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568 Timber Bridge Lane TRUSSES a lb MitLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. CI MiTek .1 ....FI DOPY RE: 15023T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: . Model: Davenport - Classic Lot/Block: 175 Subdivision: Atlantic Beach Address: ., . City: . State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph . Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 70 individual, 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 I T13037552 F01 i 1/24/18 18 T13037569 J04 1/24/18 2 1113037553 F02 I 1/24/18 119 T13037570 L05 ( 1/24/18 3 1113037554 F03 1 1/24/18 120 T13037571 I J06 1 1/24/18 4 1T13037555 F04 1 1/24/18 121 T13037572 j J12 1 1/24/18 5 1T13037556 i F05 1 1/24/18 122 T130375731 J16 1 1/24/18 6 T13037557 F06 1 1/24/18 23 T130375741 PB01 1 1/24/18 IL_ T13037558 F07 1/24/18 24 T13037575 T01 1/24/18 8 1113037559 F08 1 1/24/18 25 T13037576 1102 1/24/18 9 1113037560 F09 1 1/24/18 26 713037577 I T02A 1/24/18 10 1113037561 FG01 1/24/18 27 T130375781103 1/24/18 11 1713037562 FG02 1/24/18 28 T1303757911-04 1/24/18 12 111307563 FG03 1/24/18 29 T1303758011-05 1/24/18 I 13 T13037564 FG04 1/24/18 30 T130375811106 r 1/24/18 14 T13037565 FG05 1 1/24/18 31 T13037582 11-06A ° 1/24/18 I 15 T13037566 GEB01 1/24/18 32 T1303758311-07 1/24/18 116 T13037567 HJO4 1/24/18 33 T13037584 108 1 1/24/18 !` 117 1-1130375681J02 1 1/24/18 134 1130375851109 1 1/24/18 The truss drawing(s)referenced above have been prepared by MiTek ``�0" QU IN t/F<�,1, USA, Inc. under my direct supervision based on the parameters . �..-*G�E�N 5�.,''.'' provided by Building Component Supply. • ' Truss Design Engineer's Name: Velez, Joaquin z•* No ss18 * My license renewal date for the state of Florida is February 28,2019. = * • = IMPORTANT NOTE: The seal on these truss component designs is a certification %�'. STATE F : //Z. that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters iO,�''�� 0 R \ `-'••Ps'•,., shown(e.g.,loads,supports,dimensions,shapes and design codes),which were °'79/ •••• • •% file given reference purpose anect specific was not taken into accouincluded ntsinfor the p rekarationoofe� ��ii"'I N AL •���� P rP only, preparation these designs. MiTek has not independently verified the applicability of the design Joaquin Velez PE No.68182 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: January 24,2018 Velez,Joaquin 1 of 2 •4- RE: RE: 15023T0 - Site Information: Customer Info: Toll Brothers Project Name: . Model: Davenport - Classic Lot/Block: 175 Subdivision: Atlantic Beach Address: ., . City: . State: FL No. Seal# Truss Name Date 35 T13037586 T10 1/24/18 36 T130375871111 1/24/18 37 T13037588 1112 1/24/18 38 T13037589 1113 1/24/18 39 T13037590 1114 1/24/18 40 T13037591 1T15 1/24/18 41 T13037592 1 116 1/24/18 42 T13037593 1 117 1/24/18 43 T13037594 1118 1/24/18 44 T13037595 1T19 1/24/18 45 T13037596 1T20 1/24/18 46 1130375971121 1/24/18 47 T130375981122 1/24/18 48 T13037599 I T23 1/24/18 49 T1303760011-24 1/24/18 50 T13037601 1-125 1/24/18 51 713037602 11-26 1/24/18 52 1130376031127 1/24/18 53 713037604 1 728 1/24/18 OFFICE COPY 54 T13037605 1V01 1/24/18 55 T13037606 1V02 1/24/18 56 7130376071 V03 1/24/18 57 T13037608 I VO4 1/24/18 58 T13037609 I V07 1/24/18 59 T13037610 I V08 1/24/18 60 T13037611 1V09 1/24/18 61 113037612 1V10 1/24/18 62 T13037613 1 V20 1/24/18 63 T13037614 1 V21 1/24/18 64 T13037615 V22 1/24/18 65 T13037616 V23 1/24/18 166 -1130376171V24 1/24/18 67 1-130376181V25 1/24/18 168 T13037619 J V26 1/24/18 169 T13037620 1V27 1/24/18 170 T13037621 1V28 1/24/18 2of2 I i Job Truss Truss Type Qty Ply T13037552� 15023T0 F01 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:07 2018 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-bzgt_ZYHjOVujBsazei6HK6r?wph?9SkZgOYYEzsCoA 0-1-8 H 1-3-0 I 1-4-15 Scale=1:30.7 4x6= 1.5x3= 3x6 FP= 1.5x3 I I 4x6= 1 2 3 4 5 6 7 8 9 10 22 ."' /X N � ///`- . ___9_ '1/:4 ( 9T<7 16 15 14 13 12 11 4x6= 1.5x3 II 3x8 MT2OHS FP= 4x6= 1-6-0i 4-0-0 I 6-6-0 I 11-10-15 I 14-4-15 16-10-15 I 18-4-15 I 1-6-0 2-6-0 2-6-0 5-4-15 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[2:0-1-12,Edge],[5:0-1-8,Edge],[9:0-1-12,Edge],[13:0-1-12,Edge],[16:0-1-8,Edge],[19:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.27 15-16 >816 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.37 15-16 >589 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:96 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.1(flat)'Except' except end verticals. 11-14:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=993/0-5-8,11=999/Mechanical FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-987/0,10-11=-993/0,1-2=-1010/0,2-3=-2499/0,3-5=-3384/0,5-6=-3717/0, 6-7=-3717/0,7-8=-3390/0,8-9=-2499/0,9-10=-1009/0 BOT CHORD 19-20=0/1903,18-19=0/3066,17-18=0/3717,16-17=0/3717,15-16=0/3673,13-15=0/3070, 12-13=0/1904 WEBS 10-12-0/1343,1-20=0/1303,9-12=-1245/0,2-20=-1242/0,9-13=0/827,2-19-0/830, 8-13=-794/0,3-19=-788/0,8-15=0/445,3-18=0/515,7-15=-395/0,5-18=-631/0, 7-16=-243/418 NOTES- 1)Unbalanced floor live loads have been considered for this design. ,,1%111111g 2)All plates are MT20 plates unless otherwise indicated. �� 4/ 3)All plates are 3x4 MT20 unless otherwise indicated. •�, PQU N V t ieet. ' 4)Refer to girder(s)for truss to truss connections. •: ,� ••........ ' '. 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. �• ••'�,\ F••• 0 Strongbacks to be attached to walls at their outer ends or restrained by other means. �i 6)CAUTION,Do not erect truss backwards. �'• N O 68182 • � ".1.13.• s ' w O F .' . 10 < • •� • R1OP�\ � •IliiS�ON M- 1-`%`. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parka East Blvd.Tampa FL 33810 Date: January 24,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE tit 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 bucking 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/TPI1 Quality Criteria,DS8-89 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 c Job Truss ITruss Type Oty) Ply TI3037553 15023T0 F02 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:08 2018 Page 1 I D:R M E N I BS Os I p EA2j i F rz5c 7yV Yhx-3AE FCvYv U i d I L L RmXM D LgXey IJ 7kk b oto U 964gzs Cog 0-1-8 H 1-3 0 10-10-121 0-1-8 Scare=1:34.5 4x6= 1.5x3 I I 4x6= 1.5x3= 4x6= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 , • • • 0 24 Ii ,e 25 0 N. idoo X / N7 X P ' 22 21 20 19 18 17 16 15 14 13 4x6= 4x6= 1.5x3 I I 3x12 M18SHS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 11-4-12 13-10-12 16-4-12 18-10-12 20-4-12 1-6-0 l 2-6-0 2-6-0 4-10-12 2-6-0 l 2-6-0 2-6-0 l 1-6-0 Plate Offsets(X,Y)-- (1:Edge,0-1-8],[7:0-1-8,Edge],[11:0-1-8,Edge],(19:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.39 17-18 >614 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.54 17-18 >448 240 M18SHS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.70 Horz(CT) 0.09 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:106 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:18-19,17-18. REACTIONS. (lb/size) 23=1102/0-5-8,12=1102/0-3-0 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-1096/0,11-12=-1096/0,1-2=-1133/0,2-3=-2849/0,3-4=-3952/0,4-6=-4588/0, 6-7=-4588/0,7-8=-4511/0,8-9=-3964/0,9-10=-2846/0,10-11=-1134/0 BOT CHORD 21-22=0/2138,20-21=0/3530,19-20=0/4365,18-19=0/4588,17-18=0/4588,15-17=0/4381, 14-15=0/3525,13-14=0/2139 WEBS 11-13=0/1464,1-22=0/1463,10-13=-1398/0,2-22=-1398/0,10-14=0/983,2-21=0/989, 9-14=945/0,3-21=-946/0,9-15=0/610,3-20=0/588,8-15=-580/0,4-20=-574/0, 8-17=-62/364,4-19=-119/581,7-17=-402/218 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. `, �, 3) l plates are T20 unless rwise ed. 4)Recommend mend 2x6 st ongbacks,on edge spacedtatt 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. `0� p,QU(N Vr .11/, %0 % ....... 4 ' d Strongbacks to be attached to walls at their outer ends or restrained by other means. , •• •• CEN,'•.•• �� `� e• • ` ••• ,0 No 68182 7.-2 ' ' S AI.- OF �� LUZ . • ` ii/t ON A �O's iiiisliisJoaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Me-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mnek®connectors.This design is based ordy upon parameters shown,and is for an k rdlsldual 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 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,seeANSIRW I Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 d i Job Truss Truss Type Oty Ply T13037554 15023T0 F03 Floor 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:09 2018 Page 1 ID:RMENIBSOsipEA2jiFrz5c7yVYhx-XMoePEZXF?lbyV0y53kaNIB8ujUVT1 u118vfc6zsCo8 0-1-8 H 1-3-0 1-10-12 I Scale=1:33.6 4x6= 1.5x3 II 1.5x3= 4x6= 3x6 FP= 1.5x3 II 4x6= 4x6= 1 2 3 4 5 6 7 8 9 10 11 423 / / N/ N: �/ N / NYN/ r• 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0I 4-0-0 I 6-6-0 I 13-7-12 16-1-12 I 18-7-12 I 20-1-12 1-6-0 2-6-0 2-6-0 7-1-12 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[17:0-1-8,Edge],[18:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL in floc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.36 17-18 >655 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.50 17-18 >476 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:104 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:18-19,15-17. REACTIONS. (lb/size) 22=1088/0-5-8,12=1094/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1083/0,11-12=-1087/0,1-2=-1118/0,2-3=-2804/0,3-4=-3886/0,4-6=-4464/0, 6-7=-4464/0,7-8=-4464/0,8-9=-3885/0,9-10=-2804/0,10-11=-1116/0 BOT CHORD 20-21=0/2108,19-20=0/3473,18-19=0/4271,17-18=0/4464,15-17=0/4272,14-15=0/3473, 13-14.0/2110 WEBS 11-13=0/1486,1-21=0/1443,10-13=-1382/0,2-21=-1377/0,10-14=0/966,2-20=0/968, 9-14=-930/0,3-20=-932/0,9-15=0/574,3-19=0/573,8-15=-537/0,4-19=-537/0, 8-17=-146/631,4-18=-146/631,6-18=-299/15,7-17=-299/15 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. I i i h 3)All plates are 3x4 MT20 unless otherwise indicated. `,,`�,1� )N �Si,, 4)Refer to girder(s)for truss to truss connections. •% P.Qv V&( ••, 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. ``N� ,O.•.\Z E•N S.,���i�� Strongbacks to be attached to walls at their outer ends or restrained by other means. ,• �, $•. • 6)CAUTION,Do not erect truss backwards. -.. i No 68182 r. *: :* = IP 7.13• •110, • 9. ST " OF '�/ �0 • c� P �� ; ( • R `p \ % •� S5 � .'ii/ i0NAlE0% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10103/2015 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 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/TPII Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infotmaiton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 . Job Truss Truss Type Qty Ply T13037555 15023T0 F04 .GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:10 2018 Page 1 I D:RM E NI BSOsl p EA2j i Frz5c7yVYhx-?YMOdaa90JtSafb8f nFpvykUN 71 dCfbAGoe D9YzsCo7 3x6- Scale=1:10.8 1 3x6= 2 1.5x3 H 3 1.5x3 i 4 1.5x3 II 5 0 d I ::::::::::..�:•:❖:•:::::❖:i :❖:❖::•:::❖.❖.❖.❖.❖.❖.•..::❖.❖.•.•..::::•.:::•::•:::::.�:•:::::::::•:•:❖:❖:• ❖:ii.:•Xii.::i..*:+' •........❖.❖.❖.❖::.❖.•0::.•.•.•.::.•0000000:OOOOOOOOOOOOOOOOO:O:O.❖.❖.❖.•O.•O.❖.❖.••❖.❖.❖.❖.•.❖:.•:.❖•❖.•::0000:0000:0000. 10 9 8 7 6 3x4 II 3x4= 1.5x3 3x4= 3x4 1-6-12 2-10-12 _ 3-10-0 5-4-12 1-6-12 1-4-0 0-11-4 I 1-6-12 Plate Offsets(X,Y)-- [6:Edge,0-1-8],[7:0-1-8,Edge],[9:0-1-8,Edgel,[10:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d 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 - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 � Matrix-P Weight:32 lb FT=20%F,11%E I LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 5-4-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,7,8 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. "`111/1111111. •,�0%P0UIN 1/ - - it i •;• �•••GENS. Fc' i•• �\'\ S' • • No 68182 • ..-0' poi :c 13 S ! 1 OF '14./: •'iiito S;O N A;.,.._ .1 `` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa ft 33610 Date: January 24,2018 � t 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 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bract ig 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/WPI I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely informalion 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 TI3037556 15023T0 F05 Floor 3 1 , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:12 2018 Page 1 I D:RMENI BSOsIpEA2jiFrz5c7yVYhx-yxUm1 GbQXw7ApylXm BIH_NppaxingYFTj67JDRzsCo5 0-1-8 3x6 11 1 3x4— 0-11-13 2 1.5xq II 0-9-0 3 1.5x� II 1-3-0 41 Scale=1:9.4 I ■ ■ ■ Mr =.1.:: 9 • ■■ R d FIA 3x4= 3x4= *''N 7 6 5 3x4= 3x4 11 3-8-13 3-8-13 I Plate Offsets(X,Y)-- 16:0-1-8,Edge],[7:0-1-8,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) -0.01 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=186/0-3-8,5=192/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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)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. %`,,11111111111g1�,' ..% •• 1>. --------oU(N �• 4 . ' .` �� ' EN ��'0 No 68182 • :13' ST OF1.1 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Me-7473 rev.104732015 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 applicabt lty of design parameters and properly trncorporate this design into the overall building design. Wactrig Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I/1 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. 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 T130375571 15023T0 F06 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:12 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-yxUm1 GbQXw7ApylXmBIH_Npq_xj5gZ6Tj67JDRzsCo5 Scale=1:17.9 3x6= 1 2 3 4 5 6 7 8 N: • —/ a 16 15 14 13 12 11 10 9 3x4 3x4= 3x4= 3x4 1-6-12I 2-10-12 I 4-2-12 5-6-12 6-10-12 I 8-2-8 I 9-9-4 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-3-12 1-6-12 Plate Offsets(X,Y)-- [10:0-1-8,Edgej,[15:0-1-8,Edgej,[16:Edge,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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 - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 9 n/a n/a BCDL 5.0 Code FBC2017/fP12014 Matrix-S Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9-9-4 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:15-16,9-10. REACTIONS. All bearings 9-9-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)16,9,15,10,14,13,12,11 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 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. ``,`1111111111". `••0% I N VES I ii •.% �-' •....... E•N S' \' Ai'io No 68182 �''• STS f I OF .1-ti: • ,'i1II111111I111 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7473 rev.10103/2016 BEFORE USE. BE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual bulding 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 possble personal injury and property damage. For general guidance regarding the fabrication,storage,delNery,erection and bracing g of trusses and truss systems,seeANSI/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 i Job Truss Truss Type Qty Ply T13037558 15023T0 F07 Floor 6 1 1Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:13 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-Q718Fcc2lEF1 R6JjKvpWXbMtgKtaPuccymttltzsCo4 0-1-8 H 1-3-0 I I 1-6-7 I 0,1 r8 I =1:27.0 4x6= 4x6= 1.5x3= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 e 141/ . i: e s 17 16 15 14 13 12 11 10 ag 4x6= 1.5x3 I I 3x8 MT2OHS FP= 4x6= I 1-6-0 I 4-0-0 I 9-6-7 I 12-0-7 i 14-6-7 I 16-0-7 I 1-6-0 2-6-0 5-6-7 2-6-0 2-6-0 1-6-0 Plate Offsets()(,Y)-- [1:Edge,0-1-8],[5:0-1-8,Edge],[8:0-1-8,Edge],[15:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSL DEFL- in (loc) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.18 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.24 13-14 >792 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S 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.1(flat)`Except' except end verticals. 9-12:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 18=862/0-5-8,9=862/0-3-0 FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-859/0,8-9=-857/0,1-2=-866/0,2-3=-2066/0,3-4=-2799/0,4-5=-2799/0, 5-6=-2693/0,6-7=-2083/0,7-8=-861/0 BOT CHORD 16-17=0/1621,15-16=0/2507,14-15=0/2799,13-14=0/2799,11-13=0/2527,10-11=0/1617 WEBS 8-1(.=0/1110,1-17 /1117,7-10=-1051/0,2-17=-1050/0,7-11=0/648,2-16=0/619, 6-11=-617/0,3-16=-613/0,6-13=0/339,3-15=0/595,5-13=-377/106 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. `"11111111/11, 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. ,,• •0 ,O U N• V F4��je �` .•'•G•E•N S'•. 5 . No 68182 �•. ST. I2 OF :Qr.: 1..ce,„0•• 'c \,-..• ��� �'iC�S;•". OR \•v•• j\,`.' .,,1111 �O N Alilt"- Joaquin 1 t• �``� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10103/201S BEFORE USE Nit 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's to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M]Tek 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 avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 r 1— Job 1Truss Truss Type Qty Ply T13037559. 15023T0 1F08 FLOOR 4 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:14 2018 Page 1 I D:R M E N I BSOsI p E A2j i Frz5c7yVYhx-u KbXSydg 3YN u3G u wuc KI4ou23kEv8 LpmAQcQ I KzsCo3 0-1-8 H 1-3-0 1-3-8 Scale=1:26.2 4x6 1.5x3= 1.5x3 II 4x6= 1 2 3 4 5 6 7 8 - • e e N 6 O N/ N.018 • 1 X./ N N ,X . e • 16 15 14 13 12 11 10 • 9 4x6= 1.5x3 I 4x6= 15-9-8 15-9-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[5:0-1-8,Edge],[14:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.16 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.22 12-13 >854 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:83 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.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=849/0-5-8,9=855/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-845/0,8-9=-849/0,1-2=-851/0,2-3=-2025/0,3-4=-2718/0,4-5=-2718/0,5-6=-2623/0,6-7=-2040/0, 7-8=-844/0 BOT CHORD 15-16=0/1592,14-15=0/2451,13-14=0/2718,12-13=0/2718,11-12=0/2469,10-11=0/1590 WEBS 8-10=0/1124,1-16=0/1097,7-10=-1037/0,2-16=-1031/0,7-11=0/627,2-15=0/602,6-11=-596/0,3-15=-592/0, 6-12=0/319,3-14=0/552,5-12=-348/111 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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. ``,� g Ii5)CAUTION,DoStrongbacks o not erect attached truwalls at ssbackwards.eir outer ends or restrained by other means. ,,`,1 ou I N V . ii',, ••.% .•• ,O .•GENS; •F��•• %• . \, F• i No 68182 3_t t► c • SII/,- OF : . Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Bivd.Tampa FL 33810 Date: January 24,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIREFERANCE PAGE MIr-7473 rev.10/03/201S BEFORE USE. �t MIMIC 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 building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Brackig 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 tniss 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 I 1 Job Truss Truss Type Qty Ply T13037560 15023T0 F09 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:14 2018 Page 1 I D:RMENIBSOsIpEA2ji Frz5c7yVYhx-uKbXSydg3YNu3GuwucKI4ouATkPZ8TdmAQcQI KzsCo3 0i8 Scale=1:26.2 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 0 e a �e o e e a a o a a e o V e e - O A O @ A a 6 0 e� 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4= 3x4= 3x4= 3x4 I I 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 13-6-12 14-2-12 15-9-8 1-6-12 I 1-4-0 i 1-4-0 1-4-0 i 1-4-0 I 1-4-0 i 1-4-0 I 1-4-0 l 1-4-0 I 1-4-0 i 0-8-0 1-6-12 i Plate Offsets(X,Y)-- 115:0-1-8,Edge],[25:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid 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 - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(CT) -0.00 14 n/a ri/a BCDL 5.0 Code FBC2017/1P12014 Matrix-S Weight:76 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.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:25-26,14-15. REACTIONS. All bearings 15-9-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)26,14,25,15,24,23,22,21,20,19,18,17,16 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 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. `•% PQU I N VFX s i b �' 'GENS'•�1�'•, :� ' \- F� • No 68182 • �'CI OF "t/ • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 145.7473 rev.10/03!2015 BEFORE USE. 111111 Design valid for use only with MI lekv/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 arid truss systems,seeANSI/i Pit Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Surety Information available Corn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 1 • 'Job Truss Truss Type IQty Ply T13037561 , 15023T0 FGO1 I FLOOR 1 2Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:15 2018 Page 1 I D:RM E NIBSOsIpEA2j iFrz5c7yVYhx-M W 9vg lel grVIgQT6 R Kr_cORlf 8XvtwQvP4M_gmzsCo2 3-11-4 I — 3-11-4 1 4x5= 2 2x4 II Scale=1:9.4 • I . . I THD46 THD46 455= 4 5 6 3 2x4 3-11-4 —_.-.. 3-11-4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.04 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.05 3-4 >868 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=958/Mechanical,3=1422/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 0-9-0 oc. Bottom chords connected as follows:2x6-2 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)Refer to girder(s)for truss to truss connections. 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)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 1-0-0 oc max.starting at 1-10-12 from 01111111//it 1 1 1 1 1 J /,, the left end to 2-10-12 to connect truss(es)to back face of bottom chord. �% �� 6)Fill all nail holes where hanger is in contact with lumber. ,,`•‘OPQU.N VF4`1�0, LOAD CASE(S) Standard �� ,.•0'-'E N S$'•O . ��� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 • i Uniform Loads(plf) NO 68182 Vert:1-2=-100,3-4=-10 r. *: .; 7 . Job Truss Truss Type Qty Ply ' T13037562 15023T0 FG02 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:16 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-gijHteewb9ecla2l?1 MD9D_R_YvxcAa3ek5XMCzsCo1 6-11-15 9-2-12 11-3-12 12-5-3 13-6-9 14-8-0 15-9.6 1 2-4-9 4-7-6 419.25-8.12 16-8-76-t¢ 7-11-9 1 8-11-49,1 q 10-2-6 1 11-2-0 11 .8 1134-13 t3-Q-5 115-7.10 I I 16-0-3 I 20-4-12 i 2-4-9 2-243 0.419:45.8-12 -42 411-10 { 2 411-10 d-1-'12 411-10 1-y2 411-10 i-y2 411-10 2-2-13 2-4-9 0-11-10 0-1-12 0-11-10 0-1-12 0-11-10 0-1-12 0-11-10 0-1-12 0-11-10 0-1-12 Scale=1:34.6 6x6= 2x4 II 2x4 II 4x10= 1 2 3 4 5 6 7 8 9 10 e;-10 a a _ 19 18 17 16 15 14 13 12 21 g 2x4 II 8x10= 4x10= 3x4 II THD26-2 6-11-15 9-2-12 11-3-12 12-5.3 13-6-9 14-8-0 15-9-6 I 2-4-9 I 4-7-6 ;119j258-12 1 6$-76-1¢ 7-77-9 1 811-4 }9 142-6 71-2-0 11r�-B 1 134-7313x§-5 1 15.7-10 I I 1803 I 20-4-12 24-9 2.2.13 4 2 411-10 d-1 2 011-10V121 411-10 d-1 42 0.11.10 1'12 411-10 2-2-13 2-4-9 0-11-10 0-1-120-11-10 0-1.120-11.10 0-1-120-11-10 0.1-120-11.10 0-1-12 _ Plate Offsets(X,Y)-- [12:0-3-8,0-2-01,[13:0-5-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.31 15 >777 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.43 15-16 >566 240 BCLL 0.0 Rep Stress!nor NO WB 0.84 Horz(CT) 0.04 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:199 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, BOT CHORD 2x4 SP No.1 `Except' except end verticals. 11-13:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 20=1186/0-5-8,11=1973/0-3-0 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1135/0,1-2=-2241/0,2-3=-3948/0,3-4=-5143/0,4-5=-5917/0,5-6=-5917/0, 6-7=-5917/0,7-8=-5687/0,8-9=-4696/0,9-10=-3508/0,10-11.1565/0 BOT CHORD 18-19=0/2241,17-18=0/4056,16-17=0/5143,15-16=0/5917,14-15-0/5687,13-14=0/4790, 12-13=0/3509,11-12=0/270 WEBS 10-12-0/3523,1-19=0/2371,9-12=-731/0,2-19=-1013/0,9-13-0/1328,2-18-0/1883, 8-13=-679/0,3-18=-779/0,8-14=0/989,3-17-0/1216,7-14=-343/0,4-17=-546/0, 7-15=-337/663,4-16=0/1259,5-16=-309/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `0111111.1i/ Top chords connected as follows:2x4-1 row at 0-9-0 oc. `�� u)N / Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. `��Op,Q. • V -,'11,0 • Webs connected as follows:2x4-1 row at 0-9-0 oc. �• J • G•E•N 4. 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 •••\.- `s�`•••� '• ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • i 3)Unbalanced floor live loads have been considered for this design. • No 6 818 2 4)All plates are 4x5 MT20 unless otherwise indicated. : *; ;* 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. -o; A/, — 6)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 18-6-7 from the left end to connect truss(es)to 1.p"" S - C Z 'p OF :44./ back face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. • 7)Fill all nail holes where hanger is in contact with lumber. ,. ,�••• P••• LOAD CASE(S) Standard 7i I • • '•�\ �s% 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 /////O N AL I`,r• Uniform Loads(plf) Vert:1-10=-100,11-20=-10 Joaquin Velez PE No.68182 Concentrated Loads(lb) MiTek USA,Inc.FL Cert 6634 Vert:21=-948(B) 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-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 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 tor stability and to prevent collapse with possbie 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,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 r r Job Truss Truss Type Qty Ply T13037563 15023T0 FG03 FLOOR 1 • 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:16 2018 Page 1 I D:RM ENIBSOsIpEA2jiFrz5c7yVYtix-qij Hteewb9ecla2l?1 MD9D_QeYuCcDl3ek5XMCzsCo 1 l 1-11-7 l 3-9-2 3-10-14 4-8-0 1 5-5-2 5-16- 4 7-4- 9 9-4-0 1-11-7 1-9-11 0-1-12 0-9-2 0-9-2 0-4-12 1-9-11 1-11-7 Scale=1:17.4 2x4 I I 2x4 I I 3x5= 4x5= 1 4x5= 2 3x5= 3 4 5 6 i • 1111 THD46 THD46 Special THD46 Special THD46 Special f8/ 13 11 14 10 9 15 8 16 7x6= 6x6= 6x6= 7x6= 3x4 11 3x4 11 1-11-71 3-9-2 3-10-14 4-8-0 1 5-5-2 5-6-14 7-4-9 1 9-4-0 1-11-7 1-9-11 0-1-12 0-9-2 0-9-2 0-4-12 1-9-11 1-11-7 Plate Offsets(X,Y)-- [1:0-1-12,0-1-12],[2:0-2-4,0-1-8],[5:0-2-4,0-1-8],[6:0-1-12,0-1-12],[7:Edge,0-3-8],[8:0-2-12,0-4-12],[9:0-3-0,0-4-8],[10:0-3-0,0-4-8],[11:0-2-12,0-4-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.12 9-10 >890 240 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.01 7 Na Na BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:101 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.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-8,1-11,5-9,2-10:2x4 SP No.2 REACTIONS. (lb/size) 12=3001/0-3-8,7=2875/0-5-8 FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-2411/0,1-2=-4495/0,2-3=-6793/0,3-4=-6793/0,4-5=-6793/0,5-6=-4658/0, 6-7=-2509/0 BOT CHORD 11-12=0/301,10-11-0/4495,9-10=0/6793,8-9=0/4658,7-8=0/281 WEBS 6-8=0/4954,1-11=0/4747,5-8=-1227/0,2-11=-1298/0,5-9=0/2457,2-10=0/2642 NOTES- 1)N/A 2)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. Bottom chords connected as follows:2x6-3 rows staggered at 0-2-0 oc. ,>> I �, Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 9-4 2x4-2 rows staggered at 0-2-0 oc. �♦ I� 3)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 ♦♦♦♦ PQU N iVFX ��i� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ♦♦♦ ,�•••-E N i�40 4)Unbalanced floor live loads have been considered for this design. , •••\,\ r,:) °.. 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. • i Strongbacks to be attached to walls at their outer ends or restrained by other) No or(B 6 818 2 6)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-3-8 from the Z *: * 11 left end to 7-3-8 to connect truss(es)to front face of bottom chord. _ 7)Fill all nail holes where hanger is in contact with lumber. -n t / / :CC 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)182 lb down at 3-11-4,and 182 1:.�'. STS i,� OF �� lb down at 5-11-4,and 182 lb down at 7-11-4 on bottom chord. The design/selection of such connection device(s)is the �0 � . responsibility of others. ,(�' .<` '7%...,. ,%� �� LOAD CASE(S) Standard ♦ s 1) Dead Uniform Floor oads Live (balanced):Lumber Increase=1.00,Plate Increase=1.00 i//iS�0 N A; %♦�♦ (pl ) Vert:1-6=-100,7-12=-10 Joaquin Velez PE No.68162 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 6634 Vert:8=-1084(F)9=-1084(F)10=-182(B)13=-1084(F)14=-1084(F)15=-182(B)16=-182(B) 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE 14111 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,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 r , Job Truss Truss Type Qty Ply it ' T13037564 15023T0 FG04 Flat Girder 1 2 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:17 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-IvHfSzfYMTmTwkdVZltShRWdryD1 LdUCtOr4uersCo0 2-0-7 3-11-2 4-P-4 4-10-8 5-8-2 5 - 4 7-8-9 I 9-9-0 2-0-7 1-10-11 0-4-12 0-9-10 0-9-10 0-1-12 1-10-11 2-0-7 Scale=1:18.1 2x4 I I 2x4 I I 3x4= 3x8= 1 3x8= 2 3x4= 13 3 4 14 5 6 —..,,,,_,,,,,:;:>-' _______________„- -' i _-- 3: 11109 3x4= 8 4x54x = 3x4= 12 7 2x4 11 2x4 Il 2-0-7 3-11-2 414 4-10-8 5-8-2 5-3-�4 7-8-9 9-9-0 I I { 2-0-7 1-10-11 0-4-12 0-9-10 0-9-10 0-1-12 1-10-11 2-0-7 Plate Offsets(X,Y)-- [8:0-2-0,0-2-0],[11:0-2-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.08 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.13 9-10 >869 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8.8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=2875/0-5-8,7=2875/0-5-8 Max Uplift 12=-375(LC 8),7=-375(LC 8) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-2755/722,1-2=-4167/1060,2-3=-6222/1532,3-4=-6222/1532,4-5=-6222/1532, 5-6=-4167/1060,6-7=-2755/722 BOT CHORD 10-11=-1060/4167,9-10=-1532/6222,8-9=-1060/4167 WEBS 6-8=-1146/4511,1-11=-1146/4511,5-8=-2238/598,2-11=-2238/598,5-9=-593/2345, 2-10=-593/2345,4-9=-1095/297,3-10=-1095/297 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. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ,1‘1111111.111,_ Webs connected as follows:2x4-1 row at 0-9-0 oc. �� 2)All plyloads are connect ons havered been proly videdlied to all to distribute les,except only loadslf noted as front(F)noted as(F)or(B)sunless otherwise indicated.(B)face in the D CASE(S)section.Ply to ,%%%OPa� N•VF• /,,, 3)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. `�� ,•.r 0G E SF••• °0 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 9-7-4 zone;C-C for • members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 6 81 8 2 4)Provide adequate drainage to prevent water ponding. : *;• tit 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — • 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -0: ;cr will fit between the bottom chord and any other members. i •, ST OF : �/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 375 lb uplift at joint 12 and 375 lb uplift O 4/ at joint 7. 0� •<\'' Q�,•• LOAD CASE(S) Standard °•I c<;-,.• 6,••••' '•• \ %, 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,/ i O N A' ��%%% Uniform Loads(plf) Vert:1-6=-588,7-12=-20 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.10/03/2015 BEFORE USE mi Design valid for use only with MiTek®connectors.Ibis design L 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[lT eis • 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/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 -- I Job Truss Truss Type Qty Ply I. T13037565 15023TO FG05 FLOOR 1 2 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:18 2018 Page 1 77 ID:RMENIBSOsIgqpEA2jiFrz5c7yVYhx-m5r1IJgB7muKYtCh7SPhEe3nMLfy47yL52aeR5zsCo? 2-3-11 3 6-9-4 2-3-11 0-1-112 0-11-3 I 0-11,3 0-1-12 2-3-11 Scale=1:12.8 3x5= I 1r5= 2 2x4 I I 3 2x4 II0 4 -----------"---"----------------... --- — ---------r.__ ----------------— f---. — _._ .__ THD46 7x6= 7 6 9 7x6=THD46 THD46 3x4 I I 3x4 I I THD46 2-3-11 4-5-7 3-4-10 I 4-3-13 -5-Q 6-9-4 2-3-11 0-1-1k 0-11-3 0-11-3 0-1-1k 2-3-11 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[4:0-1-12,0-1-8],[6:0-3-0,0-4-12],[7:0-3-0,0-4-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.03 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(CT) -0.04 6-7 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.65 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:70 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=2204/0-3-8,5=1891/0-5-8 FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8-1240/0,1-2=-2662/0,2-3=-2662/0,3-4=-2662/0,4-5=-1253/0 BOT CHORD 6-7=0/2662,5-6=0/275 WEBS 4-6=0/2611,1-7=0/2744,2-7=-254/0 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 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 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. ,,� I I 1�� 3)Unbalanced floor live loads have been considered for this design. 01051111111, � I 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. ��,`QPQU I N V ' 0 Strongbacks to be attached to walls at their outer ends or restrained by other means. ••' , •• G E•N•"•• [� 5)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-3-8 oc max.starting at 0-1-12 from the � .. \.\ `S$`•••• %. left end to 5-5-4 to connect truss(es)to front face of bottom chord. i 6)Fill all nail holes where hanger is in contact with lumber. No 6 81 8 2 LOAD CASE(S) Standard = • _ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 r r/ Uniform Loads(plf) 1. •• ST' 0FVert:1-4=-100,5-8=-10 0 jVConcentrated Loads(Ib) i .11 •,As Q- ••� .�Vert:8=-848(F)6=845(F)7=-845(F)9=-845(F) �� ' , •)•••• �% iriiiiiiiitil- Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 wit ©WARNING-Verify design parameters and 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.This design Is based only upon parameters shown,and Is for c n 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. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPti 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. Tanya,FL 33610 Job Truss Truss Type r Qty Ply T13037566 15023T0 GEB01 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:18 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-m5r1 IJgB7muKYtCh7SPhEe3g_Lan45nL52aeR5zsCo? 3-5-8 6-9-4 10-1-0 13-4-12 16-8-8 20-2-0 3-5-8 I 3-3-12 3-3-12 3-3-12 3-3-12 I 3-5-8 Scale=1:34.3 4x6= 4x5= 4x5= 8x12 MT2OHS= 4x5= 4x5= 4x6= 1 2 3 4 5 6 7 �• 1 I•I I•I �� lei T 1 IL--------------- .-7. ® t O ' 'A \ / e 4 13 12 11 10 9 2x4= 4x6= 4x5= 7x14 MT2OHS= 4x5= 4x6= 2x4= 3-5-8 6-9.4 { 10-1-0 I 13-4-12 ' 16-8-8 I 20-2-0 3-5-8 3-3-12 3-3-12 3-3-12 3-3-12 3-5-8 Plate Offsets(X,Y)— [1:0-3-8,0-2-01,[4:0-6-0,0-4-81,[7:0-3-8,0-2-0),[9:0-2-8,0-2-01,[13:0-2-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.84 Vert(LL) -0.27 11 >876 360 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.83 Vert(CT) -0.54 11 >442 240 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr NO WB 0.79 Horz(CT) -0.09 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 2-4-11 oc bracing. 1-13,2-12,3-11,5-11,6-10,7-9:2x4 SP No.2 REACTIONS. (lb/size) 14=1791/0-3-8,8=1791/0-3-8 Max Uplift 14=-i791(LC 3),8=-1791(LC 3) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1748/1595,1-2=-3440/3439,2-3=-5953/5946,3-4=-7471/7486,4-5=-7471/7486, 5-6=-5953/5946,6-7=-3440/3439,7-8=-1748/1595 BOT CHORD 12-13=-3439/3440,11-12=-5946/5953,10-11=-5946/5953,9-10=-3439/3440 WEBS 2-13=-1507/1110,3-12.1096/745,4-11=-1360/0,5-10=-1096/745,6-9.1507/1110, 1-13=-3654/3670,2-12=-2752/2759,3-11=-1690/1666,5-11=-1690/1666, 6-10=-2752/2759,7-9=3654/3670 NOTES- 1)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to `,`� ��, verify adequacy of top chord dead load. �� �11/,2)All plates are MT20 plates unless otherwise indicated. ,`• •OPQN v /��, 3)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/FPI 1 angle to grain formula. Building designer should verify ` , • .........EN •• `� 0•, capacity of bearing surface. • •• Vs` 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1791 lb uplift at joint 14 and 1791 lb • i uplift at joint 8. N o 68182 5)Load case(s)1,3 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 16-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. -O ;'' Strongbacks to be attached to walls at their outer ends or restrained by other means. �'I device(s) providedsupportload(s) top •. S •1'•/, O F 0 . 7)Hanger(s)or other connection shall be sufficient to concentrated 1038 lb down at 10-1-0 on �O �Z chord,and 1038 lb up at 10-1-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. T•••— / Q.•: 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �'•�� � 0 R \ v.• c, •• ts LOAD CASE(S) Standard Except: ,�'i, 'O N A--�\S' 1)Dead+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 ,�'i i i 1111►/.,%•• ���` Uniform Loads(plf) Joaquin Velez PE No.68182 Vert:8-14=-10,1-7=-118 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:4=-1038(F) Date: January 24,2018 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Designvalid 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 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,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informafon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 , Job Truss Truss Type Qty Ply T13037566 15023T0 GEB01 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:18 2018 Page 2 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-m5r1 IJgB7muKYtCh7SPhEe3g_Lan45nL52aeR5zsCo? LOAD CASE(S) 3)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-14=118(F),1-7=10(F) Concentrated Loads(Ib) Vert:11=1038(F) A WARNING-Verity 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 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 Indk:ated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing :M 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/IPl1 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 r Qty Ply ( i T13037567 15023T0 HJO4 Diagonal Hip Girder 1 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:19 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-EHPQVfhpu40B91 ntgAwwnscsAl?kpkPVKIKBzXzsCo_ 5-7-2 5-7-2 Scale=1:24.8 2 T 4.95 i2 ', I6 o Special NAILED 6 1I 4.1•0 3x4 I I m ' 1 N N O y ,i M 1 MI I M 1 1 '1 7 NAILED 3 4x5 II NAILED 1-10-12 5-7-2 1-10-6 I 3-8-6 Plate Offsets(X,Y)-- [5:0-2-8,0-0-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.11 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)5=0-7-0,4=0-7-12. (Ib)- Max Horz 5=145(LC 8) Max Uplift All uplift 100 lb or less at joint(s)5,3 except 2=-150(LC 8),4=-346(LC 8) Max Gray All reactions 250 lb or less at joint(s)5,2,3 except 4=258(LC 22) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical left 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. ,``, 111111/1 j��, 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)5,3 except(jt=lb) ♦♦��OPQU N• VE /e' 2=150,4=346. 6)"NAILED"indicates 3-10d(0.148•x3•)or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. ,••\,\Ci N`SF••• '°• 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). N 0 6 •81 82 LOAD CASE(S) Standard r. *:• •;* 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) -p• `���/ : Vert:1-2=-60,3-5=-20 %, •• .S •1)' F .• �� Concentrated Loads(lb) .• 4/ Vert:6=76(B)7=77(F=-2,B=79) �� x\.•,.1. (� P••• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A _ 1 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10103f2015 BEFORE USE. mi Design valid for use only with Milel&.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,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 T13037568' 15023T0 J02 !Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:19 2018 Page 1 I D:RM E NI BS0sIpEA2j i Frz5c7yVYhx-E H PQVfhpu40B91 ntgAwwnsc0O15SpkPVKi KBzXzsCo_ 1-10-15 1-10-15 Scale=1:18.3 7.00 12 2 2x4 11 n N ■ 111.11111 PIS 4 3 2x4 II 1-10-15 1-10-15 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 0.16 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 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 FBC2017/TPI2014 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-5-8,2=51/Mechanical,3=20/Mechanical Max Horz 4=42(LC 12) Max Uplift 2=-56(LC 12),3=-14(LC 12) Max Gray 4=70(LC 1),2=60(LC 17),3=34(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=5.0psf;BCDL=5.Opsf;h=25ft;B=4511;L=2411;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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. itttt 111III,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ,,`O PQU I N • O .•GENS. F� ° No 68182 *: :* ▪ • • ST 172 OF14./ ▪ ��`�..• O R \ .• C� • � ; Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 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/T911 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 iOtyr Ply T13037569', 15023T0 J04 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:20 2018 Page 1 I D:RM E N I BSOsIpEA2jiFrz5c7yVYhx-jUyoj?i Rf082n BM3EtR9J387u90mYAfeZM3kUzzsC nz 3-10-8 3-10-8 Scale=1:24.3 2 7.00 5 I,I 5 2x4 1' t � N t I 1 ►T 4 3 3x4 II 3-10-8 3-10-8 Plate Offsetts X,Y)-- [4:0-2-0,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.28 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. W EBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=147/0-4-0,2=104/Mechanical,3=43/Mechanical Max Horz 4=88(LC 12) Max Uplift 2=-95(LC 12),3=-11(LC 12) Max Gray 4=147(LC 1),2=117(LC 17),3=71(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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=241t;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 3-9-12 zone;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. 0%%%1 //iii 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ``%�OPQUIN VF�� .� .•' GENS . f • No 68182 *: •:* • 1.13% ST•" '• OF , 5�0NAi� ��. Joaquin Velez PE No.68182 MIK USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 Q WARNING-Verity 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 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/lPIl 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 T13037570. 15023T0 J05 Jack-Open 3 1 i i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:21 2018 Page 1 I D:RM E NI BSOsIpEA2ji Frz5c 7yVYhx-Bg W AwLi 3QhGuPLxGoayOs HhHkZhGHdvonOpl 1 QzsCny 2-5-7 6-0-0 2-5-7 3-6-9 Scale=1:25.3 3 7.005-2- ! ! 3x4 I 9 m 2 th ° a ilr6 • m 2x4 I I ■ 4x5 IImi ■ ■ 6 OrliMI 6 7 2x4 I I 2x4 II --2-5-7_-- 6-0-0 25-7 3-6-9 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) 0.11 4-5 >622 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.15 4-5 >452 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR 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`Except* except end verticals. 2-6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=232/0-5-8,3=150/Mechanical,4=82/Mechanical Max Horz 7=160(LC 12) Max Uplift 7=-3(LC 12),3=-103(LC 12),4=-16(LC 12) Max Gray 7=232(LC 1),3=163(LC 17),4=100(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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;end vertical left 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. `>> ii, 4 Refer to er(s) truss to truss ons. 5) Provide mechanical calrcon connection(byothers) truss to bearingplate capable of withstanding100 lb uplift at joint(s)7,4 except t=lb .`,�. QU N V ,'''i' ) aP P PG ) ,N•0r-• F4 ' 3=103. ..% . • GEN . �''0 No 68182 *; ••*k • -07 r,1)? •F .'<1J:: •� . �R� � � 0, 61° .......•,.‘.4-c%• ''/,S�0NAE0.um l Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.10/03/2075 BEFORE USE. mit Design valid for use only with MITek0 connectors.This design is based only upon parameters shown,and is for an individual 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 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/1Pil 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 I Qty Ply TI3037571 15023T0 J06 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:21 2018 Page 1 I D:RM E N I BSOsIpEA2j i Frz5c7yVYhx-Bg W AwLi3QhGuPLXGoayOsHhFwZioHdvon0pl 1 QzsCny 6-0-0 6-0-0 Scale=1:25.3 2 `I 7.00 12 6 a q 5 cb 11 • _. 4 3 4x10 I I 6-0-0 6-0-0 Plate Offsets(X,Y)-- [1:0-1-0,0-1-12],[4:0-0-0,0-1-12] LOADING(psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) Udell L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-4 >883 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.13 3-4 >535 180 BCLL 0.0 * Rep Stress incr YES WB 0.00 Horz(CT) 0.07 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:20 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=232/0-5-8,2=160/Mechanical,3=72/Mechanical Max Horz 4=160(LC 12) Max Uplift 4=-3(LC 12),2=-120(LC 12) Max Gray 4=232(LC 1),2=174(LC 17),3=111(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=5.0psf;BCDL=5.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 5-11-4 zone;end vertical left 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. `,% i' Refer to er(s) truss to truss 5)Provide mechanicalrconnection(byothers tions. truss to bearing plate capable of withstanding 100 lb uplift at joints 4 exce t t=lb %O• 0 Q J.N V ,�i,, 2=120. `• . • •E N . No 68182 *�• .* • �//, Vic= :"3-)' ST' ra OF :14•/ Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek,D connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss systern.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Brack-1g 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 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. 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 T13037572 15023T0 J12 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:22 2018 Page 1 I D:RM E NI BSOsI p EA2j i Frz5c7yVYhx-fs4Y8hjh B?OIOVVSM ITdO U E U_z5h04axOgYrZszsCnx 2-1-1 2-1-1 Scale=1:18.2 7.00'12 2x4 II 3 2 �� 2x4 II • 1 11•11 4 6 3x4 II 5 2x4 I 1-9-8 1-1I 1-9-8 -3- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 f BC 0.19 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) -0.05 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 2-1-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-100/Mechanical,4=-102/Mechanical,5=341/0-5-8 Max Horz 5=95(LC 12) Max Uplift 3=132(LC 13),4=-123(LC 13),5=101(LC 10) Max Gray 3=81(LC 10),4=77(LC 10),5=347(LC 20) 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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical left 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. ,`,1I1111111•,1, 5)Provide r videmechanical 1 cha5 c1 l0connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=13 ,,`,,OPpv'N V4<�',, . ' GENS . 1 ,•• i No 68182 *: •:* :�'• S "v• OF :u • ••CO R ,•v. •' • . iie, •O N A �C� • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. pill Design valid for use only with MIM®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/lPtl 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 T13037573 15023T0 J16 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:22 2018 Page 1 I D:RM E NI BSOsIpEA2ji Frz5c7yVYhx-fs4Y8hjhB?OIOVVSM ITdOU EQmz?i037x0gYrZszsCnx 6-0-0 6-0-0 Scale=1:30.6 3 7.00 12 7 2x4 II 2 3x5 1 9 6 ►/ 4x5 5 2x4 I 4 1-4-0 1-p-126-0-0 1-4-0 0-2-12 4-5-4 Plate Offsets(X,Y)-- [1:Edge,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 4-5 >846 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.07 4-5 >747 180 BCLL 0.0 * Rep Stress her YES WB 0.07 Horz(CT) -0.33 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:25 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.3 BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. REACTIONS. (lb/size) 3=113/Mechanical,4=44/Mechanical,5=307/0-5-8 Max Horz 5=193(LC 12) Max Uplift 3=-121(LC 12),4=-30(LC 12),5=-10(LC 12) Max Gray 3=138(LC 17),4=77(LC 3),5=307(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 5-6=-232/274 WEBS 2-5=-266/224 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;cantilever left exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1,11111111//� 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �I l� 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 •�� PQU N VE� ��i� will fit between the bottom chord and any other members. ��� ,O• • GEN ����� 4)Refer to girder(s)for truss to truss connections. •• �,� SF••,• 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) • i 3=121. No 68182 . i'/, CC Z :9* SOF 'L/ Z ;0.• 1-4 ,c.` '•.4 OR R `0 P >� •', 1/49/�NA�•,• %•%. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 AL WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.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 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection ard bracing of trusses and truss systems,seeANSt/IPI I Quality Criteria,1:S8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Atexandda,VA 22314. Tama.FL 33610 T � Job Truss Truss Type Qty Ply T13037574 15023T0 PB01 Piggyback 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:23 2018 Page 1 I D:RMENI BSOsIpEA2jiFrz5c7yVYhx-72ewL1 kJyJWcef4ev?_sximipMTFIX85FKl P5lzsCnw 2-9-7 5-6-15 2-9-7 2-9-7 Scale=1:12.4 4x5 I I 7.00 12 4 2 5 1 rn 6 2x4= 2x4 II 2x4= 5-6-15 5-6-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 Nr 120 BCLL 0.0 * Rep Stress lncr YES WB 0.02 Horz(CT) 0.00 4 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:17lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=117/3-10-10,4=117/3-10-10,6=141/3-10-10 Max Horz 2=-41(LC 10) Max Uplift 2=-67(LC 12),4=-67(LC 12),6=-3(LC 12) FORCES. (lb)-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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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)2,4,6. ``�t U l N 1/ -1111 lI11 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. .%% p,0 F � J� \G.E•NS'• No 68182 -0t O.. STI � OF :p. • •re ,n•...c / . •. iiism!no' Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verity design parameters end READ NOTES ON THS AND INCLUDED MITEK REFERANCE PAGE Mp-7473 rev.10/03/2015 BEFORE USE. tilt 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/TPII Quality Criteria,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Butte 312,Alexandria,VA 22314. Tampa.FL 33610 f • Job Truss Truss Type Qty Ply T13037575 15023T0 TO1 GABLE 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:25 2018 Page 1 ID:RMENlBSOslpEA2jiFrz5c7yVYhx-3flmhmjlaUwmKtyE 11 Q1 K07sybA1 DDDrNienVABzsCnu 6-9-8 12-1-8 17-5-8 24-3-0 6-9-8 I 5-4-0 5-4-0 6-9-8 5x6= Scale=1:47.2 10 9 A 11 8 12 7.00112 .00112 48 so 4x5 i 7 13 4x5 6 14 • 5 `A,� ',1 15 `e , ihh 16 34 ,\'y II 17 2 4111111 ,\� Aliii 18 1 r. IIII1�\II� :: : .,;#1,01'111 197`* o CA 01 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4= 3x4=3x8 II 7x10= 3x8 II 013/0 6-9-8I 12-1-8 I 17-5-8 24-0-0 24p1-0 0-3-0 6-6-8 5-4-0 5-4-0 6-6-8 0-3-0_ Plate Offsets(X,Y)-- [1:0-0-0,0-0-11],[1:0-1-13,Edge],[19:0-0-0,0-0-11],(19:0-1-13,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.15 34-35 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.14 34-35 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.90 Horz(CT) 0.04 19 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:192 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):38,41 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=970/0-3-8,19=970/0-3-8 Max Horz 1_201(LC 10) Max Uplift 1=-598(LC 12),19=-598(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1449/1419,2-3=-1441/1435,3-4=-1415/1443,4-5=-1398/1455,5-6=-1364/1453, 6-7=-1030/1089,7-8=-979/1069,8-9=-1002/1111,9-10=-986/1088,10-11=-986/1088, 11-12=-1002/1111,12-13=-979/1069,13-14=-1030/1089,14-15=-1364/1453, 15-16=-1398/1455,16-17=-1415/1443,17-18=-1441/1435,18-19=-1449/1419 BOT CHORD 1-36=-1157/1212,35-36=-1157/1212,34-35=-1157/1212,33-34=-1157/1212, 32-33=-1157/1212,31-32=-1157/1212,30-31=-1157/1212,29-30=-1157/1212, 111111 i! 28-29=-1157/1212,27-28=-1156/1212,26-27=-1156/1212, 24-25=-1156/1212,23-24=-1156/1212,22-23=-1156/1212,21-22=-1156/1212, `• %'QUIN V& ,�, 20-21=-1156/1212,19-20=-1156/1212 •• , GEN•'•• �'• WEBS 10-28=-897/777,6-39=-549/596,38-39=-511/555,37-38=-556/605,28-37=548/597, � ••'V\ S' -••.. °0 6-32=-316/246,28-40=-548/597,40-41=-556/605,41-42=-511/555,14-42=-549/596, 0. No 6 818 2 14-24=-316/246 _� NOTES- 1)Unbalanced roof live loads have been considered for this design. •• 'O; Ij�/ :CC Z 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=1 olmph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;cave=oft;Cat. ST't 7: 0 F IQII;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-9-8,Interior(1)2-9-8 to 12-1-8,Exterior(2)12-1-8 to i (v Z.". 15-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and i, .n'••—` - forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •"/ (C` '•% 0 R 1 O,•\c '`' 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ��ss ....... r N,N 4)All Gpable End es are 2x4 MT20 unless applicable,or consult qualified building designer as per ANSI/TPI 1. /•t,,O N A� os 5)Gable studs spaced at 1-4-0 oc. Joaquin Velez PE No.68182 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634 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 6904 Parke East Blvd.Tampa FL 33610 will fit between the bottom chord and any other members. Date: 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) January 24,2018 1=598,19=598. 4 t iii. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design 6 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 possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/lPtl Quality Criteria,DSB-89 and BCSI Banding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Sidle 312.Alexandria.VA 22314. Tampa,FL 33610 i • Job Truss Truss Type Qty Ply T13037576 15023T0 T02 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:26 2018 Page 1 I D:RMENI BSOsIpEA2jiFrz5c7yVYhx-XdK3_2mCEEuBV6pDb8YZZKOOtaLnyi9Xxl W 3idzsCnt I 6-2-8 12-1-8 18-0-8 24-3-0 6-2-8 5-11-0 5-11-0 6-2-8 6x6= Scale=1:49.3 4 ii 7.00 12 23 24 2x4\\ 2x4// 3 5 C r4 5x6 i 2 22 25 5x6 6 1 ,0144 Le 7 m ., to -• 9 26 27 8 6x6= 6x6= 4x10 11 4x1103 I1 0 3I I0 &2 3 16-0-13-1 i _ 24-0-0- o1300 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[7:0-6-12,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 0.91 Vert(LL) 0.28 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.42 8-9 >692 180 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:128 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 5-7-7 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0,Right 2x8 SP No.2 2-0-0 REACTIONS. (lb/size) 1=970/0-3-8,7=970/0-3-8 MaxHorz 1=-201(LC10) Max Uplift 1=-599(LC 12),7=-598(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1245/1215,3-4=-1118/1258,4-5=-1118/1258,5-7=-1245/1215 BOT CHORD 1-9=-923/990,8-9=-579/722,7-8=-923/990 WEBS 4-8=-580/417,5-8=-320/196,4-9=-580/417,3-9=-320/196 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=5.Opsf;BCDL=5.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 12-1-8,Exterior(2)12-1-8 to ,�11I I I I11/ 15-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and �_„0111111111/11 � 77, forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``'� PQU• •j N• VF< ��,, 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. `% ,O .•GEN '•F��i., 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 ..'�,• \ S$-••• I, will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N o 6 81 8 2 1=599,7=598. Z. *: ••* • CC Z • S , •� OF �1L - • -le (�Si•(. OR\•O•' Cj\ •% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 24,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 10-7473 rev.10/032015 BEFORE USE Ni 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 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/1Pil 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 113037577 15023T0 T02A Roof Special 1 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:27 2018 Page 1 ID:RMENI BSOsIpEA2jiFrz5c7yVYhx-?quRBOnq?X027GOQ8r3o5YxJsI IhingAxGcE3zsCns 1 6-2-8 1 12-1-8 1 18-0-5 1811-8 20.5-14 1 22-11-0 124-3-11 6-2-8 5- 1-0 5-10-13 0- -3 2-4-6 2-5-2 1-4-0 5x6= Scale=1:51.3 3 %\ 7.00 12 18 19 4.00112 Ili 2i64x5 n17 7 8 3x4 I I uu 1 �y as - � r� 'efi c 1.1 Iwr C •vc•v .•vvv•c ••• 14 13 12 11 10 9 6x6= 6-2-8 1 12-1-8 I 18-0-5 184-820-5-14 ( 24-3-0 6-2-8 5-11-0 5-10-13 04-3 2-4-6 3-9-2 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) -0.05 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 11-12 >999 180 BCLL 0.0 • Rep Stress'nor YES WB 0.23 Horz(CT) 0.02 15 n/a n/a BCDL 10.0 Code FBC2017T P12014 Matrix-S Weight:115 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.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-14:2x6 SP No.2 REACTIONS. All bearings 24-3-0. (Ib)- Max Horz 14=233(LC 11) Max Uplift All uplift 100 lb or less at joint(s)14,10 except 13=-248(LC 12),15=104(LC 12),11=-216(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,9,10,15 except 14=262(LC 1),13=674(LC 17),12=523(LC 18),11=569(LC 18) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-381/317,3-4=-374/300 WEBS 2-13=-511/317,6-16=-327/157,15-16=-320/143,4-11=-431/278 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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-1-8,Exterior(2) 1 1 1 1 1 1 1, left d right and right exposed;C-C for ml9-3-1 to 24-1-4 zone;cantilever embers and forces&MWFRS foreft and reactions right exposed DOL�!60 plate grip DOL—exposed;porch left ,`e'Q.0111111111i. N• V- oe 3)All plates are 2x4 MT20 unless otherwise indicated. �• , • GEN 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : \.- ' -.•.� t• 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. N O 68182 6)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify : * •* capacity of bearing surface. _ : 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,10 except (pup)13=248,15=104,11=216. • •; S •i I•r OF F : i •i ".• c•C`.c`- /OR ,OP \ ..• Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 i Ili A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AQ-7473 rev.10/03/2015 BEFORE USE Design valid for use only wilts 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/lPl l 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,Nexan dria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type , Qty Ply TI3037578 15023T0 T03 Roof Special 1 1 ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:28 2018 Page 1 I D:RM ENIBSOsIpEA2jiFrz5c7yVYhx-UORpOkoSmr8vkQzciZal elUR8N27Qe4gOb?AmWzsCnr 6-2-8 12-1-8 18-0-5 22-0-1 26-3-5 6-2-8 I 5-11-0 I 5-10-13 3-11-12 I 4-3-4 Scale=1:51.0 5x6= 4 r7 7.00 12 17 18 4x5 i 5 6x8 4.001_12_ 3 �� eir 4x5 6 19 16 2x4I 5x6 i 7 2 $ T' v 1 11 10 9 8 4x10 II 2x4 II 7x10= 4x5= 4x5= 6-2-8 12-1-8 18-0-5 26-2-14 26-3-5 6-2-8 5-11-0 5-10-13 I 8-2-9 0-0-6 Plate Offsets(X,Y)— [1:0-3-4,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Inc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.25 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 8 ria n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1045/0-5-8,8=1045/0-7-0 Max Horz 1=205(LC 11) Max Uplift 1=-274(LC 12),8=274(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1482/456,3-4=-1144/430,4-5=-1140/422,5-6=-1534/480 BOT CHORD 1-11=-360/1256,10-11=-360/1256,9-1(=-390/1418,8-9=-410/1229 WEBS 5-10=-623/249,4-10=-210/753,6-9=0/286,3-10=-471/205,6-8=-1424/473 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=5.Opsf;BCDL=5.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 12-1-8,Exterior(2)12-1-8 to 1�1111/ 15-1-8,Interior(1)18-0-5 to 26-1-9 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions %%%,�,t �.,', shown;Lumber DOL=1.60 plate grip DOL=1.60 ,S.0nQU N v ,,� , •.•3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � , C E•N•`S•'• 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 �� \,\ rt... tel• will fit between the bottom chord and any other members. .; • • i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N O 6 81 8 2 1=274,8=274. Z *; •* �' S �d OF acv " •",.,SSS( O R , • r-,\ .�• ,11``/0.......A ���%. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Ili, 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 overdl 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 Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inforenallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 336th Job Truss Truss Type ' Qty Ply T13037579 15023T0 T04 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:28 2018 Page 1 ID:RME NIBSOsIpEA2ji Frz5c7yVYhx-UORpOkoSmr8vkQzciZa i eI DOW N 1 wiDbogOb?AmWzsCnr 6-2-8 12-1-8 18-0-5 23-0-1 28-3-5 6-2-8 5-11-0 l 5-10-13 I 4-11-12 I 5-3-4 Scale=1:52.3 5x6= 4 0-1 7.00 . 18 19 4x5 i 6x8 r 5 4.00112 3 7 i 4x5 rt 1 6 5x6 i 17 y 20 2 4x5 1 sa': ro i ^ _ - mom . I" 12 11 10 9 8 4x10 II 2x4 II 7x10= 6x6= 5x6= 2x4 II 6-2-8 12-1-8 18-0-5 23-0-1 28-3-5 6-2-8 I 5-11-0 I 5-10-13 I 4-11-12 l 5-3-4 Plate Offsets(X,Y)- [1:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.10 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.21 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. SLIDER Left 2x8 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1125/0-5-8,8=1125/0-7-0 Max Horz 1=-206(LC 10) Max Uplift 1=-295(LC 12),8=-295(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1608/494,3-4=-1292/467,4-5=-1289/463,5-6=-1905/593,6-7=-2033/601, 7-8=-1065/373 BOT CHORD 1-12=-350/1325,11-12.350/1325,10-11=-454/1748,9-10=-538/1885 WEBS 5-11=-871/331,4-11=-248/880,5-10=0/260,7-9=-466/1745,3-11=-454/203 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,�I I I I I I g II;Exp FRS ectional)and C-C Exterior(2)0-0-0 to 3-0-0, )3-0-0 to 12-1-8, (2)12-1-8 15-1-8,C;End.,GCpi=0.18;Interior(1)18-0-5 to 28 1 9 zone;rend vertical left and right exposed;C-C for membersland forces&MW FRS for rreacti ns to `%' PQU . V`<���,I shown;Lumber DOL=1.60 plate grip DOL=1.60 �� O • 0i.• 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •; ••' \GENS -••. 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 • i will fit between the bottom chord and any other members. N o 6 818 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Z * •;* 1=295,8=295. - ' 13 S `, OF .� ' �,,i,/,S,O N A'��,` Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 IMMO A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MIEK REFERANCE PAGE M8-7473 rev.10/03/2015 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 building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. ecacing 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. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 4" Job Truss Truss Type Qty Ply T13037580 15023T0 105 Roof Special 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:29 2018 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-yC?Bc4p4X8GmMaYoGG5GAzOa1 nJj992zdFljJyzsCnq 6-2-8I 12-1-8 18-0-5 I 23-11-2 I 29-11-0 6-2-8 5-11-0 5-10-13 5-10-12 5-11-14 Scale=1:55.0 5x6= 4 %14141111111114144444 7.00 12 2021 4x5 i 6x8 5 3 4.0012 NN it% IIIIIIIIIIIIIIIIIIIIII r, 7. 4x5 5x6 i 19 6 2 22 e: 7 6 1 m ff 1 ® _14: 1,,t,6 p 11 10 9 8 4x10 I I 2x4 II 7x10= 6x8= 2x4 I I 4x5= 3x8 II 6-2-8I 12-1-8 I 18-0-5 I 23-11-2 I 29-11-0 6-2-8 5-11-0 5-10-13 5-10-12 5-11-14 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[7:0-0-0,0-1-13],[7:0-3-2,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.33 8-9 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.44 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-10 WEDGE Right 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1197/0-5-8,7=1197/0-5-8 Max Horz 1-205(LC 10) Max Uplift 1=-314(LC 12),7=-314(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1729/527,3-4=-1422/502,4-5=-1421/500,5-6=-2253/679,6-7=-2751/806 BOT CHORD 1-11=-334/1418,10-11=-334/1418,9-10=-495/2063,8-9=-696/2558,7-8=-696/2558 WEBS 4-10=-286/993,5-9=23/387,6-9=-537/216,5-10=-1120/397,3-10=-443/199 NOTES- 1)Unbalanced roof live loads have been considered for this design. . , 11‘‘ I�t,/ 11 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,���� /iI1�� 15--Exp 1-8,CIn Interior(1) 5 to 9-11 0 zone;FRS(directional) nd vertical left and right(expo ed;C-o C for members-0, )and forces&1-8,MW RS for2)12-1-8 reado reactions •`%`OPpu!N ��4�,'0 I shown;Lumber DOL=1.60 plate grip DOL=1.60 ,•% �•'�\"E N Ss- •� • 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 wideN O 6 81 8 2 will fit between the bottom chord and any other members. * * 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=1b) 1=314,7=314. =–0 I/ STA ra OF :14/:: �i'sSi0NA�•:%%• `% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MH-7473 rev.10/032015 BEFORE USE Iiii • Design valid for use only with MiTek®connectors.This design Is based ordy 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 bratng 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/iPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Ill Job Truss Truss Type Qty Ply I T13037581 15023T0 106 Roof Special 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:30 2018 Page 1 I D:RMENI BSOsIpEA2jiFrz5c7yVYt1x-QPZapQpi ISOd_j7_gzcVjAZlmBhuuW r7svUGrOzsCnp 6-1-12 12-0-0 17-10-13 22-10-11 27-8-2 29-9-8 6-1-12 1 5-10-4 I 5-10-13 4-11-14 l 4-9-6 2-1-6 Scale=1:56.5 5x6= 4 7.00 I12 22 23 4x5 i 6x8 5 3 4.00 12 'Co 4x5 14 6 5x6 .* 21 224 7 1 B• IdAfrP° .. Pillill01111.11111111111111111111—...m010.1111104x5bbl:.--u. (•7, I,c) 14 IC.113 12 11 10 9 5x12 II 2x4 II 7x10= 6x6= 5x6= 2x4 !I 4x5= 3x8 11 6-1-12 12-0-0 17-10-13 22-10-11 27-8-2 29-9-8 6-1-12 I 5-10-4 I 5-10-13 I 4-11-14 I 4-9-6 I 2-1-6 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[8:0-0-0,0-1-13],[8:0-3-2,Edge],[10:0-3-0,0-2-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.10 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.21 12-13 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.79 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:162 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1080/0-4-0,8=-273/Mechanical,9=1576/0-4-15 Max Horz 1=-203(LC 10) Max Uplift 1=-284(LC 12),8=-273(LC 1),9=-409(LC 12) Max Gray 1=1080(LC 1),8=68(LC 12),9=1576(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1513/466,3-4=-1205/445,4-5=-1204/436,5-6=-1704/528,6-7=-1629/476, 7-8=-147/602 BOT CHORD 1-13=-281/1226,12-13=-281/1226,11-12=-363/1566,10-11=-375/1499,9-10=-523/145, 8-9=-523/145 WEBS 4-12=-227/804,5-12=-738/296,3-12=-432/196,7-9=-1399/481,7-10=-522/2064, %11I1111/ 6-1 -349/158 ``%S%CtU I N �/�� ,,N , 1) TES-Unbalanced roof live loads have been considered for this design. ,�� ,••\,�G E N S'�•.••� �°•• 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL-5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;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 12-0-0,Exterior(2)12-0-0 to No 68182 15-0-0,Interior(1)17-10-13 to 29-9-8 zone;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 S T! ,iI O F will fit between the bottom chord and any other members. /.Ijv 5)Refer to girder(s)for truss to truss connections. . ,n' •�` i P..** � 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .:••• <C\ 0 R \O, rA\,.% 1=284,8=273,9=409. ♦ s Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 i i wilt A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use oily 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 MiMek 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 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 4 t Job Truss Truss Type Qty Ply I T13037582 15023T0 TOGA Roof Special 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:31 2018 Page 1 I D:RME NIBSOslpEA2ji Frz5c7yVYhx-ub7y1 mgK3mW UbthBNh8kGO5yBb31 d?IG5ZEgNgzsCno 6-1-12 12-0-0 17-10-13I 21-9-8 I 25-8-1 I 28-7-8 29-9-8I 6-1-12 5-10-4 5-10-13 3-10-11 3-10-9 2-11-7 1-2-0 Scale=1:55.4 5x6= 4 7.0012 23 4.00 12 455 6x8 5 3 r ,tebli,�6x6= 23(4 II 4x5= F.: 6 7 8 5x6 i 217 = 24 * 25 0 e) el 2 (\ 1 _ N eSN I, , ii- Et 4• Egi t 1 "D 254 II to 16 15 14 134510 II 12 4x10 II 2x4 I I 7x10= 656= 455_ 3x4 II 3x4= 6-1-12 12-0-0i 17-10-13 I 21-9-8 I 25-8-1 i 28-7-8 29-9-8, 6-1-12 5-10-4 5-10-13 3-10-11 3-10-9 2-11-7 1-2-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-21 LOADING(psi) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.07 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.15 15-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 254 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, BOT CHORD 2x4 SP No.2'Except` except end verticals. 10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=965/04-0,9=-242/Mechanical,13=1649/0-4-15 Max Horz 1=-167(LC 10) Max Uplift 1=-249(LC 12),9=-242(LC 1),13=424(LC 12) Max Gray 1=965(LC 1),9=50(LC 12),13=1649(LC 1) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1324/407,3-4=-999/382,4-5=-994/370,5-6=-1160/355,6-7.124/459, 7-8=-136/500 BOT CHORD 1-16=-351/1111,15-16=-351/1111,14-15=-318/1084,13-14=-238/682,12-13=-317/83, 10-11=-90/326 WEBS 4-15=-164/612,5-15=-402/174,6-14=-95/530,11-13=-605/264,7-11=-290/179, 8-11=-587/166,6-13=-1432/450,3-15=-459/203 `,�11111111/III NOTES- ,,•01 Pp 0 IN• VFX ,,� 1)Unbalanced roof live loads have been considered for this design. �• •O ei 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=oft Cat. , •.••s,,\G E N SF•.'? % 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 12-0-0,Exterior(2)12-0-0 to 15-0-0,Interior(1)17-10-13 to 21-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60sNot)Va681 82 grip DOL=1.60 r. *; •;* 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 13 S t4 ' OF :L/ will fit between the bottom chord and any other members. 1.O • 6)Refer to girder(s)for truss to truss connections. T'•• ' P 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ••..< '•' 0 R \O, �'`%• 1=249,9=242,13=424. I S Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 t, _ t _ A WARNING-Verify design parameters and 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.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 truss systems,seeANSI/IPII Qu allty 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 Y • Job Truss Truss Type Oty Ply I T13037583 15023T0 T07 Monopitch Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:32 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-MnhKE6rzg3fLD1 GNxOfzobeEC?RYMbsPJDzNvHzsCnn I 2.10-0 6-0-0 I 2-10-0 3-2-0 Scale=1:27.0 4 2x4 I 7.00 12 3x4 i 3 e5 5x6 4 2 1 .. 1 . .2.4__ 5 % 1,60 6 • ' i ■ 13 3x4_ V D 12 NAILED MI 7 3x8 II NAILED 2x4 II 2-10-0 6-0-0 2-10-0 3-2-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-6],[3:0-1-12,0-1-8] I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.04 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.11 Horz(CT) -0.02 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 2x4 SP No.2'Except' except end verticals. 3-7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=84/0-5-8,5=74/Mechanical • Max Horz 1=140(LC 8) Max Uplift 1=-155(LC 8),5=-274(LC 8) Max Gray 1=231(LC 28),5=257(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 3-6=-274/96,5-6=-346/287 WEBS 3-5=-317/383 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,i a i i,i, 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,,�� ��4� 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 `�• POU N VFX '• e will fit between the bottom chord and any other members. `�• ,� .•r' E N ��'i� 4)Refer to girder(s)for truss to truss connections. �� •••\,\ S'�••"• *. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i 1=155,5=274. = No 68182 6)"NAILED"indicates 3-10d(0.148'x3')or 3-12d(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 . " .� ST' VI OF : IQ. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .• (V . Uniform Loads(plf) • . ,�� 0 R 1,P••, Vert:1-4=-60,7-8=-20,5-6=-20 • 11, Concentrated Vert:12a1161ds(lb)(F)13=149(F) • ,�''s`S/O N AL Ec.' IiiiiiiIIIti1�,` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MITeka connectors.this design Is based only upon parameters shown.and is for an in dMdual 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 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 T13037584 15023T0 T08 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:34 2018 Page 1 I D:RMEN I BSOsIpEA2j i Frz5c7yVYhx-IAp4fosDMhv2SLQm3phRtOjS2o46gJ I inXS U_9zsCnl 5-10-8 12-0-0 18-1-8 22-4-88-1q 26-7-8 29-0-5 34-2-8 37-4-0 39-8-0 I 5-10-8 6-1-8 6-1-8 4-3-0 �1-4-1i 2-10-15 12-4-13 I 5-2-3 3-1-8 I 2-4-0 Scale=1:77.4 5x6= 7.00 V 3 is NAILED 4x5= 6x6— g — 4x10= 2x4 II 7x6= 4x5= 1 4 5 6 NAILED 7 NAILEDNAILED 8 n�n r�n�n•.�r- - Y •e (7 q a ...Aill"1"115-"= u� ♦ 14 NAILED 13 1'r" o 22 21 20 19 183c4= 17 ace II 29 30 31 32 10 11 9 NAILED 2x4 I I 4x5= 7x10= 4x5= 3x5 I I 3x4= 4x10= 2x4 I 3x5 I I NAILED 4x5= NAILED2x4- NAILED 2x4— 5-10-8 12-0-0 18-1-8 23-8-10 26-7-8 29-0-5 34-2-8 37-4-0 39-8-0 I 5-10-8 I 6-1-8 I 6-1-8 I 5-7-2 1 2-10-15 12-4-13 I 5-2-3 3-1-8 I 2-4-0 I Plate Offsets(X,Y)-- [9:0-2-12,0-1-8],[15:0-2-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.64 Vert(LL) 0.10 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,66 Vert(CT) -0.10 13-14 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.89 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:245 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 15-17,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 22=843/0-4-0,9=926/0-4-0,18=2043/0-4-1 Max Horz 22=101(LC 7) Max Uplift 22=246(LC 32),9=-494(LC 5),18=-792(LC 8) Max Gray 22=851(LC 21),9=944(LC 36),18=2043(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-800/267,1-2=-888/261,2-3=-796/287,3-4=-795/286,4-5=-603/251, 5-6=-704/542,6-7=-704/542,7-8=-1047/609,9-11=-905/509,8-11=-853/530 BOT CHORD 20-21=-270/906,19-20=-260/623,18-19=-509/190,17-18=-392/132,14-15=-532/202, 13-14=-624/1061 WEBS 1-21=-315/1074,2-21=-517/254,2-20=-385/135,3-20=-75/396,4-19=-693/279, 5-19=-362/1322,16-18=-1892/835,5-16=-1869/842,6-14=-316/173,5-14=-821/1441, 7-14=-517/125,7-13=-334/346,8-13=-704/1189 `111111111111/ NOTES- 1)Unbalanced f live loads have been considered for 2)Wind:ASCEr7 10;Vult=1130mph(3 second gust)Vasd=10 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=4Oft;eave=5ft;Cat. �s design. �`,``�•OPaC''�N',-.•. ,'% II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 i 3)Provide adequate drainage to prevent water ponding. No 68182 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z *: ;* 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 100 lb uplift at joint(s)except(jt=lb) - OP 22=246,9=494,18=792. %=O'••• ' /• (• . n •.Li 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. i ,\ /<'4 1 P•• 4 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). *� `� •• • R \'C'•••c '`'' 1)Dead LOACASE(S) Live(balanced):Lumber Increase=125,Plate Increase=1.25 ',ndard �''i 1"//111111"- Uniform N A;1� �� Uniform Loads(plf) Joaquin Velez PE No.68182 Veil:1-2=60,2-3=-60,3-4=-60,4-8=-60,17-22=-20,12-15=20,9-10=-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Veil:12=-52(B)25=-90(B)26=-90(B)27=-90(B)28=-100(B)29=-54(B)30=-62(B)31=-62(B)32=-62(B) Date: January 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Mit Design valid for use only with MiTeke 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 MiTek* S 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 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 T13037585 15023T0 T09 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:35 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-mMMTs7tr7_1v4V?ycXCgQEGa5CNDZsXs?BC1 WczsCnk 7-7-4I 12-0-0 I 16-4-12 I 21-1-6 23-8-3 125-9-15 31-7-4 I 37-4-0 39-8-0 I7-7-4 4-4-12 4-4-12 4-8-10 2-6-14 2-1-12 5-9-4 5-8-12 2-4-0 Scale=1:71.8 6x6= 7.0012 3 22 4x5= 6x6 6x6= 4x10= 7x6= 455= 1 21 4 5 6 7 N 3 24 - ri N 1 0Os "� 13 12 0 11t B Im 19 18 25 26 17 1Ex4=153x4 II 2x4 !I 9 0 8 4x10= 2x4 II 7x10= 7x10= 2x4 I I 3x4= 2x4 4 2x4= 7-7-4 16.4-12I 23-8-3 25-9-151 31-7-4 I 37-4-0 i 39-8-0 7-7-4 8-9-8 7-3-7 2-1-12 5-9-4 5-8-12 2-4-0 Plate Offsets(X,Y)-- (17:0-4-12,Edge],[18:0-4-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.28 17-18 >993 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.80 Vert(CT) -0.45 17-18 >630 180 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:246 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* except end verticals. 13-15,9-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16 REACTIONS. (lb/size) 19=849/0-4-0,8=496/0-4-0,16=1804/0-3-8 Max Horz 19=-72(LC 10) Max Uplift 19=-230(LC 12),8=-171(LC 9),16=455(LC 12) Max Gray 19=849(LC 1),8=513(LC 22),16=1804(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-788/330,1-2=-841/268,2-3=-1080/404,3-4=-853/344,4-5=-664/217, 5-6=-444/170,6-7=444/170,8-10=-475/185,7-10=-429/203 BOT CHORD 17-18=-195/592,16-17=-357/69,15-16=-309/28,12-13=-366175 WEBS 1-18=-309/998,2-18=880/418,3-18=-180/628,3-17=-92/272,4-17=-720/365, 5-17=-347/1248,14-16=-1650/605,5-14=-1635/609,5-12=-259/881,6-12=-507/299, 7-12=-183/450 NOTES- 1) OTES ,``,I11111111/1iti ,I,I 2)Wind:ASCE r77--10;of /Vult=1130mph(3-see loads have been cond gust)Vasdonsidered for =10 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. ,��s design. ��OPQU N•- • ��� ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-6,Interior(1)4-1-6 to 12-0-0,Exterior(2)12-0-0 :♦♦ �••'.\GEN 5�.•. �i°, to 15-11-10,Interior(1)16-4-12 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate • • grip DOL=1.60 _ No 68182 3)Provide adequate drainage to prevent water ponding. Z * * 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,with BCDL=10.0psf. "17 r f (byothers) bearingcapable9upliftjoint(s)exceptU— ) i53.'• ' /• 1•F 0- 6Provide mechanical connectionof truss to plate of withstanding 100 lb at oint s t—Ib �O �: 19=230,8=171,16=455. i .e. • T r rt Q`•• • '1A/1")/ON A�E 0‘�� Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE!10.7473 rev.10/03/2016 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding 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 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/iell Quality Criteria,DSB-89 and BCSI Building Component j 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 City Ply i T13037586 15023T0 T10 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:36 2018 Page 1 I D:RM E N I BSOsI pEA2j i Frz5c7yVYhx-FZwr4TuTul9miea8AEjvzRpnscnq lGA?E rxb22zsCnj 4-8-0 9-4-0 12-0-014-8-0 19-3-0 23-8-3 25-9-15 31-7-4 37-4-0 39-8-0 4-8-0 4-8-0 2-8-0 i 2-8-0 4-7-0 4-5-4 2-1-12 I 5-9-4 5-8-12 2-4-0 Scale=1'.71.4 7.00 PIZ 5x6= 4 4x5= 7x6— fi 7x6= 7x10= 4x5= 1 2 .� 5 6 7 8 9 238 �� 9 4 25 0 1-'• V,,, .6 ro 5 , Io v Y 14 22 21 26 27 20 28 29 19 18 17 4x10—_ 11 3112 10 3x4 II 3x4= 4x10= 7x10= 4x10= 3x4= 4-8-0 9 4 0 12-0-0 14-8-0 19-3-0 23-8-3 25-9.15 31-7-4 37-4-0 39-8-0 4-8-0 4-8-0 2-8-0 2-8-0 4-7-0 4-5-4 1 2-1-12 I 5-9-4 I 5-8-12 I 2-4-0 Plate Offsets(X,Y)-- [7:0-4-12,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.09 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.18 13-14 >999 180 BCLL 0.0 ` Rep Stress!nor YES WB 0.67 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:278 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` except end verticals. 15-17,11-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-18 REACTIONS. (lb/size) 22=858/0-4-0,10=509/0-4-0,18=1783/0-3-8 Max Horz 22=-44(LC 10) Max Uplift 22=-238(LC 12),10=-177(LC 9),18=436(LC 12) Max Gray 22=858(LC 1),10=560(LC 24),18=1837(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-824/328,1-2=-532/185,2-3=-532/185,3-4=-746/281,4-5=-747/278, 5-6=-314/138,6-7.314/138,7-8=-388/150,8-9=-388/150,10-12=-489/194, 9-12=-445/211 BOT CHORD 20-21=-266/739,19-20=-249/657,18-19=-321/36,17-18=-301/6,14-15=-312/35 WEBS 3-20=-327/160,4-20=-179/567,16-18.1658/571,7-16.1639/580,7-14=-217/774, 8-14=-528/311,9-14=-173/427,7-19=-291/1014,5-19=-599/184,1-21=-306/886, 2-21=-322/206,3-21=-337/136 ,11111111111// ♦O% UIN t/ -:��1,, NOTES- ♦ Q •/ 1)Unbalanced roof live loads have been considered for this design. s♦ F 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. :�� �••�\G E•N S�••••' ��10 II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-6,Interior(1)4-1-6 to 12-0-0,Exterior(2)12-0-0 to 14-8-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60N O 6 81 8 2 • 3)Provide adequate drainage to prevent water ponding. r. *; •* 4)All plates are 2x4 MT20 unless otherwise indicated. — 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .• :• S .14 OF will fit between the bottom chord and any other members,with BCDL=10.Opsf. 0 •7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� ,\•••.0 / -.•• 22=238,10=177,18=436. :. <' ••• • •R \ • G"`♦• Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 /, I A WARNING-Verify design parameters and 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 building design. Bracing Indk;ated 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.seeANSUlPII 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 I Truss Type Qty Ply J T13037587 15023T0 T11 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:37 2018 Page 1 I D:RM E NI BSOsIpEA2j i Frz5c7yVYhx-jl U D Hpv5fc HdJo9LkxE9VfLxG0781 jh8TVh8bUzsCni 7-11-4 15-10-12 23-8-3 ,25-9-15 31-7-4 37-4-0 39-8-0 7-11-4 7-11-8 7-9-8 ' 2-1-12 I 5-9-4 5-8-12 2-4-0 Scale=1:68.4 4x5= 7x6= 4x10= 6x8= 4x5= 1 19 2 20 21 3 4 22 23 5 6 cit •' o a] n L.- N-8/ 1,,' ! n 2 10ill o 1'? 18 24 25 26 1 27 1t 28 7 0 17 16 5 14 4x10= 8 7x10= 6x6= 3x4= 7-11-4 15-10-12 23-8-325-9-15 31-7-4 37-4-0 39-8-0 7-11-4 7-11-8 7-9-8 2-1-12 5-9-4 5-8-12 2-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.11 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.20 10-11 >951 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:260 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*Except* except end verticals. 12-14,8-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-18,4-15 REACTIONS. (lb/size) 18=877/0-4-0,7=538/0-4-0,15=1735/0-3-8 Max Uplift 18=-256(LC 8),7=179(LC 9),15=-426(LC 12) Max Gray 18=909(LC 17),7=600(LC 17),15=1925(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-809/348,1-2=-684/235,2-3=-684/235,3-4=-583/210,4-5=-340/131, 5-6=-340/131,7-9=-518/202,6-9=-458/219 BOT CHORD 16-17=-221/605 WEBS 1-17=-309/903,2-17=-510/310,3-16=-534/280,4-16=-296/1060,4-11=-177/645, 5-11=-514/303,6-11=-160/400,13-15=-1584/586,4-13=-1564/589 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-6,Interior(1)4-1-6 to 39-6-4 zone;C-C for 011111111I members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,��� iA/i� 2)Provide adequate drainage to prevent water ponding. `_% PpU I N VFX it, 3)All plates are 2x4 MT20 unless otherwise indicated. •% ,0•••G E N F� -' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , ••'\. SSC`•• 1. 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. N O 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : * * 18=256,7=179,15=426. :13.* ST‘ I,/jOF J + • 'i < •'•( OR1 ). \ ,% 0,il`'/ONA —E?C�s. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek6 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.seeANSI/1Pl l 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 TI3037588 15023T0 T12 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:38 2018 Page 1 I D:RMENI BSOsIpEA2jiFrz5c7yVYhx-Bx2bV9wkQvPUxykXlfmO2su6bPTSm901 i9Qh7xzsCnh 7-11-4 15-10-12 23-8-3 25-9-15 31-7-4 37-4-0 39-8-0 7-11-4 7-11-8 7-9-8 l 2-1-12 1 5-9-4 1 5-8-12 2-4-0 Scale=1:68.9 4x5= 7x6= 4x10= 6x8= 4x5= 1 19 2 20 21 3 4 22 23 5 6 l e w ., rl2 1� 1 I`° 11 18 24 17 25 16 26 15 14 27 4x10= 28 8 9 7 7x10= 6x6= 3x4= 3x4- 7-11-4 15-10-12 23-8-3 25-9-15I 31-7-4 37-4-0 I 39-8-0 7-11-4 7-11-8 7-9-8 2-1-12 5-9-4 5-8-12 2-4-0 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.14 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.23 10-11 >827 180 BCLL 0.0 • Rep Stress Incr YES WB 0.71 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:274 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 12-14,8-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-18,6-7,2-17,3-16,4-15 REACTIONS. (lb/size) 18=88610-4-0,7=551/0-4-0,15=1713/0-3-8 Max Uplift 18=-259(LC 8),7=-183(LC 9),15=-416(LC 12) Max Gray 18=933(LC 17),7�22(LC 17),15=1962(LC 17) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-818/352,1-2=-608/210,2-3=-608/210,3-4=-528/192,4-5=-309/120, 5-6=-309/120,7-9=-538/208,6-9=-473/225 BOT CHORD 16-17=-202/547 WEBS 1-17=-295/858,2-17.511/311,3-16=-526/276,4-16=-271/1010,13-15=-1604/576, 4-13=-1553/579,5-11=-515/303,4-11=-155/606,6-11=-157/392 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-6,Interior(1)4-1-6 to 39-6-4 zone;C-C for 01111111/1/1. members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��% / 2)Provide adequate drainage to prevent water ponding. `b" ,QU I N• V�/ �l.e 3)All plates are 2x4 MT20 unless otherwise indicated. `%• ,Q .•G�E�N • ���i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� • S�`' • �°� 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. N O 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Z * * 18=259,7=183,15=416. :�•* i S . i(I OF :• � 'ItIII111i11, Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*11-7473 rev.10031015 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,seeANSi/lPlt 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 r Qty Ply 113037589 1502310 113 Roof Special 1 1 Job Reference(optional) i Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 Mitek Industries,Inc. Wed Jan 24 07:41:39 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-f7cziVwMBDXLZ6JjrMHda4RH FpoKVa3RwpAFfNzsCng 7-11-4 15-10-12 23-8-3 25-9-151 31-7-4 l 37-4-0 I 39-8-0 7-11-4 7-11-8 7-9-8 2-1-12 5-9-4 5-8-12 2-4-0 Scale=1:68.9 4x5= 7x6= 4x10= 6x8= 4x5-,--- 1 1 19 2 20 21 3 4 22 23 5 6 n g • em, LCn g / tIN lit 18 24 17 25 16 26 15 14 27 4x10= 28 8 9 7 7x10= 6x6= 3x4= 3x4= 7-11-4 15-10-12 I 23-8-3 I25-9-151 31-7-4 I 37-4-0 39-8-0 7-11-4 7-11-8 7-9-8 2-1-12 5-9-4 5-8-12 2-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.25 10-11 >752 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.79 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/1P12014 Matrix-MS Weight:288 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` except end verticals. 12-14,8-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-18,6-7,2-17,4-15,5-11,3-16 REACTIONS. (lb/size) 18=896/0-4-0,7=566/0-4-0,15=1688/0-3-8 Max Uplift 18=-263(LC 8),7=188(LC 9),15=-406(LC 12) Max Gray 18=956(LC 17),7=643(LC 17),15=1982(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-828/357,1-2=-5551191,2-3=-555/191,3-4=-487/179,4-5=-286/112, 5-6=-286/112,7-9=-559/215,6-9=-489/232 BOT CHORD 16-17=-188/503 WEBS 1-17=-286/833,2-17=-512/311,13-15=-1612/565,4-13=-1563/568,5-11=-517/304, 6-11=-157/391,4-11=-138/573,3-16=-516/271,4-16=-251/969 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-6,Interior(1)4-1-6 to 39-6-4 zone;C-C for ,11 I l i l members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``,11 ./I77 2)Provide adequate drainage to prevent water ponding. `,� P QU)N V 7�� 3)All plates are 2x4 MT20 unless otherwise indicated. `�%%%0 ,O••• ' E•N "c �i0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , ••'\- S -. 10 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 • i will fit between the bottom chord and any other members,with BCDL=10.0psf. N No 68182 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) * * 18=263,7=188,15=406. — ' ST" pF� . 4�iC�•• OR \ • r\: ••• %••• Joaquin Velez PE No.68182 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. wit Design valid for use only with MITek8 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 sfabltty 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.seeANSUIPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ava table from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T13037590 15023T0 T14 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:40 2018 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-7KAMwrx_xXfCAGuvP4os7HzRVD8wE05b9TvoCpzsCnf 7-11.4I 15-10-12 I 23-8-3 I 31-7-4 I 39-8-0 7-11-4 7-11-8 7-9-8 7-11-0 8-0-12 Scale=1:67.9 4x5= 2x4 I I 7x6= 4x10= 6x8= 4x5= 1 13 2 14 15 3 4 16 17 5 18 6 n g .1 . n N 1 1 \ E 9 1 P 1 $ 19 11 20 10 21 9 22 8 23 2x4 17x10= 6x6= 2x4 I I 7x10= 2x4 I I 7-11-4I 15-10-12 23-8-3 31-7-4 I 39-8-0 7-11-4 7-11-8 7-9-8 7-11-0 8-0-12 LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.16 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.27 7-8 >697 180 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:297 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.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-12,6-7,2-11,3-10,4-9,5-8 REACTIONS. (lb/size) 12=932/0-4-0,7=619/0-4-0,9=1599/0-3-8 Max Uplift 12=262(LC 8),7—189(LC 9),9=-403(LC 12) Max Gray 12=1025(LC 17),7=681(LC 17),9=1814(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-870/359,1-2=-555/175,2-3=-555/175,3-4=-536/166,4-5=-288/101, 5-6=-288/101,6-7=-549/263 BOT CHORD 10-11=-174/548 WEBS 1-11=-279/887,2-11=-513/312,3-10=-481/269,4-10=-239/876,4-9=-1455/562, 4-8=-130/454,5-8.519/316,6-8=-156/444 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=10lmph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-6,Interior(1)4-1-6 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0.1:.1.1.1.1.11.1: 2)Provide adequate drainage to prevent water ponding. 0 /I� 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,`�� PQU N FX ,l# 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 %% ,O . EN Fc ''.0 will will fit between the bottom chord and any other members,with BCDL=10.0psf. � ••'�� Sz '•••� l• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • 12=262,7=189,9=403. ••• : N o 68182 81 8 2 1::: P0::::14;:i• �iQ �A\ T • 0, So. E �,••', s��N At- � Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 — A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITE(REFERANCE PAGE Md-7473 rev.101032015 BEFORE USE. imill 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/1PII Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informalon avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13037591 15023T0 T15 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:41 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-bW kk7Bycign3oQS6znJ5gV W nkdcpzfxkO7fMkFzsCne I 17-4-8 17-4-8 1, 7.00 12 13 Scale=1:54.5 12 ti 10 9 6x6 i 8 7 ' 6 i i',1 5 4 Ai i 3 " il.All- Ill iiiitI0 3x8 II 27 26 25 24 23 22 21 20 19 18 17 16 15 6x6= I 17-4-8 i 17-4-8 Plate Offsets(X,Y)-- [1:0-0-6,0-0-11],[1:0-0-13,0-5-6],[1:0-3-8,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 15 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:163 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 14-15,13-16,12-17 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings 17-4-8. (Ib)- Max Horz 1=422(LC 12) Max Uplift All uplift 100 lb or less at joint(s)15,1,16,17,18,19,20,21,22, 23,24,25,26 except 27=-128(LC 12) Max Gray All reactions 250 lb or less at joint(s)15,16,17,18,19,20,21,22, 23,24,25,26,27 except 1=295(LC 12) FORCES. (ib)-Max Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-608/511,2-3=-506/423,3-4=-462/387,4-5=-418/350,5-6=-373/313,6-7=-330/277, 7-8=-287/242 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. ����,`4U N,VF����i II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 2-8-8,Exterior(2)2-8-8 to 17-2-12 zone;C-C for ..% ,,•OP•'....... • "i members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : �,\C'E N St<`••• �� 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 ANSUTPI 1. N o 68182 3)All plates are 2x4 MT20 unless otherwise indicated. Z * * 4)Gable requires continuous bottom chord bearing. _ • 5)Gable studs spaced at 1-4-0 oc. ' '1 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ▪ • . l5 .• 9'• S :'"- OF : 1t/. 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 O 4 will fit between the bottom chord and any other members. . ,('•,.<` . '?' 8)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 lb uplift at joint(s)15,1,16,17,18, -••• (� 0 R 1 0•.•\ �% 7=128. 9)Beveled plate or shim required to provide fu l bearing surface with truss chord at joint(s)1. ',1'//S�O N A,�,,,0,` Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/932015 BEFORE USE. Design valid tot use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not1111. 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 stabtltty 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 BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute:218 N.Lee Street Suite 312,Alexandria,VA'22314. '1 Tampa.FL 33610 r , Job Truss Truss Type Qty Ply T130375921 15023T0 T16 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:42 2018 Page 1 I D:RMENIBSOsIpEA2ji Frz5c7yVYhx-3i 16KXzET8vwQZ 1 IXVgKCi3yT1 y0i6BucnOvGizsCnd 17-6-0 l 17-6-0 1 7.00 12 13 Scale-.154.5 12 11 10 ilr'l 9 6x6 le ro co 7 i,;'!0 6 00# :r 5 4 3 "111 1 11 ilv 1� li,l w 3x4- 27 26 25 24 23 22 21 20 19 18 17 16 15 6x6= 17-6-0 1 17-6-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - n/a 999 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S 1 Weight:162 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 14-15,13-16,12-17 REACTIONS. All bearings 17-6-0. (Ib)- Max Horz 1=422(LC 12) Max Uplift All uplift 100 lb or less at joint(s)15,1,16,17,18,19,20,21,22,23,24,25,26 except 27=-106(LC 12) Max Gray All reactions 250 lb or less at joint(s)15,16,17,18,19,20,21,22,23,24,25,26,27 except 1=269(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-591/497,2-3=-505/422,3-4=462/387,4-5=-418/350,5-6=-373/313,6-7=-330/277, 7-8=-286/242 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 2-10-0,Exterior(2)2-10-0 to 17-4-4 zone;C-C for �� �l l members and forces& S for tions wn; r DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in there acne of the otruss only.e For studs exposed to wind(normal to the face),see Standard Industry `% PQrJ .. VF4,,l v, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ``4% ,0•••;.......s••���°0 3)All plates are 2x4 MT20 unless otherwise indicated. .. Ne F••.• 0 4)Gable requires continuous bottom chord bearing. •• • 5)Gable studs spaced at 1-4-0 oc. N o 68182 • 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r. *: •* 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. -o • 4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,1,16,17,18, S f••' F • 19,20,21,22,23,24,25,26 except(jt=lb)27=106. O 4/ • O R , •C -0 F• •k .\•%'• /instil no Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A 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 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 IT 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/TPI I Quality Criteria,DSB-59 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 r Qty I Ply T13037593, 15023T0 T17 Monopitch Supported Gable 1 I 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:43 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-XvrUYszsES1 n1jcU4CLZIwb7zQICRZk1 rR8So8zsCnc 20-4-0 20-4-0 1• 15 Scale=1:62.8 7.0012 14, 13 12 11 10 6x6* 9 •v 8 M7 �, ' II. 4 lArd5 2 iii 3x4= 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 6x6= 20-4-0 20-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:207 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 16-17,15-18,14-19,13-20,12-21,11-22 REACTIONS. All bearings 20-4-0. (Ib)- Max Horz 1=490(LC 12) Max Uplift All uplift 100 lb or less at joint(s)17,1,18,19,20,21,22,23,24,25,26,27,28,29,30 except 31=-112(LC 12) Max Gray All reactions 250 lb or less at joint(s)17,18,19,20,21,22,23,24,25,26,27,28,29,30,31 except 1=308(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=683/574,2-3=-592/493,3-4=-550/459,4-5=505/422,5-6=460/384,6-7=-420/351, 7-8=-376/317,8-9=-330/278,9-10=-286/241 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 20-2-4 zone;C-C for %%111/ mem ers and s S for eactions r DOL=1.60 plate grip DOL=1.60 2)Trussbdesigned forewnd loads in therplane of the truss only.e For studs exposed to wind(normal to the face),see Standard Industry •`• •S,PQV N V -.4.ii Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �e ,O•'•* E N •• ' 000 3)All plates are 2x4 MT20 unless otherwise indicated. � •••\,\ `s6`•••• °0 4)Gable requires continuous bottom chord bearing. • i 5)Gable studs spaced at 1-4-0 oc. No 68182 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z * •* 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. -, .. II 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,1,18,19,20, �1 21,22,23,24,25,26,27,28,29,30 except Qt=1b)31=112. O • �• (v Z 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. �e..(\...k4 ' (\ ••.<`� 0 0 Q'••\C1`.. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 MOMWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/032015 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 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/OPt 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 r Oty Ply T13037594 15023T0 T18 Piggyback Base 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:45 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-UHzFzY?7m3HVH1 mtCdO1 gLhLbEINHMKJIdZtt zsCna I 5-10-8 11-5-8I 17-0-9 i 20-4-12 122-7-7 I 28-2-8 I 33-9-8 I 39-8-0 5-10-8 5-7-0 5-7-0 3-4-3 2-2-11 5-7-0 5-7-0 5-10-8 Scale=1:78.2 8x10 2x4 II 6x6 // 5 6 7 7.00171 I 8 .; 4x5 i 4x5 0 4 8 6x6 i t3 6x8 0 9 , ' 3 9 X' 1"> :..\/ '' 5 2124 t5 14� i. 25 I¢ 6x6— 4x10 II 4x5= 13 it _ 5x12= 6x8 4x5---- 22-7-7 22-7-7 88-0 17-09 20-3-12 -12 2!1-0-0 39 8-0 e s-0 I sae t 3-3-3 o--0 I 6-4-9 I — 10-8-0 2-2-11 Plate Offsets(XY)-- [1:0-6-10,0-0-2],[5:0-4-1,Edge1,[13:Edge,0-2-0],[14:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.29 11-12 >788 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.58 11-12 >394 180 BCLL 0.0 • Rep Stress Incr YES WB 0.86 Horz(CT) -0.02 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:279 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, BOT CHORD 2x4 SP No.2*Except- except end verticals. 6-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 2-2-0 oc bracing:11-12. SLIDER Left 2x8 SP No.2 1-6-0 1 Row at midpt 6-14 WEBS 1 Row at midpt 4-15,5-14,7-13,8-13 REACTIONS. (lb/size) 1=815/0-4-0,14=1589/0-3-8,11=752/0-4-0 Max Horz 1=-283(LC 10) Max Uplift 1=-257(LC 12),14=-331(LC 12),11.244(LC 12) Max Gray 1=815(LC 1),14=1637(LC 17),11=885(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1156/449,3-4=-1080/459,4-5=-575/379,5-6=-34W341,6-7=-348/344, 7-8=-372/326,8-9=-821/364 BOT CHORD 1-16=-277/1047,15-16=-143/720,14-15=0/318,13-14=-147/737,12-13=-105/557, 11-12=-224/714 WEBS 3-16=-317/208,4-16=-88/492,4-15=-699/319,5-15=-158/715,5-14=-881/173, 8-13=-762/285,8-12=-32/489,9-11=-799/296 ,``1111111111///I'' NOTES- `% PQU I N. �F4 �,# 1)Unbalanced roof live loads have been considered for this design. �% O • F �i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. :� .•\.\G•E�N SF... �� II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-10,Interior(1)3-11-10 to 17-0-9,Exterior(2) 17-0-9 to 22-7-7,Interior(1)28-4-3 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber NoDOL=1.60 68182 plate grip DOL=1.60 : >ft; * 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. =-O ; /Al f 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 „ . 2' A , ;• will fit between the bottom chord and any other members,with BCDL=10.Opsf. '.• S I O F 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,n�•.� O R h O P•.•\, 1=257,14=331,11=244. '., • C., .1",' �ONA�1E " Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ASI-7473 rev.10N3/2015 BEFORE USE. �t 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 arid 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 1 T13037595 15023T0 T19 Piggyback Base Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:46 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-yUXdAuOIXN PLuBL3mKvGNYDY0e6oekITXPM7PTzsCnZ I 5-10-8I 12-6-12 I 17-0-9 , 20-4-12 1 22-7-7 I 28-4-4 I 33-9-8 I 39-8-0 5-10-8 6-84 4-5-13 3-4-3 2-2-11 5-8-13 5-5-4 5-10-8 8x10% 2x4 II 3x6= Scale=1:82.1 5 6 78 7.00 I12 Af 4x5 i 4 4x5 9 NAILED i Al 20 7x10 o , - 3 10 fili, '�5x6 i3x8= � Wi) 5 12 I 11 r..°':' r •19 1828 17 16 ug'dA 10 31e 32 :<''' $4 + a6 I j 14 6x6= 4x5= 4x5= 15 NAILED 14 NAILED 13 NAILED 12 4x10 NAILED 5x12- 7x6= 4x5= 3x5 II 4x5= NAILED NAILED NAILED NAILED 22-7-7 5-10-8 12-6-12 17-09 20-4-0 20-�12 284.4 33-9-8 39-8-0 I 5-10-8 I 6-8-4 I 4-5-13 i 3-3-7 Piltz I 6-6-13 I 5-5-4 I 5-10-8 I 2-2-11 Plate Offsets(X,Y)— [1:0-7-6,0-0-61,[5:0-4-1,Edge],[8:0-4-0,0-2-41,112:0-2-12,0-0-12),[15:Edge,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.18 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.31 14-15 >727 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(CT) -0.02 12 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:312 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 6-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 8-11-13 oc bracing:15-16 SLIDER Left 2x8 SP No.2 1-6-0 7-10-3 oc bracing:13-14. 1 Row at midpt 6-16 WEBS 1 Row at midpt 5-17,5-16 JOINTS 1 Brace at Jt(s):20,21,22 REACTIONS. All bearings 0-4-0 except(jt=length)18=0-5-8,16=0-5-8. (Ib)- Max Horz 1=-283(LC 6) Max Uplift All uplift 100 lb or less at joint(s)except 1=-182(LC 8),18=-262(LC 8), 16=-362(LC 8),12=-614(LC 8) Max Gray All reactions 250 lb or less at joint(s)except 1=511(LC 1),18=974(LC 29), 16=1114(LC 29),12=1232(LC 30) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-591/261,4-5=-307/348,5-6=-222/356,6-7=-211/349,7-8=-224/343,8-9=-322/338, 9-10=-986/556,10-11=-1340/709,11-12=-1101/576 • �i 1111 t t t BOT CHORD 1-19=-150/599,18-19=-151/597,15-16=-329/978,14-15=-299/793,13-14=-533/1080 ,���� ����I WEBS 9-20=-287/666,10-1144=-392/318,11-13--489/183,009 21 928/486,14-20=-287/666, `�•`,,�Pac E N0 N V•• i • \\ S6"• N 1)Unbalanced roof live loads have been considered for this design. N O 68182 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. : * II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. Ir 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� 1. .p':',/;;31 ST r OF : Iu� 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 O . will fit between the bottom chord and any other members,with BCDL=10.Opsf. . T••, / P•••• 4" 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 182 lb uplift at joint 1,262 lb uplift at �� (� •• 0 F( 1�.•\ �� 7),NAILED"indicates 3-1oint 18,362 lb uplift at j0d(0oint,48-x3')or 3-12d 6 and 614 lb t(0.1485x3.25")toe-nails per NDS guidlines. ,at joint 12. ',��SS�L/N A;�,`,�,,` 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Joaquin Velez PE No.68182 LOAD CASE(S) Standard MITek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:1-5=-60,5-8=-60,8-11=-60,16-24=-20,12-15=-20 January 24,2018 _ V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE mit I>esign valid for use only with MITek)connectors.This design Is based only upon parameters shown,and Is for c n Individual building component,not r truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall 1 rullding 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 1,rtxicatton,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Trus Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 -- l � r Job Truss Truss Type Oty Ply 113037595 1502310 T19 Piggyback Base Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:46 2018 Page 2 ID:RMENIBSOsIpEA2ji Frz5c7yVYhx-yUXdAuOIXNPLuBL3mKvGNYDY0e6oekITXPM7PTzsCnZ LOAD CASE(S) Standard Concentrated Loads(lb) Vert:10=-53(F)13=-24(F)29=-24(F)30=-24(F)32=-24(F)33=-24(F)34=-24(F)35=-24(F)36=-240(F) • A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK 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 wtth possible personal injury and property damage. For general guidance regarding the lubrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/lP11 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 r Qty Ply T13037596 15023T0 T20 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:47 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-Qg5?OE 1 NIgXCW LwGJ2QVvmmgL2VxNENdm36gxvz5CnY 6-2-8 12-6-12 19-10-0 2q-q-0 6-2-8 6-4-4 7-3-4 0-6-0 7x10- Scale=1:76.1 56 fill 7.00112 15 2x4 I I 4 6x8 o • S.) N 20 PSF ONLY e f 3IN ROOM AREA 4x5 114 12 4 9 8 7 4x10 I I 6x6= 4x5= 2x4 H 6-2-8 12-6-12 20-4-0 6-2-8 6-4-4 7-9-4 I Plate Offsets(X,Y)-- [1:0-7-6,0-0-6],[5:0-0-0,0-2-0],[6:0-1-12,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ( TC 0.67 Vert(LL) -0.24 7-8 >384 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.74 Vert(CT) -0.33 7-8 >276 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(CT) -0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 WEBS 1 Row at midpt 6-7 REACTIONS. (lb/size) 1=476/0-4-0,8=878/0-5-8,7=261/0-5-8 Max Horz 1=466(LC 12) Max Uplift 8=-399(LC 12),7=-110(LC 12) Max Gray 1=476(LC 1),8=1066(LC 17),7=374(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-512/0,3-4=-307/306 BOT CHORD 1-9=-236/510,8-9=-236/507 WEBS 3-8=-601/280,4-8=-576/353 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 01111111//11, to 20-2 4 z ne;-C for members ai=0.18; nd forcesS l&nal)and C-C MMWFRS for reactions shown;)0-0-0 to 3-0-0,Lumber DOL=1.60 plate grip DOL=1 60erior(2)19-10-0 ,``%%PU N ie,,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `e• ,0 GEN•••• 2" • 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 � .. \-\ Sr`•••• will fit between the bottom chord and any other members,with BCDL=10.0psf. •• • • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 399 lb uplift at joint 8 and 110 lb uplift atN O 681 82 joint 7. : *; ;* ...:13% S T,„!i OF /JJ ;0,(�•• .t� / P;•%��� .,i • '11 �ONA; 1,.``% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 g&WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. 1 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/IPI1 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 1 Qty Ply 113037597 15023T0 T21 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:48 2018 Page 1 I D:RMENIBSOsIpEA2jIFrz5c7yVYhx-usfNba 1?3_g38UVStlxkSzJnARpb6gdm?jrDULz5CnX 20-4-0 5-10-11 1 10-4-4 I 19.10-0 2 5-10-11 4-5-9 9-5-12 00-11-1.: 3> 2 Scale=1:72.7 12 13 14 311 1 10 9 4x10= 6 7 7.00 •12 45.c._� I 0 -� C 3 5x6 4 30 / 7 ., ,. 12 — i� == 5x6 II o = 17 16 15 7x10= 4x10 II 5x10 MT2OHS= 10-4-4 12-6-12 20-4-0 10-4-4 1 2-2-8 I 7-9-4 Plate Offsets(X,Y)-- [1:0-3-4,0-0-6],[4:0-3-4,0-1-8],[5:0-1-12,0-1-0],[13:0-3-0,Edge],[17:0-3-8,Edge],[18:0-3-0,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Ud 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.29 17-28 >521 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.48 17-28 >312 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.77 Horz(CT) 0.05 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:184 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. 14-15:2x4 SP No.1 WEBS 1 Row at midpt 14-15,12-20,11-21 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):19,20,24 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=743/0-4-0,15=702/0-5-8,16=169/0-5-8 Max Horz 1=452(LC 12) Max Uplift 1=-74(LC 12),15=-351(LC 12) Max Gray 1=743(LC 1),15=745(LC 17),16=185(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-907/97,3-4=-672/45,4-5=-501/54,15-18=-751/399 BOT CHORD 1-17=-456/953,16-17=416/874,15-16=-416/874 WEBS 5-25=-892/391,24-25=-783/332,23-24=-813/349,19-23=-841/367,19-22=-1030/486, 21-22=-1059/504,20-21=-1078/519,18-20=-1119/545,4-17=-139/454,17-19=-278/181, 3-17=-399/238 ,,`1111111111/,,,,' NOTES- `�• PQU(N V - t 1)Unbalanced roof live loads have been considered for this design. `�• ,�. ••e E•NF'C'. "i. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. , •• .,,\ i.'-..• 0� II;Exp C;Encl.,GCpi�.18; •MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-10-0,Exterior(2)19-10-0 • to 20-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 68182 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry r. * * Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are MT20 plates unless otherwise indicated. --D• j 5)All plates are 2x4 MT20 unless otherwise indicated. • S• •II OF 6)Gable studs spaced at 1-4-0 oc. O . jV 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i ,n•••r(`/ P S 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 �i, .••. 0 R 1 O•••••c.,• •• will fit between the bottom chord and any other members. �i,,sS •......•� _\�?`N� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 1 and 351 lb uplift at hI,,�O N Ai?,.. t% jo Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*111.7473 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 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,seeANSl/TPI1 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 TI3037598 15023T0 T22 Common 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:49 2018 Page 1 ID:RM E NIBSOsIpEA2jiFrz5c7yVYhx-M3DIow2dglowme4eRTSz_Br4lrFYrBIwDNbnOozsCnW 5-5-810-4-0 15-2-8 20-4-8 5-5-8 4-10-8 4-10-8 5-2-0 6x6= Scale=1:44.5 4 /‘\ 7.0012 1 16 7 2x4 4x5 3 5 0 .1 18 44461 15 6.6.. 5x6 2x4 i I 2 6 1 tit op .44 ic-A rail 2 r:1 10 ii121 _ 9 87 3x8 I I 6x6 4x5= 3x4 3x4-- 7-11-12 12-8-4 19-11-4 29-4/8 7-11-12 4-8-8 7-3-0 d-5-t Plate Offsets(X,Y)-- [1:0-2-4,0-0-21 I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.07 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.14 10-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:113 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=510/0-5-8,9=793/0-5-8,8=315/0-3-8 Max Horz 1=-167(LC 10) Max Uplift 1=-123(LC 12),9=-236(LC 12),8=-66(LC 12) Max Gray 1=510(LC 1),9=793(LC 1),8=329(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-584/212,3-4=-512/220 BOT CHORD 1-10=-104/540 WEBS 3-10=-360/216,4-10=-130/448,4-9=-475/155,5-9=-356/224 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 'SII I I IIg i. II;Exp C;End., i=0.18; FRS rior(2) 3)This Russ has bCnpde membersbed fanor a forces ps(directional) MWFbottR chord live onsload no shown;LLumebernt yDOL=1.ith any other tlee griploOL=01.O Exterior(2)10-4-0 to s. ```,,OPav N vi /:', 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 �� ,•••\,\`'EN`S$`••. ,�1* will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 lb uplift at joint 1,236 lb uplift atN O 68182 joint 9 and 66 lb uplift at joint 8. * •* • =11' S AllJa• OF •� 40 As eeAv %s iiii,S,/0NA�% `%- 10 Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 I A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10103/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and Is for an Indwdual 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' 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/WPI 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 ' Oty Ply T13037599 15023T0 T23 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:50 2018 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-gFn80G3FbbwnNoeq?AzCXOOBRFVcaeH3SOKKYEzsCnV 5-2-0 10-0-8 14-11-0 20-1-0 5-2-0 4-10-8 I 4-10-8 5-2-0 5x6— Scale=1:44.3 3 Ash 7.0012 12 13 4x5 i 4x5 2 4 • 14hhhhh... 3x4 II AA 3x4 II5 t r = aI. iiwAlhhhhh..11 Mil veno EMIIMINEMIIMIINIMMIIIIIIIIMMIIIIIII . ,- el 2 l0 rl 8 2 6 9 7 4x5 H 7x10= 4x5 I 3x4 Q 3x4 q 5- 10-0-8 I 19-7-12 2 1,0 d-S IS 9-7-4 9-7-4 5-ji Plate Offsets(X,Y)-- [4:0-0-0,0-0-0],[5:0-0-0,0-0-0],[6:Edge,0-3-8] LOADING (psf) 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) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.27 8-9 >859 180 BCLL 0.0 • Rep Stress Incr YES WB 0.50 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:111 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=792/0-3-8,7=792/0-3-8 Max Horz 9=-164(LC 10) Max Uplift 9=-208(LC 12),7=-208(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-347/50,2-3=-822/298,3-4=-822/298,4-5=-346/50,1-10=-271/101,5-6=-271/101 BOT CHORD 9-10=0/279,8-9=-209/783,7-8=-209/754,6-7=0/278 WEBS 2-9=-729/314,2-8=-279/199,3-8=-131/528,4-8=-278/199,4-7=-730/314 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=5.0psf;BCDL=5.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 10-0-8,Exterior(2) 10-0-8 to 13-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 01111111H/3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %0% VIN 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 •`�` 0VF� /v will fit between the bottom chord and any other members. e ,ON•••.........E N ��• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 208 lb uplift at joint 9 and 208 lb uplift at , •••V\ SSC`•••• °0 joint 7. No 68182 r. *: :* - O'.• ST 1 OF Lj : �, s �. % 11oe `)./ON AL Os Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. mi Design valid for use only with MITekr%connectors.This design Is based only upon parameters shown,and is for an IndMdual buNding 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 �A building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe o 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/TPl l Qualify Criteria,DSB-89 and SCSI BuBdIng 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 T13037600, 15023T0 T24 Common 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:52 2018 Page 1 ID:RMENIBSOsIpEA2ji Frz5c7yVYhx-neuuRx4W 7DAVd6oD6b0gcpTaj3BZ2cKMwKpRd7zsCnT 15.4.8 1 2-0-8 I 3-4-8 1 4-8-8 5-2-96-0-8 i 7-4-8 18-8-8 I 10-0-8 i 11-4-8 I 12-8-8 I 14-0-8 14-11-q I 16.8-8 I 18-0-8 1 20-1-0 2-0-8 1-4-0 1.4-0 5-a 1-4-0 1.4-0 1-4-0 1-4-0 1-4-0 1-4-0 '0-10-8' 1-4-0 1-4-0 2-0-8 0-10-8 0-5-8 Scale=1:41.1 5x6= 9 8 0 10 7.00 12 7 tib 44 6 12 5 13 ' Illikii 14 3 43 4 46 ■ 4x5 2 r II,: 4x51J� r w ■ rr ■ �A� r iL6. t ig_, r r r r r r _— r r r r r r -,pi ld «cYYY -, 30 29 28 27 26 25 24 23 22 2t 20 19 18 �� 3x8 II 7x14 MT2OHS= 3x8 II Q-5-11 2-0-8 1 3-4-8 1 4-8-8 1 6-0-8 1 7-4-8 , 8-8-8 1 10-0-8 1 11-4-8 1 12-8-8 1 14-0-8 , 15-4-8 1 16-8-8 118-0-8 I 19-7-12 29- 10 5- 1-7-4 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 1-7-4 Cl- Plate Offsets(X,Y)-- [1:0-3-8,Edge],[3:0-0-0,0-0-0],[4:0-0-0,0-0-0],[5:0-0-0,0-0-0],[6:0-0-0,0-0-0],[7:0-0-0,0-0-0],[8:0-0-0,0-0-0],[17:0.3-14,Edge],[17:0-0-0,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.32 27-28 >753 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.45 27-28 >531 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) 0.05 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE),SEE STANDARD INDUSTRY REACTIONS. (lb/size) 1=803/0-3-8,17=803/0-3-8 GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Horz 1=166(LC 11) QUALIFIED BUILDING DESIGNER AS PER ANSVTPI 1. Max Uplift 1=-211(LC 12),17=-211(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-913/213,3-4=-864/238,4-5=-860/267,5-6=-869/294,6-7=-880/320,7-8=-887/347, 8-9=-934/391,9-10=-935/391,10-11=-887/347,11-12=-879/320,12-13=-869/294, 13-14=860/267,14-15=864/238,15-17=-913/213 BOT CHORD 1-30=-116/705,29-30=-116/705,28-29=-116/705,27-28=-116/705,26-27=-116/705, 25-26=-116/705,24-25=116/705,23-24 • Job Truss Truss Type ' Qty Ply T13037601 15023T0 T25 Half Hip Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:53 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-FgSGeH58tW IMEGNPgJXv91 ok5Sebn5ZV8_Z_9ZzsCnS 1-6-12 4-0-0I 7-4-0 1-6-12 2-5-4 3-4-0 Scale=1:28.1 3x63x4 I I Special 3 4 7.0012 �� r 34-i • 2 I 2x4 I I '� 1 7 i pm 8 S 2x4 II 6 Special 3x4= 2x4 I I I 1-4-0 1-8-12 4-0-0 I 7-4-0 I 1-4-0 0- -12 2-5-4 3-4-0 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 5-6 >939 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:43 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=256/Mechanical,6=411/0-5-8 Max Horz 6=147(LC 8) Max Uplift 5=-204(LC 5),6=-196(LC 8) Max Gray 5=274(LC 29),6=411(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-361/273 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,,, I�, 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 �N`',QU I N V -;/11, , will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. ;, •.V ....... .• °� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 204 lb uplift at joint 5 and 196 lb uplift at joints. No 68182 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)255 lb down and 307 lb up at Z. * •* 4-0-0 on top chord,and 68 lb down and 39 lb up at 4-2-2 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). I. ST i„ OF •! LOAD CASE(S) Standard • AN•••.(`� / O P••\`1• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 moi, ••• 0 R \ • Uniform Loads(plf) ' s ........ %• VConcentrated Loads(lb)rt:1-3=-60,3-4=-60,5-7=-20 "ISS O N A� %%• Vert:3=-83(F)8=-21(F) Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. NH 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 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 tracing of trusses and truss systems,seeANSI/TPI1 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 1 Job Truss Truss Type Qty Ply _ T13037602 15023T0 T26 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:54 2018 Page 1 I D:RMENIBSOsIpEA2ji Frz5c7yVYhx-j00esd6megQDsPycE028hEYtvsuJ W XwfNelYh?zsCnR 20-3-6 20-3-6 r 1• 15 Scale=1:68.9 7.00 12 14 13 12 11 10 6x6' 9 N 8 u 6 !/ 5 4 �� 3 5x6 II 2 1 • 11• ■r 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 5x6= 6x6= 20-3-6 I20-3-6 I Plate Offsets(X,Y)- [32:0-0-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.14 Horz(CT) -0.00 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:234 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16-17:2x4 SP No.3 WEBS 1 Row at midpt 16-17,15-18,14-19,13-20,12-21,11-22, OTHERS 2x4 SP No.3 10-23 REACTIONS. All bearings 20-3-6. (Ib)- Max Horz 32=476(LC 12) Max Uplift All uplift 100 lb or less at joint(s)17,18,19,20,21,22,23,24,25,26,27,28,29 except 32=-284(LC 27),31=-796(LC 12) Max Gray All reactions 250 lb or less at joint(s)17,18,19,20,21,22,23,24,25,26,27,28,29,30 except 32=865(LC 12),31=406(LC 27) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-32=-628/509,1-2=-807/676,2-3=-600/468,3-4=-556/462,4-5=-503/421, 5-6=-454/378,6-7=-429/360,7-8=-366/308,8-9=-331/279,9-10=-287/242 WEBS 2-31=-491/466 11 NOTES- 1) 0111 Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0 sf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. •00 QU j N 'V -;11,. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-2-12 to 2-11-6,Exterior(2)2-11-6 to 20-1-10 zone;C-C for �� c ei members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�� •.•�\GEN") •••• X10 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/I-PI 1. N 0 68182 3)All plates are 2x4 MT20 unless otherwise indicated. r. *; • 1F 4)Gable requires continuous bottom chord bearing. - • - 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). • r I 6)Gable studs spaced at 1-4-0 oc. S T i 0 O F ::i/Z. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3 1'� , 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 i� ,�••• P.•,•' will fit between the bottom chord and any other members. . < ••' 0 A 1 O•,•' \ .` 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,18,19,20,21, 'ii' ss •••••• •• \,...v., ��,` 22,23,24,25,26,27,28,29 except)jt=lb)32=284,31=796. '����0 N AU'-���` LOAD CASE(S) Standard Joaquin Velez PE No.68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MITek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-16=-60,17-32=-20 Date: January 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7073 rev.10/03/2016 BEFORE USE lot Design valid for use only with MiTek®connectors.TNs design ls 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.seeANSI/TPi1 Quality Criteria,DSB-89 and SCSI Buikting Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r, • Job Truss Truss Type Qty Ply 713037602 15023T0 T26 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:55 2018 Page 2 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-BCa13z70P8Y4UZXonjZNES52fGEYF_9oc125DRzsCnQ LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:33=-87 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an ktdvidual 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 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/TPtl Quality Crlheda,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 T13037603 15023T0 T27 Common Supported Gable 2 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:56 2018 Page 1 I D:RME NIBSOsIpEA2ji Frz5c7yVYhx-fP8PGJ70ARgx5j6_LR4cmfeLW gk4_R NxgynemuzsCnP 11-7-0 20-2-0 11-7-0 8-7-0 5x6= Scale=1:43.5 9 6 Ai. 10 7 r 11 7.00 12 r • 6 12 5134 III � 1431516 2 � mm 1 w w r, w 11111 111111111 r r r r r r r r 111. r r r rr 3x4 i 30 29 28 27 26 25 24 23 22 21 20 19 18 17 6x6= 4x6= 20-2-0 20-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 17 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:144 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-2-0. (Ib)- Max Horz 1=-165(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,17,23,24,25,26,27,28,29,30,22,21,20,19,18 Max Gray All reactions 250 lb or less at joint(s)1,17,23,24,25,26,27,28,29,30,22,21,20,19,18 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-2-3 to 3-2-3,Exterior(2)3-2-3 to 11-7-0,Comer(3)11-7-0 to 14-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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/I-PI 1. `,�� , 4)All plates are 2x4 MT20 unless otherwise indicated. `�tvIN �� 5)Gable requires continuous bottom chord bearing. 41 P� V E� '1# 6)Gable studs spaced at 1-4-0 oc. ••` ,O ' r E N F2,•. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� .. V\ `SS' .. °•• 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 2-0-0l pla • wit fit between the bottom chord and any other members. N o 68182 �, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,17,23,24,25, r. *: * 26,27,28,29,30,22,21,20,19,18. — ..:./3...,./;10' 1?:11_0:00%./145.::::: Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-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 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. Brach()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 property damage. For general guidance regarding the i fabrieatk>n,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 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 r Qty Ply 1 T130376041 15023T0 T28 Common 19 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:58 2018 Page 1 I D:RM E NI BSOslpEA2jiFrz5c7yVYhx-bnF9h?9Gi3weL 1 GNTs74s4jZITCRSDVE IGGIgmzsCnN 5-9.101 1 11-7-0 15-8-12 I 20-2-0 5-9-10 5-9-6 4-1-12 4-5-4 5x6= Scale=1:44.9 3 Me 13 7.00 12 12 4x5 4 2x4�� ��► 14 2 '4 2x4 II 5 11 Q I.- . 1cu 8 GU' • Y - 6 3x6 � 7x10= 4x5= 9-11-6 15-8-12l 20-2-0 9-11-6 5-9-6 4-5-4 Plate Offsets(X,Y)-- [1:0-2-8,0-1-1],[1:0-0-2,0-4-3],[1:0-0-1,0-0-2],[3:0-3-0,0-2-0] l � LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.23 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.46 6-7 >520 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=801/0-3-8,6=801/0-3-8 Max Horz 1=-166(LC 10) Max Uplift 1=-206(LC 12),6=-215(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1146/372,2-3=-923/317,3-4=-781/300 BOT CHORD 1-7.308/963,6-7=-174/579 WEBS 2-7=-437/257,3-7=-143/572,4-6=-758/260 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 111111�ii FRS onal)and C-C 3)This truss has Cbforen designedr r and forces psttbottFm chordreactions live d nonconcumberrent DOL=1.60 any other thgrip e IoadOL=01.Oxterior(2)11-7-0 to ,````OPav N 1/ • #'i 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 ��s. � �•••• C'E N SSC••• ,�li• will fit between the bottom chord and any other members. • i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N O 68182 1=206,6=215. - * * 1 53.. S ��: OF ,� ' 1., AN , : • Job Truss Truss Type r Oty Ply TI3037605' 15023T0 V01 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:58 2018 Page 1 I D:RMENIBSOsIpEA2ji Frz5c7yVYhx-bnF9h?9Gi3weL 1 GNTs74s4jg4TPCSM3EIGGIgmzsCnN 3-10-8 3-10-8 2x4 I I Scale=1:14.1 2 7.00 riT cv Y o3 2x4 i 2x4 1'. LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=128/3-10-1,3=128/3-10-1 Max Horz 1=76(LC 12) Max Uplift 1=-11(LC 12),3=-56(LC 12) Max Gray 1=128(LC 1),3=135(LC 17) 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=5.0psf;BCDL=5.Opst;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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. `01111111//ii 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ,`,�' I N VF•itt, •` Z.�` ••\, Cc•••• i No 68182 �-p: :CC= 1.13 S OF tom ' Z.- 0, • �Sis'O N q1-� C� . Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTV(REFERANCE PAGE M1111-7473 rev.10/03/2015 BEFORE USE. um 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 Mile k' 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 BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,2113 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job j Truss Truss Type Ory Ply TI3037606 15023T0 V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:41:59 2018 Page 1 I D:RM E NI BSOsIpEA2ji Frz5c7yVYhx-3_pXvLAvTM2VyBgZOZeJOI GtHtm?BpJOXwOJMDz5CnM 1-10-8 1-10-8 Scale=1:8.3 2 7.00 FIT 1 r6 p :iiiiiiiiiiiiii•��iiiiii�•i�iS•P��iiO�i•�•iii�1•iii1•ii•O •::i i i i�i i i O�i 00�Oi i Oi OOOOOPO�•�POOPPPO����O��Oi OP000 O••:00•:O•:i i•�O::iOiii•�iii0�0•00�•O'OOPii••••�iiPPi•i• 3 2x4 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) Na - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) Na - n/a 999 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=53/1-10-1,2=40/1-10-1,3=13/1-10-1 Max Horz 1=32(LC 12) Max Uplift 1=-5(LC 12),2=-30(LC 12) Max Gray 1=53(LC 1),2=43(LC 17),3=27(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=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=241t;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify W1111111/x, 6)capacity of earing surface. Provide mechanical cal conn ction(byothers)of truss to bearingplate capable of withstanding100lb uplift at joint(s)1,2. ��`` QU(N E,, / PP `� P. V ( ���� �� GENS •�c" •• • • No 68182 *: •:* 'C'= S T OF '14/ ' Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.18/13/2815 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/lP11 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 T13037607 15023T0 V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:00 2018 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-YANw6g BXEgAMaKPIaH9YxVo0M H5BwGZXIalsvfz5CnL 3-5-2 3-5-2 2x4 I Scale=1:12.9 2 7.00 12 I 1 O 1 " 3 2x4-2 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 j Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=110/3-4-11,3=110/3-4-11 Max Horz 1=66(LC 12) Max Uplift 1=-10(LC 12),3=-48(LC 12) Max Gray 1=110(LC 1),3=116(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=5.Opsf;BCDL=5.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;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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. ,,� a� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ,,� ` �` UM44\ , •• ,O .•G E • 4. •• V No 68182 • -▪ -0 Iii '�; 0�.� S ..d' OF . •• .••R \0•r--• • • Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 MEOW a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors,This design is based only upon parameters shown.and is(or an Individual building com ponent,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(or stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabrk:atk,n,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/IPI l 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 i Truss Type I Ory Ply T13037608' 15023T0 VO4 'Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:00 2018 Page 1 I D:R M E NI BSOsI pEA2j i Frz5c7yVYhx-YANw6gBXEgAMaKPIaH9YxVo2pH65wGZXIalsvfzsCnL 2-3-7 2-3-7 2x4 I Scale=1:9.5 2 7.00 12 1 •iiiii••i i r Job Truss Truss Type Qty Ply T13037609 15023TO V07 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:01 2018 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-OMxI KOB9?_IDC`�U_y8_gnTjLCFhR6fj7h_EVPR5zsCnK 1-8-12 -1 1-8-12 1d-2-0-24 5-0-9 8-2-33-1-11 3-1-11 d-2-2 1-810--12 Scale=1:17.8 4x5 II 3 7.00 NI 10 2x4 II 11 4 2x4 II 2 L 12 9 5 ............ ... ........................ ............................. ... .................................... 8 7 6 2x4 2x4 2x4 2x4 2x4 10.1-1 10-1-1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.04 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P 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. OTHERS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE REACTIONS. All bearings 10-1-1. OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (Ib)- Max Horz 1=63(LC 11) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY Max Uplift All uplift 100 Ib or less at joint(s)1,5,8,6 GABLE END DETAILS AS APPLICABLE,OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSUTPI 1. Max Gray All reactions 250 lb or less at joint(s)1,5,7,8,6 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-15 to 4-2-15,Interior(1)4-2-15 to 5-0-9,Exterior(2)5-0-9 to 8-0-9 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 tail by 2-0-0 wide `,`� I I �' will fit between the bottom chord and any other members. � 1� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8,6. �••• `QU j N Vr• J .• ' E , NS G ' . c . • • No 68182 7.-0 frI/ S ,.e41 OF :[ <' •.•,R 1,•O,• rA• • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIiEK REFERANCE PAGE MII.7473 rev.1OPo3/2015 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 tans web and/or chord members only. Additional temporary and permanent bracing •-MTek• 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,055-89 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 TI3037610 15023T0 V08 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:02 2018 Page 1 I D:RMEN IBSOsIpEA2ji Frz5c7yVYhx-UZVgXMCnmHQ4peZ8i i BOOwuN L5n_OAfgouEzzXzsC nJ 3-0-9 6-1-1 3-0-9 3-0-9 Scale=1:13.8 4x5 I I 2 7.00 12 1 —7� v \ v d =0 o i i ii i i i i i i i i i❖:❖:•::i::: : :•:❖: : :•:: :• :❖:•:•::❖:•:•:❖:•:❖:•: :❖•:•:•:❖:•:•: :•:❖:i :❖:•:❖:❖: :•:•:i:•:i i:•:' o 4 2x4 - 2x4 I 2x4 0-q-7 6-1-1 0-d-7 6-0-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-P Weight:19 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. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=105/6-0-3,3=105/6-0-3,4=191/6-0-3 Max Horz 1=-41(LC 10) Max Uplift 1=-41(LC 12),3=-41(LC 12),4—23(LC 12) 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45f1;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s)1,3,4. %% . ,``��P,'%% g1111 VFX.�si , �O •GNS. • •.�. • • E •4 No 68182 -p; :c 1p• ST �• � OF .'14/- � • '� / •'��: .���'•.k O R•9.0 —•&%•% `%• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 • 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 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- 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 Btvd. 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 T13037611 15023T0 V09 GABLE 1 1 ' Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:02 2018 Page 1 I D:RME NIBSOsIpEA2jiFrz5c7yVYhx-UZVgXMCnmHQ4peZ8ii BOOwuN F5nQO9JgDuEzzXzsCnJ I 1-8-121-10-8 16-8-41 1-8-120-1J12 14-9-12 1 Scale:1/4'=1' 7.0012 11 25 10 9 6x6 i 7 cJ r 41 cil ,1iiiill _1w 3x4 23 22 21 20 19 18 17 16 15 14 13 6x6= 16-8-4 16-8-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 j Matrix-S Weight:132 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 12-13,11-14 REACTIONS. All bearings 16-7-13. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE (Ib)- Max Horz 1=369(LC 12) OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND Max Uplift All uplift 100 lb or less at joint(s)13,1,14,15,16,17,18,19,20,21,22,23 (NORMAL TO THE FACE),SEE STANDARD INDUSTRY Max Gray All reactions 250 lb or less at joint(s)13,1,14,15,16,17,18,19,20,21,22,23 GABLE END DETAILS AS APPLICABLE,OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-423/411,2-3=-364/343,3-4=-333/317,4-5_294/277,5-6=-258/243 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft;8=4511;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-1-7 to 4-1-7,Interior(1)4-1-7 to 16-6-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are 2x4 MT20 unless otherwise indicated. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,00� 11IN ilii/ 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 ,`+►•OPQ VF�����, will fit between the bottom chord and any other members. �� , C,E N• 1 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,1,14,15,16, � ,•��,\ SSC`•••• 17,18,19,20,21,22,23. rr No 68182 r. *: •:* - �.* S '�ef• iF CU: • %%Jk9/4. �Er1,��0.� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 1111.11111A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. mu Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual 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 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/TPI1 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 T , Job Truss Truss Type Qty Ply TI 3037612' 15023T0 V10 1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:03 2018 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-y1321i DPXbZxRo8KFPi FZBQW d U467awzRY_W W_zsCnl 14-8-4 14-8-4 6 Scale=1:41.5 ;l2i 3x6 3 it 2 410 1 w r ■ w jc �r _:_r_•:.:�•_�::•:�:v3:�:v:�.v:v:�:�:�:�:v-v❖:•:�:�:�:v:�:�:❖:•_•_v:•:❖:•:•:�:❖yy:❖=•:•.•_•=r•.•_•=r•_•.•:v_•.•_•_•_•_• 3x4- 10 9 13 8 7 14-8-4 1 4-8-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:73 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-7 REACTIONS. All bearings 14-7-13. (lb)- Max Horz 1=335(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,1 except 8=-149(LC 12),9=-141(LC 12),10=-122(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,1 except 8=500(LC 17),9=388(LC 17),10=287(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-398/388,2-4=-306/295 WEBS 5-8=-325/217,4-9=-305/187,2-10=-263/184 NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 14-6-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are 2x4 MT20 unless otherwise indicated. `,°1111111i 3)Gable requires continuous bottom chord bearing. �% i� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��` PQU N VE4 itoso 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 , C • ,E Ns••••• ' will fit between the bottom chord and any other members,with BCDL=10.Opsf. •• ,• �,\ S •,• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,1 except(jt=lb) 8=149,9=141,10=122. No 68182 •▪ *: : Job Truss (Truss Type Qty Ply T13037613 15023T0 V20 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:04 2018 Page 1 I D:R M E NI BSOsI pEA2j i Frz5c7yVYhx-QxdQy2E I Ivho3yjXp6D U5LzhouRbs_G7gCj32Qz5CnH 18-4-0 18-4-0 6 Scale=1:54.9 7.00112 13 5 4 • 6x6 3 12 2 1 0 ♦ 0 0 C 3x4 11 10 14 9 8 7 6x6= 18-4-0 18-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:98 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-7 REACTIONS. All bearings 18-3-9. (Ib)- Max Horz 1=422(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,1 except 8=-151(LC 12),9=-135(LC 12),10=-145(LC 12), 11=-119(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,1 except 8=495(LC 17),9=450(LC 17),10=393(LC 17), 11=276(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-494/490,2-3=-410/403,3-4=-295/285 WEBS 5-8=-325/212,4-9=-289/174,3-10=-311/187,2-11=-253/177 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 18-2-4 zone;C-C for 111111111//i. members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,��‘1 4, 2)All plates are 2x4 MT20 unless otherwise indicated. •``• p.QU�N VES /,j 3)Gable requires continuous bottom chord bearing. e ,Q '•G ' EN 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � •• �� S$*•.• 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=10.0psf. No 681 82 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,1 except(jt=lb) = * ;* 8=151,9=135,10=145,11=119. - 1.O.. A. :1�� Joaquin Velez PE No.68182 MIT*USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 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 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/JPI1 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 r Qty Ply TI3037614 15023T0 V21 Valley 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:05 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYh x-u8Bo9OEf3Cpfg6ljNgljeZWsZImZbTCGvsTdaszsCnG 16-4-0 { 16-4-0 Scale=1:53.1 5 2x4 ,I1 7.0012 2x4 II 11 4 1 2x4 II 3 6x6---- 2 2 ',All 4. 1 . .� Iw b wto d 3x4 i 9 8 7 6 2x4 II 6x6= 2x4 I I 2x4 II I 16-4-0 I 16-4-0 LOADING(psf) ' SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:84 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-6 REACTIONS. All bearings 16-3-9. (Ib)- Max Horz 1=374(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6 except 7=-151(LC 12),8=-133(LC 12),9=-155(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,1 except 7=505(LC 17),8=378(LC 17),9=368(LC 17) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-415/410,2-3=-296/285 WEBS 4-7=-326/214,3-8=-287/172,2-9=-3241210 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 16-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. `,!I I I I I I i g,� 3)This truss has been designed for a 10.0 psi 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 ,%.'OC"' 1 N v • �l,e will fit between the bottom chord and any other members,with BCDL=10.Opsf. •.% ,Q•••G E•N••••4 ., e, �'0* 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) •••\.,\ SSC•••• '..• 7=151,8=133,9=155. • i No 68182 7.-U: ./ cr 1' S '�' 1$F• .'�/� •e 8/ N ALS."iiim ``os: �� it- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10/03/2015 BEFORE USE lei 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,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. I Tampa.FL 33610 f • Job Truss Truss Type Qty Ply T13037615 15023T0 V22 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:05 2018 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-u8Bo9OEf3CpfgeljNgljeZW s5lmdbUdGvsTdaszsCnG 14-4-0 14-4-0 Scale=1:46.8 5 2x4 rIt 7.00 12 'r 2x4 II 11 4 i 6x6 i • 3 fir► 2x4 I I10 2 r 1 III: LI a o 3x4 i 9 8 12 7 6 2x4 I I 2x4 II 2x4 I 2x4 I I 14-4-0 14-4-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress!nor YES WB 0.20 Horz(CT) 0.00 6 n/a rite BCDL 10.0 Code F8C2017/TP12014 Matrix-S Weight:71 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-6 REACTIONS. All bearings 14-3-9. (Ib)- Max Horz 1=326(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,1 except 7=150(LC 12),8=-141(LC 12),9=-i17(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,1 except 7=500(LC 17),8=378(LC 17),9=277(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-395/383,2-3=-306/294 WEBS 4-7=-326/218,3-8=-305/189,2-9=-255/183 NOTES- 1)Wind:ASCE 7-10;Vuit=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 14-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. `,1111111 t/g i 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,�� ��i 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 �� PaU IN VFX i,, will fit between the bottom chord and any other members,with BCDL=10.Opsf. ���`•P •'G E•i •'•• P. i�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,1 except(jt=lb) 4* ••'\- S�`••.• �� 7=150,8=141,9=117. No 68182 :53 • ST•'': OF 14/ e',II .N AL� � ° Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. rill 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality CrBeria,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 T13037616 15023T0 V23 �Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:06 2018 Page 1 I D:RM E NI BSOsIpEA2j i Frz5c7yVYhx-MKkBNkF Iq W xW I FtvxXGyAm21 ei7EKy0Q8 W CA6JzsCnF 12-4-0 12-4-0 Scale=1:40.4 4 2x4 7.00 12 2x4 3 I I i 9 N 2x4 2 3x4 i 7 6 5 2x4 H 2x4 H 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 5 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:58 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-3-9. (Ib)- Max Horz 1=279(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 6=-146(LC 12),7=-151(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5 except 6=427(LC 17),7=355(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-315/303 WEBS 3-6=-325/222,2-7=-321/216 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 12-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ```,�>tU gill 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 `%% 11•43UIN VFX 1°j will fit between the bottom chord and any other members,with BCDL=10.0psf. �%• ,� ••('r E•N ��e�� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) �� •••�,\ S�C`�••• 6=146,7=151. •• No 68182 • *: •* 53' ST-1 OF 14/ , S,ONA1- '‘.4C,�� r•IIIiII< Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with Miteke connectors.This design Is based only upon parameters shown,and is for an ils dMdual 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[nifty 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 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 Oty Ply T13037617 15023T0 V24 1Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:07 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-qW IZa4Gwag3NwPS6UFnBj_bCN6Sf300ZMAykfIzsCnE 10-4-0 10-4-0 Scale=1:34.0 4 2x4 I 7.00112 2x4 3 9 � I 8 2x4 II 2 1 r i w '� •' • r • 2x4— 7 6 10 5 2x4 2x4 H 2x4 I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight:46 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-3-9. (Ib)- Max Horz 1=231(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 6=-154(LC 12),7=-115(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5 except 6=423(LC 17),7=264(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-300/276 WEBS 3-6=-343/252,2-7=-253/188 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 10-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 1 1 1 1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���,'1 ����� 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 ,s QU I N will fit between the bottom chord and any other members,with BCDL=10.0psf. •.e` Q••••..E'N 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) �� •• �,� Sit`•••• 6=154,7=115. • i No 68182 • u• �fi : 1:0:O.* :• S r i s F :14./ iT• A. r ' •'� `� ii1•Ss,O N Ai�,.``,� Joaquin Velez PE No.68182 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEIC REFERANCE PAGE MB-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 kldlvldual 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/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 f Job l Truss Truss Type 1 Qty Ply I I T13037618 15023T0 1V25 'Valley 2 1 j I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:07 2018 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-qW IZa4Gwag3NwPS6UFnBj_bCv6St3Q?ZMAykfizsCnE 8-4-0 8-4-0 Scale=1:28.1 3 2x4 II 7.00 12 2x4 II 2 7 6 ii 1 Alk Ill CI IIIIIIIII III 11'. 11.. IIMIIIIIJIMIIIIIIIIMILII III i 5 4 2x4 2x4 41 2x4 II I i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES 1 WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 I Code FBC2017lTPI2014 Matrix-P i Weight:35 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=113/8-3-9,4=116/8-3-9,5=382/8-3-9 Max Horz 1=183(LC 12) Max Uplift 4=-51(LC 12),5=-167(LC 12) Max Gray 1=113(LC 1),4=123(LC 17),5=404(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-374/279 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 8-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ‘%%111111111111. 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. �%%��P.0U I N VE( it, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) • �,.\G �Oi.• `� • 5=167. : •'5�. EN d• e..• „. No 68182 1.13.•. S• CC Z � OF •••<U: I • Job Truss 'Truss Type Qty Ply T13037619 15023T0 V26 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:08 2018 Page 1 I D:RM E NI BSOsIpEA2ji Frz5c7yVYhx-JjsxoQHYL7BEXZ012yIQGB8NTVpYotMjbghHBBzsCnD 6-4-0 6-4-0 Scale=1:21.3 3 2x4 7.00 riy 7 ui 2x4 II 2 6 AL . 11 „ lig r ■ o .:•::'•::i•�•�i::••••::•:•:•:❖:•:❖:•••:❖:•:•::•:•:::::•moi:❖•::'❖:•:•:•:•:❖.•:❖••:•:•••:•:•:•::: 5 4 2x4 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:25 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=10/6-3-9,4=125/6-3-9,5=317/6-3-9 Max Horz 1=135(LC 12) Max Uplift 1=-21(LC 10),4=-55(LC 12),5=-138(LC 12) Max Gray 1=74(LC 12),4=133(LC 17),5=335(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-315/253 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 6-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0111111W., 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 �t i� will fit between the bottom chord and any other members. ,,�� PQU I N VFX '/,' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) • ,Q .....•GEN'• •��•ice 5=138. � ••• \ S' ... • ; No 68182 *: :* To 53•' S .' 'I � 1iF• 1-J '� • •4'• .• R 1�P(--> "• ;; oA1,N % '/Immo ' Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/2016 BEFORE USE. Design valid 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 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 tabricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI1 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 1 4 e Job Truss Truss Type Qty Ply T13037620' 15023T0 V27 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:08 2018 Page 1 I D:RME NIBSOsIpEA2j iFrz5c7yVYhx-JjsxoQHYL7B EXZ012y1QGB8NaVowouXj bghH BBzsCn D 4-4-0 4-4-0 l Scale=1:15.5 2 2x4 II 7.00 12 4 • 1 3 2x4 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) Na - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=146/4-3-9,3=146/4-3-9 Max Horz 1=87(LC 12) Max Uplift 1=-13(LC 12),3=64(LC 12) Max Gray 1=146(LC 1),3=154(LC 17) 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=5.Opsf;BCDL=5.Opsf;h=25tt;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 4-2-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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. 0 T 1 T 11 T.1i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ,,S,.00111111.1i. " IN VFX X1,0 I • 0 •..G E•N g k'�,• '�� No 68182 7. =-o' 411?. �: �'. ST�' 7' OF :• :� : 1. • • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 t � A WARNING-Verify dadgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mu-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 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 Tek' B 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,seeANSl/1PI I Qualify Cdtefia,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 e � Job Truss Truss Type Qty Ply 713037621 15023T0 V28 I Valley 2 1 I _ 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 24 07:42:09 2018 Page 1 I D:RME NI BSOsIpEA2ji Frz5c 7yVYhx-nvQJ?I IA6RJ59jbUcgpfoPgbVvAAXLnsq U RgjersCnC 2-4-0 2-4-0 2x4 11 Scale=1:9.6 2 7.00112 1 ■ ■ 3 2x4 i 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loe) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-P Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=66/2-3-9,3=66/2-3-9 Max Horz 1=39(LC 12) Max Uplift 1=-6(LC 12),3=-29(LC 12) Max Gray 1=66(LC 1),3=70(LC 17) 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=5.Opst;BCDL=5.Opsf;h=25ft;B=45tt;L=2411;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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. ,q1111111111/1. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 0%PQU N V6-"it ��` �0 ''GENS• '0 No 68182 *; ;Mfr • SCC ST ' OF 'L/Z' /is/ONA1-S�.�`� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 24,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. mll Design valid for use only with Mnek®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 applier:tbflfy of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of IndMduai 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 regaining 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 avdlable 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 3 " Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 (Drawings not to scale) Damage or Personal Injury M= Dimensions are in ft-in-sixteenths. U Apply plates to both sides of truss 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 1 „ 2. Truss bracing must be designed by an engineer.For 0-/1611111111.1111111111111111111111111.11111111....1414 wide truss spacing,individual lateral braces themselves 0 may require bracing,or alternative Tor I c Cc(1) bracing should be considered. c INIRillor U 3. stack eateed thn made ua elygshownraced and never a_ stack materials on inadequately braced Trusses. igIll6b111111214 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c�-y ca� csb O designer,erection supervisor,property owner and plates 0-1/16" 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 cif 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 ff.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 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. IMM reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. i 18.Use of green or treated lumber may pose unacceptable 18 limo environmental,health or performance risks.Consult with 111 project engineer before use. Industry Standards: ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. 5 not sufficient. BCSI: BuildingComponent SafetyInformation, M' 20.Design assumes manufacture in accordance with Guide 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