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1612 ATLANTIC BEACH DR - TRUSS corner4i Jack Q of H'• ' Ridge , 2,:,.1 OFFICE COPY 4 ;;;;.,,iii A , A 2•-2k Bearing Wall Top Cord.ails to Scab bottom ,4, cord extends V : T Corner Jack 4'-2k Beallarng V a 4 L 12-01-00 — ,,, " "i" rz.,,.�,,,,�„�,,,, , %„V„i„i,z�.)V ,,, „j � ,,silo, _ 1 JII 2 104.00 T., T 9'CEILING - _ I ''�' '73s ___.__— __. _._ __ _ ,ITI T3f -n li 139 __.._ �-\ i i 110_. TI1 R.,-mo.J21 '� __--___. _.___113 j .- JZ[20~/ __- --. __- _..._ - _.__ 113 ,I .:. , - T43 $j N 4 L\,24T45 TJ2I tiJ22� �� �,,ilii /,% „/✓,r,dam Z 11-0400 14450 • 1049-0! 4 t 42-01-00 SECOND FLOOR LAYOUT 1' SCALE: 3/ 1 6 = 1 IDIS '.` FIC , 0 BUILD'NG COMPONENT SUPPLY, INC, 4627 JP HALL BLVD. SUITE 20B GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS C' C C C 4 C C i::C C b C '4 114 44 C ' p 1 01- 1 1 X811 16QCO 4 104600I a d$Q ////// 2 01 — 9" I - vo.- 3 z I z z&1 3 6 i 6z z z z' b3 ,z ! z 3 //////� • ne rzz I!;I: I: I I: L 1: 1: L Ii: I: I!I: !I: .I o �tl"f THIS ISA TRUSS PLACEMENT ` $ 1 n 1. DIAGRAM ONLY. "4 '-' a ,. a a . s E. E s These trusses are designed as I IIII�� I 'illindividual building components to be I _-_.i _ T20 III incorporated into the building design at s ii the specification of the building R ,, — I Tt9designer. See individual design sheets - ',.- s a for each truss design identified on the 1A placement drawing. The building II. $TO Y ,�,« �. designer is responsible for temporary FOYER 60000 I B 8 OPEN 3 Q _ e III $ and permanent bracing of the roof and Y o =_____ __` floor system and for the overall ABOVE _ _ _ _ _ _ structure. The design of the truss support structure including headers, Al , �Fcm — -� beams, walls, and columns is the /,®' responsibility of the building designer. • T12 For general guidance regarding 4111. bracing, consult"Bracing of Wood r I ^e Trusses"available from the Truss Plate _ Institute, 583 D'Onifrio Drive; Madison, wximW153179. ' - - ATTENTION. . - . Refer to truss layout and engineering 10.!,ILIA( I El documents that arrive with delivered I- ., field trusses. sgRq _ i Unless noted otherwise,all beams are by others. I� ' iS B _ �,_ I" g I_' le S E. $S vw c F REVISION DATE , .a - M o o e r �o CHECKED BY 00/00/1 5 I0.0100 Roof Truss Connector List Floor Truss Connector List CLIENT TOLL BROTHERS Manuf Product Qty Manuf Product Qty - USP JUS24 27 USP THD26-2 1 USP THD26 10 USP THD46 1 SUBDIVISION ATLANTIC BEACH MODEL ANNA MARIA ELEVATION CLASSIC DRAWN By LOT # CJR DATE FIRST FLOOR LAYOUT G p 06/29/2016 SCALE: 3/ 1 Ell = 1 loll 1 JoREF# 1 51 36T0 wit '� r ' Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek- .... OFFICE RE: 15136T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: . Model: The Anna Maria - Classic Tampa, FL 33610-4115 Lot/Block: 158 Subdivision: Atlantic Beach CC Address: 1612 Atlantic Beach Drive, . City: Jacksonville 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: FBC20171TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 94 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 T14469146 F01 7/3/18 18 T14469163 J01 7/3/18 I 12 11144691471 F02 1 7/3/18 119 1T14469164 1J02 1 7/3/18 13 1114469148 1F03 1 7/3/18 120 11144691651J03 1 7/3/18 14 1114469149 1 F04 1 7/3/18 121 11144691661J04 1 7/3/18 5 T14469150 F05 7/3/18 122 T14469167 J05 7/3/18 6 T14469151 F06 7/3/18 23 T14469168 J06 7/3/18 7 T14469152 F07 7/3/18 24 T14469169 J07 7/3/18 1 18 1T144691531 F08 17/3/18 125 11144691701 J 11 1 7/3/18 9 .11-144691541F09 1 7/3/18 126 1114469171 1J12 1 7/3/18 1 (10 , 1114469155 F10 . 17/3/18. 27 T14469172 J13 7/3/18 1 , 1 11 ' T14469156; r Ph RE: 15136T0 - Site Information: Customer Info: Toll Brothers Project Name: . Model: The Anna Maria - Classic Lot/Block: 158 Subdivision: Atlantic Beach CC Address: 1612 Atlantic Beach Drive, . City: Jacksonville State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T14469180 1 T01 7/3/18 78 T14469223 T43 7/3,08 36 T14469181 1102 7/3/18 79 T14469224 1T44 1 7/3/18 37 T14469182 ITO3 7/3/18 80 T14469225 1 145 7/3/18 38 T14469183 I T04 7/3/18 81 T14469226 1146 7/3/18 39 T14469184 1105 7/3/18 82 Ti4469227 I V01 7/3/18 40 T1446918511-06 7/3/18 83 T14469228 1V02 7/3/18 41 T14469186 1107 7/3/18 84 T14469229 I V03 7/3/18 42 T14469187 ITO8 i 7/3/18 85 7144692301 VO4 7/3/18 43 T14469188 1 T09 7/3/18 86 T14469231 I V05 7/3/18 44 T14469189 1110 7/3/18 87 T14469232 1V06 7/3/18 45 T14469190 I T11 7/3/18 88 T14469233 1V07 7/3/18 46 T14469191 I T12 7/3/18 89 T14469234 1 V08 7/3/18 47 T14469192 j T13 7/3/18 90 7144692351 V09 7/3/18 48 T14469193 I T14 7/3/18 91 T14469236 1V10 7/3/18 49 T14469194 1 T15 7/3/18 92 T14469237 1V11 7/3/18 50 T14469195 I T15G 7/3/18 93 T14469238 1V12 7/3/18 51 T1 44691 96 1 T16 7/3/18 94 T14469239 1V13 7/3/18 52 7144691971117 7/3/18 53 T14469198 I T18 7/3/18 54 714469199 J T19 7/3/18 55 T14469200 I T20 7/3/18 56 T14469201 1T21 7/3/18 57 T14469202 1T22 7/3/18 58 T14469203 1123 7/3/18 59 714469204 1124 7/3/18 60 114469205 T25 7/3/18 161 T14469206 1126 7/3/18 162 T14469207 1 127 ; 7/3/18 163 T14469208 1T28 7/3/18 64 T14469209 T29 7/3/18 65 T14469210 T30 7/3/18 66 T14469211 1131 7/3/18 67 T144692121132 7/3/18 68 T14469213 1133 7/3/18 69 T14469214 1134 7/3/18 70 T14469215 1 T35 7/3/18 71 T14469216 I T36 7/3/18 72 T14469217 I T37 7/3/18 73 T14469218 I T38 7/3/18 74 T14469219 I T39 7/3/18 75 1144692201740 7/3/18 76 T 14469221 1 T41 7/3/18 77 114469222 IT42 7/3/18 OFFICE COPY 2 of 2 'Job I Truss Truss Type t Qty Ply T14469146 15136T0 F01 GABLE 1 1 I l I [Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:19 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?dBMoszB00u-ei_wW OPRRtb7mFvPAsTKOOHz?EugVZpKYG7DDhz?qck 0-1-8 0-1-8 Scale=1:46.5 3x4= 3x6 FP= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 °N g d y o el P u p q a g o e e q d I �17- 5 a7° _ 8 a R a ] d —,-8 a d 4 P P 8 a -- 8 a _ ds, o 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4= 3x4= 3x6 FP 3x4= 3x4= 26-3-12 1-6-12 12-10-12 l 4-2-12 1 5-6-12 6-10-12 8-2-12 1 9-6-12 110-10-12{12-2-12 13-6-12 14-10-12116-2-12 17-6-12 118-10-121 20-2-12 1 21-6-12 122-10-12 24-2-12 1 25-6-12 127-10-8 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-9-0 1-6-12 Plate Offsets(X,Y)-- (25:0-1-8,Edge),(45:0-1-8,Edge) t LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (Ioc) I/dell 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 - ri/a 999 BCLL 0.0 I Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 24 rile n/a BCDL 5.0 Code F8C2017/TP12014 Matrix-S Weight:132 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:45-46,24-25. REACTIONS. All bearings 27-10-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)46,24,45,25,44,43,42,41,40,39,38,36,35,34,33, 32,31,30,29,28,27,26 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. `,`���t,1Iilii,,,1 �•••\.\G•E•NS�:••'� •• *S` ��0�i • No 53681 it 2ec:z.r. ;•.#-<< • ,4• 0i.R1O, •r... . i'eiS'` iONAL 1-. ,0%• Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,201 A WARNING-Verily*reign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/032015 BEFORE USE. 111 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 possble personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeM11I/1P11 Quail),Crferb,058-89 and BCX adding Componont 6904 Parka East Blvd. Safely h(ormalbruvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type i * Qty Ply T14469147 15136T0 F02 Floor 17 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:21 2018 Page 1 I D:?9jtoWxOG 1 OEk3C I?dBMoszB00u-a45gx3RhzUrr?Z3ol HW oTRMFG2LnzJddOacJlaz?qci 0-1-8 H 1-3-0 11-8.8 I0-7-8 014-8 Sdaie:114"=1' 3x6 0 3x6 11 3x6 11 1.5x3= 1.5x3= 3x6 FP= 3x6 FP= 4x6 11 5x6= 4x6 II 5x6= 3x6 11 3x6 11 5x6= 4x6 II 5x6= 4x6 H I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 • Y a \ / \ /-\/ \/ \ %: J/..\/-\ / x/-`.. ` . It o0 o 4 33 32 31 3029 28 27 26 25 24 23 22 21 2019 18 17 16 4x6= 4x6= 3x12 M18SHS FP= 1.5x3 11 1.5x3 ii 4x6= 4x6= 1.5x3 11 3x12 M18SHS FP= 28-4-0 I28-4-0 I Plate Offsets(X,Y)-- 11:0-1-8,0-0-81,12:0-3-0,Edge1,(4:03-0,Edgel,[8:0-3-0,0-0-01,112:0-3-0,Edge],(14:0-3-0,Edgei,115:0-1-8,0-0-8),(l 5:0-3-0,Edge),124:0-1-8,Edge) LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 IC 0.38 Vert(LL) -0.59 24 >571 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.81 24-25 >415 240 M18SHS 244/190 BOLL 0.0 Rep Stress!nor YES WB 0.66 Horz(CT) 0.15 16 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:191 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 1-4-12 oc bracing. REACTIONS. (lb/size) 33=1030/0-5-8,16=1030/0-3-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-33=-1025/0,15-16=-1025/0,1-2=-1003/0,2-3=-2596/0,3-4=-3830/0,4-5=-4757/0, 5-7=-5283/0,7-8=-5462/0,8-9=-5462/0,9-11=-5280/0,11-12=-4758/0,12-13=-3829/0, 13-14=-2596/0,14-15=-1003/0 BOT CHORD 31-32-0/1887,30-31=0/3290,28-30=0/4377,27-28=0/4377,26-27=0/5100,25-26=0/5462, 24-25=0/5462,23-24-0/5443,22-23=0/5102,21-22=0/4377,19-21=0/4377, 18-19=0/3290,17-18=0/1887 WEBS 1-32=0/1376,2-32=-1282/0,2-31=0/1028,3-31=-1005/0,3-30=0/783,4-30=-774/0, 4-27=0/537,5-27=-498.0,5-26=-37/458,7-26=-495/101,15-17=0/1376,14-17=-1282/0, 14-18=0/1028,13-18=-1005/0,13-19=0/783,12-19=-774/0,12-22-0/539,11-22=-499/0, 11-23-0/348,9-23=-354/0,9-24=-397/518,8-24=-399/311 NOTES- ,`�11111111 i ii,' 1)Unbalanced floor live loads have been considered for this design. �%% EL S. �i 2)All plates are MT20 plates unless otherwise indicated. `s‘ �P 44 ,i, 3)All plates are 3x4 MT20 unless otherwise indicated. `�� S ." (,•E•N S�. /O�i� 4)Required 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. N o 53681 • n. *; ; Job Truss Truss Type 1 r* Qty Ply T14469148 15136T0 F03 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:22 2018 Page 1 ID:?9jtoW xOG 10Ek3C1?dBMoszBOOu-2Hf28PRJko_idie_r_110evI RShlikMnE E Ltgoz?qch 0-1-8 1-3-0 1-7-8 Scale=1:38.1 5x6= 1.5x3= 4x6= 3x6= 3x6= 3x4= 3x4= 3x6= 3x6 FP= 3x6= 4x6= 5x6= 1 2 3 4 5 6 7 8 9 10 11 /\ / \ / 1\ / \ / \NJ -3 �I fi- ;. .. NI _ 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 5x6= 3x8 MT2OHS FP= 1.5x3 I I 3x4= 1.5x3 I I 1.5x3 II 3x4= 1.5x3 I 3x4= 4x6= 5x6= 3x4 I I 1.5x3 SP= 3x4= 3x8 MT2OHS FP-=- 4x6 4x6= 1.5x3 SP= 22-7-8 22-7-8 Plate Offsets(X,Y)-- (1:Edge,0-1-81,15:0-1-8,Edge),16:0-1-8,Edge1,(27:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.43 19-20 >620 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.60 19-20 >450 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.10 12 Na n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:124 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.2(flat)"Except" except end verticals. 15-24:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:23-25,14-16. REACTIONS. (lb/size) 27=1224/0-5-8,12=1231/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-27=-1219/0,11-12=-1224/0,1-2=-1119/0,2-3=-2849/0,3-4=-4050/0,4-5=-4775/0, 5-6=-4992/0,6-7=-4775/0,7-9=-4050/0,9-10=-2850/0,10-11=-1118/0 BOT CHORD 25-26=0/2114,23-25=0/3558,22-23=0/4550,21-22=0/4550,20-21=0/4992,19-20=0/4992, 18-19=0/4992,17-18=0/4550,16-17=0/4550,14-16=0/3558,13-14=0/2116 WEBS 1-26=0/1541,2-26=-1479/0,2-25=0/1092,3-25=-1054/0,3-23=0/731,4-23=-724/0, 4-21=0/457,5-21=-644/145,5-20=-237/271,11-13=0/1581,10-13=-1484/0, 10-14=0/1090,9-14=-1053/0,9-16=0/732,7-16=-724/0,7-18=0/457,6-18=-644/146, 6-19=-237/271 NOTES- 1)Unbalanced floor live loads have been considered for this design. ,, 1111 I I I Igg ii 2)All plates are MT20 plates unless otherwise indicated. S.EL S- �I, 3)The Fabrication Tolerance at joint 24=11%,joint 15=11% ,�4 NP Mq ,,j 4)Refer to girder(s)for truss to truss connections. sN__ \•.•'\G E•N S•••`4/ -ice 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. V-.. V S ••Cd • Strongbacks to be attached to walls at their outer ends or restrained by other means. No 53681 • 6)CAUTION,Do not erect truss backwards. * ;* ,.. ). r..wi •CC iv Michael S.Magid PE No.53681 MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa R 33610 Date: July 3,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND NVCLUDED MITEK REFERANCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use ordy 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.seeAAW/IPII Qualify CIA4ab,DS159 and SCSI Auldhy Component 6904 Parke East Blvd. SalM/y hlmmaRonavallabie horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • ili Qty Ply T14469149 15136T0 F04 Floor 3 1 , I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:24 2018 Page 1 I D:?9jto W xOG 1 OEk3C1?dBMoszBOOu-?fnpZ5TaGPEQs0oMzP3V53_ewFMmAe83iYq_wz?qcf 0-1-8 1-3-0 1-7-8 0-1-8 Scale=1:37.4 5x6= 4x6= 3x6= 3x6= 3x4= 3x4= 3x6= 3x6 FP= 3x6= 4x6= 5x6= 1 2 3 4 5 6 7 8 9 10 11 .° a ao a —r - -4 .' \AIL' /AL AIL-/ 8474/. _ \ /AIL 4 kri.VA/ ,\M/ ' (9.2 C. 26 25 24 23 22 21 20 19 18 17 16 15 14 13 1 4x6= 5x6= 3x8 MT2OHS FP=3x4= 3x4= 3x4= 3x4= 4x6= 5x6= 4x6= 1.5x3 SP= 3x8 MT2OHS FP= 4x6= 1.5x3 SP= 22-7-8 22-7-8 Plate Offsets(X,Y)-- 11:Edge,0-1-81,(5:0-1-8,Edge1,[6:0-1-8,Edge1,(11:0-1-8,Edge1,[12:Edge,0-1-81,(27:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.43 19-20 >620 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.60 19-20 >450 240 MT2OHS 187/143 BCLL 0.0 I Rep Stress Ina YES WB 0.73 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 I Code FBC2017/TPI2014 Matrix-S Weight:123 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.2(flat)*Except* except end verticals. 15-24:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:23-25,14-16. REACTIONS. (lb/size) 27=1224/0-5-8,12=1224/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-27=-1219/0,11-12=-1219/0,1-2=-1119/0,2-3=-2849/0,3-4=-4050/0,4-5=-4775/0, 5-6=-4992/0,6-7=-4775/0,7-9=-4050/0,9-10=-2849/0,10-11=-1119/0 BOT CHORD 25-26=0/2114,23-25=0/3558,22-23=0/4550,21-22=0/4550,20-21=0/4992,19-20=0/4992, 18-19=0/4992,17-18=0/4550,16-17=0/4550,14-16=0/3558,13-14=0/2115 WEBS 1-26=0/1541,2-26=-1479/0,2-25=0/1092,3-25=-1054/0,3-23=0/731,4-23=-724/0, 4-21=0/457,5-21=-644/145,5-20=-237/271,11-13=0/1541,10-13=-1480/0, 10-14=0/1091,9-1 4=-1054[0,9-16=0/732,7-16=-724/0,7-18=0[457,6-18=-644/145, 6-19=-237/271 NOTES- 1)Unbalanced floor live loads have been considered for this design. ��I111111,1I/� 2)All plates are MT20 plates unless otherwise indicated. �0%,PEL S. AA Ili 3)All plates are 1.5x3 MT20 unless otherwise indicated. q4 • 4)The Fabrication Tolerance at joint 24=11%,joint 15=11% ,$_* .•'‘ G ENS•..'4 _'::� 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. • r•• 0 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. No 53681 Strongbacks to be attached to walls at their outer ends or restrained by other means. :: :1•••k 0 R "•*. . % i 47. • ,,lIIlo Michael S.Magid PE No.53681 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 ter. Q WARNING-Verify daelgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-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 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 MiRek 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.seeANSIIM►away COMM.058.49 and 8CSI Bulang Component 6904 Parke East Blvd. Solely b/omro/bnavallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type / ► Qty Ply T14469150 15 1 15136T0 F05 FloorI I 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:25 2018 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszB00u-TsLBnRUC 1jMH UANZX7akdHXwgfnavByDxCaXRLz?qce 0-1-8 H 1-3-0 i 1-11-8 0�1 8 Scale'=1:21.3 1.5x3= 1.5x3= 1 2 3 4 5 6 • e ee e o 5i ° ./ . 16 o j o O,y , .A7 7 . \ • I I- 13 12 11 10 9 8 1.5x3 II 1.5x3 II 12-8-8 12-8-8 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8,Edge],[8:0-1-12,Edge],[13:0-1-12,Edge] LOADING (psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.09 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.10 11-12 >999 240 BCLL 0.0 I Rep Stress Incr YES WB 0.38 Horz(CT) 0.02 7 r1/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:69 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=679/0-5-8,7=679/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=675/0,6-7=-675/0,1-2=577/0,2-3=-1311/0,3-4=-1535/0,4-5=-1311/0,5-6=-577/0 BOT CHORD 12-13=0/1078,11-12=0/1535,10-11=0/1535,9-10=0/1535,8-9=0/1078 WEBS 1-13=0/792,2-13=-745/0,2-12=0/363,3-12=-428/0,6-8=0/792,5-8=-745/0,5-9=0/363,4-9=-428/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `00 111111114 %,••,0\, E . ,`: 3:\c : S..M,q ••,_ G ENS' .„.i . No 53681 *: :* - * ?): 1CtiC i 1111111 Michael S.Magid PE No.63681 MRek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: July 3,2018 on, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MUSK REFERANCE PAGE M9-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek0 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 vedfy the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quaefy Clhrb,DSB-89 and SCSI Building Component 6904 Parke East Blvd. daftly Brfomha/Monavallable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type a A Qty Ply T14469151 15136T0 F06 Floor Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:26 2018 Page 1 I D:?9jto W xOG 1 OEk3Cl?d BMoszBOOu-x2vZ_n Ugo0U86Kyl4g5zAU39n3HOej4M9sJ4zoz?qcd 4-1-8 Q-1 I 3x4= 2 3x4 HScale=1:10.4 5 1.5x3= • i ...14•.:44.1444444.144:444444444444444.44.4: 4 3 3x4= 3x6= 1-8-0 I 1-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:14 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-8-0 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 10-0-0 oc bracing. REACTIONS. (lb/size) 4=72/1-8-0,3=78/1-8-0 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. iti `ep,EL, I S'Mq � � • • • • •.*\G E N S .��/6 0 ' • • • No 53681 ▪ *: :* dio cc - • • eV/0NA- t-t ,. Michael S.Magid PE No.53681 MRek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.100311015 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 verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Indlvklual 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,seeANSVIPI1 Qualify c/Ielo,DSI-89 and ICSI adding Component 6904 Parke East Blvd. Solley Ielennalbnavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. I Tarrpa.FL 33610 Job Truss Truss Type e a Qty Ply T14469152 15136T0 1F07 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:26 2018 Page 1 I D:?9jto W xOG 1 O Ek3C I?d BMoszBOOu-x2vZ_nUgoOU 86KyI4g5zAU3AG3HTejXM9sJ4zoz?qcd 9 _113 Scale=1:11,5 1 3x6- 21.553 H 31.5x3 ! 41.5x3 I 51.5x3 ft • 1.5x3= 0 co iii:::**.•.4i�i�i�44.1i�i�44 iii 44.1...1.7...1.14Oi i00�.1444.44'4 O i4. .444:4 ii0*N i 4.44,i 4:4 4 4.i.i i i i i i i44 i i 4 i 4.i..4 ii0:4 00' ................................................................................................. 10 9 8 7 6 3x4 H 3x4= 1.5x3 1.5x3 3x4= 1-6-12 2-10-12 4-2-12 5-1-8 1-6-12 1-4-0 1-4-0 0-10-12 Plate Offsets(X,Y)-- [9:0-1-8,Edge],110:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:30 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-8 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. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 5-1-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,8,7 FORCES. (lb)-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. 5)CAUTION,Do not erect truss backwards. s. • No 53681 • *: :* • l• cc` •k 0 R ,O. N. • ,�S ,,•�N P` E• ���`• Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 • MOM A WARNING-Verily 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 trusses and truss systems,seeANS1/lPIl Qual►yCamel,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyhlolmatlomvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type r ti Qty Ply i T14469153' 15136T0 F08 Floor 5 1 I I ii Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:28 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?dBMoszBO0u-tROJ PTW 4Kek5Ld58C F8RFv9Qx5116VOfdAoB2gz?qcb 0-1-8 H 1-3-0 1-1-8 0-'1r8 Sc ie=1:28.5 4x6= 4x6= 1.5x3= 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 q e �o j.21 = 22 \ / \ /_ , 9 _N / \ / 111 19 18 17 16 15 14 13 12 it 4x6= 3x6 FP= 1.5x3 H 1.5x3 H 4x6= 1-6-0 4-0-0I 6-6-0 10-4-8 12-10-8 15-4-8 I 16-10-8 1-6-0 2-6-0 2-6-0 3-10-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[2:0-1-12,Edge],[4:0-1-8,Edgei,[5:0-1-8,Edge],[8:0-1-12,Edgei,[9:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Toe) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.15 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.21 14-15 >951 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Norz(CT) 0.05 10 rI/a n/a BCDL 5.0 Code FBC2017/TPI2014 1 Matrix-S Weight:92 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 10-0-0 oc bracing. REACTIONS. (lb/size) 20=908/0-5-8,10=908/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-903/0,9-10=-903/0,1-2=-804/0,2-3=-1961/0,3-4=-2583/0,4-5=-2767/0,5-6=-2583/0,6-8=-1961/0, 8-9=-804/0 BOT CHORD 17-19=0/1511,16-17=0/2388,15-16=0/2767,14-15=0/2767,13-14=0/2767,12-13=0/2388,11-12=0/1511 WEBS 9-11=0/1104,1-19=0/1104,8-11=-1052/0,2-19=-1052/0,8-12=0/669,2-17=0/669,6-12=-634/0,3-17=-634/0, 6-13=0/370,3-16=0/370,5-13=-438/33,4-16=-438/33 NOTES- 1))Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 00111111114 V` q e, •%_ J.••.G E N. 3 'i0'., •• No 53681 • *: :* S. -.01 I.il :77 ` �`* 0R1 o 1/4401.11\111Ank-iiv-i o` Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd-Tampa FL 33610 Date: July 3,2018 � I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. lit 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 rise,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Truss systems,seeANS1/IPII Quail),Cdhada,DSB-89 and BCSI Balding Component 6904 Parke East Blvd. Safely hfonnallonavalable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I 4. Qty Ply T14469154 15136T0 F09 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:29 2018 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszB00u-LdaicoXi5xsjzngKmyfgo7hcyGDQr?eprgYka6z?qca 0-1-8 H 1-30 0-8-8 S-8 I 071/8 Scale-1:19.2 1.5x3= 1.5x3= 1 2 3 4 5 6 • • • •\ 5 16 e • c • l e e (y \- 13 12 ti 10 9 6 ' l '\ 1.5x3 I I 1.5x3 H I 1-6-0I 4-0-0 I 7-5-8 I 9-11-8 I 11-5-8 1-6-0 2-6-0 3-5-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.04 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(CT) -0.05 11 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.33 Horz(CT) 0.02 7 r(a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:65 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=610/0-5-8,7=610/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-606/0,6-7=-606/0,1-2=-510/0,2-3=-1115/0,3-4=-1269/0,4-5=-1115/0,5-6=-510/0 BOT CHORD 12-13=0/949,11-12=0/1269,10-11-0/1269,9-10=0/1269,8-9=0/949 WEBS 6-8=0/698,1-13-0/698,5-8=-653/0,2-13=-653/0,5-9=0/264,2-12=0/264,4-9=-286/0,3-12=-286/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `otilliII/I/II •• G• • EN3'•.`'iQ '� w No 53681 :::;V% 4r CC Z i i'VD/0NA` v-``,` 1111111 Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t -- A WARNING-Vedy design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MIF7473 rev.1003/2015 BEFORE USE. wilt I 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,seeA gpfI Quality Womb.051-89 and ICSI11uIdhg Component 6904 Parke East Blvd. SafetyhlbnnaManvaliabie from Truss Plate institute,218 N.Lee Street.Site 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type , , Qty Ply T14469155 15136T0 F10 GABLE i1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:30 2018 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-pp84g8YLsF_aaxF W JgAvKKEsMgePaXXy4UH I6Zz?qcZ 0 8 OH8 Scale=1:18.8 1 3x4- 2 3 4 5 6 7 8 9 10 0 • • • • • • • o • e 4 ro •::Ji:OOi::O•:•:iii:K:K:ii'i i K:i Oi•::3:::i::O:•i is i::i i i1K:K:is:::00:•i:::•: 20 19 18 17 16 15 14 13 12 11 3x4= 3x4= 3x4= 1-6-12 2-10-12 4-2-125-6-12 6-10-12 8-2-12 9-6-12 10-10-12 11-5-8 1-6-12 1-4-0 I 1-4-0 i 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 - t 0-6-12 I Plate Offsets(X,Y)-- (19:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 19 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:58 Ib 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:19-20. REACTIONS. All bearings 11-5-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)11 Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ``�r,111I 11IIlgli' KeL S. AA 1,0 �• 4—•�\G•ENS�•.0.i No 53681 *: • : Job I Truss Truss Type r & 1 Qty Ply T14469156 15136T0 FG01 FLOOR i 1 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:33 2018 Page 1 I D:?9jto W xOG 1 O Ek3C I?d BMoszB00u-EOgCSAaD8AM8R P_5?ojcyzsLJtXnnu00mSW yjuz?qcW 4-1-4 7-9-8 { 4-1-4 3-8-4 Scale=1:14.7 3x4= 1 3x4= 22x4 H 3 . F _ Special 6_ 7 4 THIS TRUSS IS NOT SYMMETRIC. 'Special'indicates special hanger(s)or other 2x4 I PROPER ORIENTATION IS ESSENTIAL. 3x8= connection device(s)required at location(s) 2x4 I I shown.The design/selection of such special connection device(s)is the responsibility of others.This applies to all applicable truss designs in this job. 4-1-47-9-8 4-1-4 3-8-4 Plate Offsets(X,Y)-- (1:0-1-12,0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) -0.02 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-9-8 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) 6=73/0-5-8,4=694/Mechanical,5=1278/0-3-8 Max Uplift 6=-63(LC 4) Max Gray 6=89(LC 3),4=718(LC 4),5=1278(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-470/0 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 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. `,,,,1 Milli/Ili 4)Refer to girder(s)for truss to truss connections. %%• EL S. I, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. ,,•'r' A,Is,/ I., 6) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. •_\••••C E N 5+;.••/O Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1221 lb down at 6-0-4 on • bottom chord. The design/selection of such connection device(s)is the responsibility of others. = N O 53681 = LOAD CASE(S) Standard * — 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 '"-O. Lr Z Uniform Loads(plf) T . 1,1/ Vert:1-3=-100,4-6=-10 k!Z Concentrated Loads(Ib) �i�'\,(•�••;C� Q Q;••\t'1`,� Vert:7=-1221(F) .j`` ••• R % ��"SS/O N A`Ev4‘ss lltt Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 � I 41111=1111mg V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14111-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITekS connectors.This design 8 based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must vediy 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 Inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSU►PI►QualfyCited°,05849 and SCSI Bolding Component 6904 Parke East Blvd. jl Safetylnformaifonavallable from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type , . Qty Ply 1 TI4469157 15136T0 FG02 FLOOR 1 q J Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:34 2018 Page 1 I D:?9jto W xOG 1 OEk3C l?d BMoszBOOu-i bObg W brvU U?3YZHYW FrVAPS 1 Hqm W 8yY?6FVFKz?qcV 3-3-2I 6-4-8 I 9-5-15 I 12-7-5 15-8-11 I 18-10-1 l 21-11-8 f 25-0-14 - l _ -28-4-0_-____H 3-3-2 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-3-2 Scale:1/4"=1' 4x10= 6x8= 2x4 H 2x4 H 6x8= 4x10= 1 2 3 4 5 6 7 8 9 10 . 1311 E. E, o L7 a 20 19 18 17 16 15 14 13 21 12 11 2x4 II 4x10= 8x10= 8x10= THD26-2 4x10= 2x4 II 3-3-2 6-4-8 9-5-15 I 12-7-5 15-8-11 18-10-1 l 21-11-8 I 25-0-14 28-4-0 H 3-3-2 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-3-2 Plate Offsets(X,Y)-- [4:0-3-8,0-3-0],[7:0-3-8,0-3-0],[12:0-3-8,0-2-0],[14:0-5-0,0-4-8],[17:0-5-0,0-4-8],[19:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.59 15-16 >570 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.81 15-16 >417 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.06 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:462 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* except end verticals. 14-17:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 20=1680/0-5-8,11=2113/0-3-8 FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1554/0,1-2=-4010/0,2-3=-7121/0,3-4=-9166/0,4-5=-10659/0,5-6=-10659/0, 6-7=-10659/0,7-8=-10344/0,8-9=-8987/0,9-10=-5218/0,10-11=-1988/0 BOT CHORD 18-19=0/4010,17-18=0/7121,16-17=0/9372,15-16=0/10659,14-15=0/10456, 13-14=0/8987,12-13=0/5218 WEBS 1-19=0/4055,2-19=-1425/0,2-18=0/3307,3-18=-1085/0,3-17=0/2187,4-17=-822/0, 4-16=0/2058,5-16=-332/0,7-15=-701/898,7-14=-446/0,8-14=0/1451,8-13=-803/0, -13_0/ 007 9.12__1657!0 10-1 _015297 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. `,`�11111111//,�, Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. `� EL S. A. I� Webs connected as follows:2x4-1 row at 0-9-0 oc. ,•� �P ,V/4 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 g' *'•••\C E•N S.•Q/O'i� 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 53681 4)All plates are 4x5 MT20 unless otherwise indicated. •• * • •: 5)Required 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)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 22-9-0 from the left end to connect truss(es)to 2"'O • �I back face of bottom chord. 'l• .� 7) Fill all nail holes where hanger is in contact with lumber. 14! L S) Standard 1)Uniform Floor goods Live (pl(balanced):Lumber Increase=1.00,Plate Increase=1.00 iol,`l I /O i A�--`' ``, Vert:1-10=-100,11-20=-10 .111111111, tt Concentrated Loads(Ib) Michael S.Magid PE No.63681 Vert:21=-706(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekc connectors.This design is based only upon parameters shown,and Is for an Indbdual 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,seeANSUIPII Quality Cdhpria,DSB-89 and BCSI Buldhg Companion, 6904 Parke East Blvd. Safely InfonnallonavdlaNe horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r . Qty Ply T14469158 15136T0 FG03 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:35 2018 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-AnyztsbTgncshi8U6Dm41 OxW Ph98FeXhEm?3nmz?qcU 2-2-10 4-343 6-4-6 6/6r2 7-4-13 6343 10-6-2 12-7-0 14-7-14 161043 I 2-2-10 I 2-0-14 2-0-14 0.-2 I x1411�� 2-0 14 i 2-0-14 I 2-0-14 I 2-2-10 I 0-10-11 0-1-12 Scale=1:28.5 2x4 II 2x4 II 4x5= 6x6= 4x6= 4x6= 1 4x6= 214x5= 19 34x5- 20 4 21 5 22 6 23 7 24 8 9 ..-- ____.,,l • ..,,,,,, ,,,, • ..,,,,,.,„,„,,,,,..!. ,,,,, ,...,..., 11 l 17 16 15 14 13 12 11 18 5x6= 7x10= 4x5= 4x5= 4x5= 4x6= 4x6= 10 2x4 II 2x4 II THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2-2-10 4-3-8 6.4.6 6 2 74 -13 8-343 5 70.62 12-7-0 14-7-14 76-70$ 2-2-10 I 2-0-14 I 2-0-14 a 2 0.10-11 z4>14 I 2-0-14 2-0-t4 2-2-10 I 0-10.17 0-1-12 Plate Offsets(X,Y)-- 12:0-2-0,0-2-0],(3:0-2-4,0-2-0],18:0-2-12,0-2-01,111:0-2-8,0-2-01,112:0-2-12,0-2-01,115:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.25 14 >799 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.44 14 >449 240 BCLL 0.0 * Rep Stress Incr NO WB 0.69 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:249 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1`Except` TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, 7-9:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-16:2x4 SP SS WEBS 2x4 SP No.3`Except` 9-11,1-17,8-12,2-16,7-13,3-15,6-14:2x4 SP No.2 REACTIONS. (lb/size) 18=4151/0-5-8,10=3647/0-3-8 Max Uplift 10=-398(LC 9) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-4031/0,1-2=-6555/78,2-3=-11813/438,3-4=-16737/1080,4-5=-16737/1080, 5-6=-16737/1080,6-7=-15944/1340,7-8=-11487/1119,8-9=-5909/613,9-10=-3534/396 BOT CHORD 16-17=-78/6555,15-16=-471/12218,14-15=-1080/16737,13-14=-1340/15944, 12 1 3=-1158/11882,11-12=-613/5909 WEBS 9-11=685/6641,1-17=-100/7357,8-11=-3344/372,2-17=-3727/61,8-12=-588/6457, 2-16=-425/6206,7-12=-3297/331,3-16=-3381/278,7-13=-256/4794,3-15=-779/5231, 6-13=-2336/130,4-15=-2303/343,6-14=0/919,5-14=-801/0 NOTES- ♦♦♦♦,,EL IS���III li 1)3-ply truss to be connected together with 10d(0.131'x3•)nails as follows: `♦♦GNP •M,q�ij� Top chords connected as follows:2x4-1 row at 0-7-0 oc. ; N__ ,G•E•N`SF•••/O lo Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. • Webs connected as follows:2x4-1 row at 0-9-0 oc, • No 53681 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to • *:• ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. _ * — 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpl=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 16-8-12 zone;C-C for = "O tr members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .' '4 .L/ 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��,.;12'....<(‘.AN( O f3 ,C)411111.4. P••��,� 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ‘%./. ,,••,, �?♦♦ will fit between the bottom chord and any other members. / • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) ''�-ii. ' Ai'` ♦ 10=398. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1090 lb down and 309 lb up at Michael S.Magid PE No.53681 11-5-8,778 lb down and 221 lb up at 10-0-12,778 lb down and 221 lb up at 8-0-12,1525 lb down and 433 lb up at 6-0-12,and 158 MiTek USA,Inc.FL Cert 6634 lb down and 45 lb up at 4-2-14,and 76 lb down and 22 lb up at 2-2-14 on top chord. The design/selection of such connection 6904 Parke East Blvd.Tampa FL 33610 device(s)is the responsibility of others. Date: July 3,2018 Continued on nane 2 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MilekL 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.seeANS1/1141 QuallyCNlefb,DS11-89 and SCSI Bidding Component 6904 Parke East Blvd. Safety b Mmolbrnvdiable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty Ply T14469158 15136T0 FG03 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:35 2018 Page 2 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-AnyztsbTgncshi8U6Dm41 OxW Ph98FeXhEm?3nmz?qcU LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-23=-224,9-23=-100,10-18=-20 Concentrated Loads(Ib) Vert:2=-76 3=-158 20=-1525 21=778 22=-778 23=-1090 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. N" Design valid for use only with MITek(0 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing M i i'{ e 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,seeANSVIPII Guaiy Crhrb,DSS-89 and SCSI Budding Component 6904 Parke East Blvd. Sa(NyhlormaIIonovdiable from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ITruss Truss Type a Qty Ply j T14469159 15136T0 HJO2 Jack-Open i1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:36 2018 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszBOOu-ezV L5Cc6 R5kj IsiggwHJabUrz5ek_FZgSQkcKCz?qcT 3-5-0 3-5-0 Scale=1:11.5 3.33'12 3 4x5 2 1 co 4 4 4x6 GG 4111111111110, 0-5-10 3-5-0 0-5-10 2-11-6 Plate Offsets(X,Y)-- (1:0-1-12,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.02 4-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=156/0-6-5,3=75/Mechanical,4=38/Mechanical Max Horz 1=39(LC 8) Max Uplift 1=-85(LC 8),3=-50(LC 8),4=-33(LC 8) Max Gray 1=156(LC 1),3=75(LC 1),4=51(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=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left exposed;end vertical left exposed;porch left and richt e=r_sed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip D''_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. ,,��� ► I/��� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. ,`�% p c L S. A 4t I No 53681 *: * AT •"l4 /ON At- � •••••‘`•%. Michael S.Magid PE No.63681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2016 BEFORE USE. ipa Design valid for use only with MITekSai connectors.This design is based only upon parameters shown,and Is tor an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS//IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMbnna/bnavaitable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 T14469160 15136T0 HJO4 Diagonal Hip Girder 2 1 J Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:37 2018 Page 1 I D:?9jtoW xOG 1 OEk3C I?dBMoszBOOu-693j IYdkC PsawOHsEeoY6p 1 ziVynjip_h4UAsfz?qcS 5-7-2 5-7-2 Scale:1".=1' 2 2.83 I12 (' NAILED g Special . o o 1 d f — — 3x8 II 10 3 354= 4100, 3x8 NAILED 0-4-9 5-7-2 0-4-9 5-2-9 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-3-3,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.08 3-8 >816 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.08 3-8 >833 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 Ib 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2.136/Mechanical,3=74/Mechanical,1=243/0-4-15 Max Horz 1=61(LC 4) Max Uplift 2=-93(LC 4),3=-61(LC 4),1=-154(LC 4) Max Gray 2=136(LC 1),3=94(LC 3),1=243(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;M`;:FRS(directional);cantilever left exposed;end vertical left exposed;porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4)Refelt r toetween the bottom chord girder(s)fortruss to truss nd any other onnectionsmembers. ``0%�EL 1S�11rite 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except Qt=1b) %S%G�P ,A. •j' 1=154. --��� ••'c E•N 6)'NAILED"indicates 3-10d(0.148'x3")or 2-12d(0.148'x3.25')toe-nails per NDS guidiines. • ••.•� SF•••• la 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 53681 LOAD CASE(S) Standard * .* 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(pIf) = 0• • a ► Vert:1-2=-60,3-4=-20 AT Concentrated Loads(Ib) •0 • Vert:10=-11(F=-6,B=-5) .� • Q••.• e'��Iii.0 N A�E���� Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 MEM � I tiff 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10/73/2015 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 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.seeANS1/I►II Quail),Cm/elta,05149 and BCS/Bolding Component 6904 Parke East Blvd. Safety/Mwmatto navdtable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • . 1 Qty Ply 15136T0 HJ14 Diagonal Hip Girder 11 1 I T14469161 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:39 2018 Page 1 I D:?9jto W xOG1 OEk3Cl?d BMoszBO0u-2YBUj Df_k0719KR FL3gOC E6ICId5BcJ H9NzGwXz?qcQ 5-7-2 5-7-2 Scale:V=1' 2 2.83112 , Special 7 NAILED 1 r 1 'II 3x8 II 8 3 NAILED 1 NAILED 3x4= 5-7-2 5-7-2 Plate Offsets(X,Y)-- (1:0-0-0,0-1-6),(1:0-3-3,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.07 3-6 >897 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.11 3-6 >601 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=146/Mechanical,3=86/Mechanical,1=232/0-7-0 Max Horz 1=61(LC 17) Max Uplift 2=-86(LC 4),3=-12(LC 4),1=-77(LC 4) Max Gray 2=146(LC 1),3=102(LC 3),1=232(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II:Exp C:Encl.,GCp:-^18:MW FRS(directional):end vertical left exposed:Lumber DOL=..6n 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. ,,�rl\11III I Iig,�' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. �*s Pe S. M ,'�i 6)"NAILED"indicates 3-10d(0.148"x3°)or 2-12d(0.148"x3.25')toe nails per NDS guidlines. %% ,...... . q 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ♦,♦♦_A\••\G E N S•.s/O'•�� ♦ �* LOAD CASE(S) Standard No 53681 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-60,3-4=-20 — Concentrated Loads(Ib) • Vert:8=-22(F=-12,B=-9) O F • 0,''sS�ONAiii �E�.s. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 ging A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI//Pll QualityCrhrb,DSB-89 and WS Buldhg Campania} 6904 Parke East Blvd. Safety gdonnatlomvallable born Truss Plate Institute,218 N.Lee Street.Sutte 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • . Oty Ply T14469162 15136T0 HJ24 Diagonal Hip Girder 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:41 2018 Page 1 I D:?9jto W xOG t OEk3Cl?dBMoszBOOu-?xJE8vg EGdNOPdbeTUtU HfBeJ6JhfVpachSN?Oz?qc0 5-7-2 I 572 Scale=1:16.6 2 r 4.24 r2 Special NAILED 7 C o n _ r N N N N N 1 _ III, NX 6 3 NAILED NAILED 3x4 I I 3x6 II 5-7-2 II 5-7-2 Plate Offsets(X,Y)-- [1:0-3-14,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 3-6 >923 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.11 3-6 >599 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=148/Mechanical,3=82/Mechanical,1=230/0-7-0 Max Horz 1=80(LC 8) Max Uplift 2=-83(LC 8),3=-8(LC 8),1.53(LC 8) Max Gray 2=148(LC 1),3=103(LC 3),1=230(LC 1) 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=5.0psf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat. Ii;Exp C;Encl.,GCpi=0.18;MFRS(directional);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. 4) Refer to girder(s)for truss to truss connections. ``00111111/iii�' 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ``O PEL S. A I0� 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. ., •..... �Q ., 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �,`,,$. ••\G E N S'•.• �/0�0 w • • LOAD CASE(S) Standard • No 53681 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) F'„'pc;2----4.A 6*"6 2 c r.: Vert:8=-17(F=-9,B=-8) �/ . ,���%.: p R1 p, ��,�. �ilt�S;0 N A, %Os% Michael S.Magid PE No.53681 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t 1 pa 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 bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Indtvkrual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal kyury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeAN31/IPII Quail),Climb,DS11a9 and/CSI MUldhp Component 6904 Parke East Blvd. Safety h Mmatlpnavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T14469163 15136T0 J01 Corner Jack 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:42 2018 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszBOOu-T7tcLFhs1 xVtOnAgoBOjpskwC W kgOy2jrLBwXsz?qcN 2-1-1 2-1-1 Scale=1:8.8 4.00 12 2 1 3 3x4=♦3x6 H I 0-3-12 2-1-1 0-3-12 1-9-5 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5],[1:0-1-10,0-6-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=39/Mechanical,3=21/Mechanical,1=91/0-3-8 Max Horz 1=25(LC 12) Max Uplift 2=-28(LC 12),3=-19(LC 12),1—47(LC 12) Max Gray 2=39(LC 1),3=27(LC 3),1=91(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi-0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit tween the bottom chord and other • 4) Refer to egirder(s)for truss to truss connections.members. ‘%%%. •EL' A •,i S. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ,% r ,4 ,� No 53681 *: •:* - -0)1Toeyi‘ •Cc.7. )11° it, 'eN A�E?C? is � Michael S.Magid PE No.53681 MITek USA.Inc.FL Cert 6634 6904 Parke East Bivd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 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 verify the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing 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,seeANINJ7PII Qualify Cdeda,DSI-89 and ICS/Building Compenenl 6904 Parke East Blvd. Safety bdomial/a nnvaltabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • • Dry Ply T14469164 15136T0 J02 Corner Jack 1 1 Job Reference(optional) _ Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:42 2018 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-T7tcLFhs 1 xVtOnAgOBOjpskwR W kxOy2jrLBwXsz?qcN 1-10-15 1-10-15 Scale=1:8.8 4.00 P1-2 2 1 n T J---- i' )i 3 3x4= • 3x6 I 0-6-0 1-10-15 0-6-0 1-4-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5),[1:0-1-10,0-6-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 8 >999 180 BCLL 0.0 • Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=31/Mechanical,3=17/Mechanical,1=103/0-3-8 Max Horz 1=26(LC 12) Max Uplift 2=-23(LC 12),3=-18(LC 12),1=-53(LC 12) Max Gray 2=31(LC 1),3=22(LC 3),1=103(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch lett and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4) Refeit r toetween the bottom chord girder(s)for truss to truss d connections.onnectionsother members. ,�%%% EL'S,I4,/4:7,,,,,II 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ��•GNP • � .1.• , •• N., E•NSF•.•'•p'� No 53681 *; :* r I. O; q ., :��lL: ,�' .A P.' •iii /O N A-v"Os N 111111 Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 MOM 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03201S BEFORE USE. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and is for cin individual[wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Malek 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,seeMafIPII QuallyCrhda,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infonnalanavdlabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • . Oty Ply T14469165 15136T0 J03 Corner Jack 1 1 , Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:43 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?d BMoszBOOu-xJQ_ZbiVoFdkexl0avvyM4G5tv417Pls4?xU41z?qcM 1-5-7 1-5-7 4.00112 , Scale=1:8.9 2 1 A ----: /(r I 3 4 3x6 II 1-5-7 I 1-5-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-5-7 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=52/0-1-10,2=37/Mechanical,3=15/Mechanical Max Horz 4=18(LC 12) Max Uplift 4=-4(LC 12),2=-24(LC 12) Max Gray 4=52(LC 1),2=37(LC 1),3=25(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5 Provide mechanical connection of truss to late at )4. 6)Provide mechanical connection(by( y )of truss to g pcapable of withstanding100 lb uplift at joint(s)4,2. O p,, L S. ti'e ie others) bearing plateaP P � EL S. /e No 53681 —1.1:53 .e,i /0 N*APL 1,0‘‘ "" • Michael S.Magid PE No.63681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Ft.33610 Date: July 3,2018 _ A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Murck©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,seeANW/IPII Gua4y CIAJfb,DS1149 and SCSI&aiding Component 6904 Parke East Blvd. Salify,hfotma1bnavaltable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • . Qty Ply 714469166 15136T0 J04 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:44 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-PW_Mmx17ZYlaG5KC8cQBvHpDKJNsssY01fg1 clz?qcL 4-0-0 4-0-0 Scale=1:12.3 2 4.00 FT 9 1 `c � I 3 3x4 3x6 II 0-6-0 4-0-0 0-6-0 3-6-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-5),(1:0-1-10,0-6-10) 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) 0.02 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.02 3-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=89/Mechanical,3=45/Mechanical,1=180/0-3-8 Max Horz 1=54(LC 12) Max Uplift 2=58(LC 12),3=-39(LC 12),1=-97(LC 12) Max Gray 2=89(LC 1),3=62(LC 3),1=180(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=O.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide %l111I/ii will fit between the bottom chord and any other members. `� K .L S. 4) Refer to girder(s)for truss to truss connections. ••• •1n 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ;���\ .��G E N S'.••/O0, • No 53681 *: .* • • ''•./ % 5 •fO N ; �♦� 10 Michael S.Magid PE No.63681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-VerUy*sign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.16932015 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 Milek' 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,seeANSVIPII QuaIy Cr/oda,058-89 and SCSI Su/dhp Component 6904 Parke East Btvd. Satiety ldbnnaSonavdlabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply T14469167 15136T0 J05 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:45 2018 Page 1 I D:?9jto W xOG 1 OEk3Cl?d BMoszBOOu-tiYlzHjIJstRtFvPiJxQRVM LSjhIbJo9XJQb8Bz?qcK 5-8-0 5-8-0 Scale=1:15.0 2 4.00 12 8 7 � cCr 1 3 3x6 II 3x4 5-8-0 I 5-8-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-5),(1:0-1-10,0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Mc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.07 3-6 >900 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.11 3-6 >621 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=146/Mechanical,3=78/Mechanical,1=224/0-5-8 Max Horz 1=77(LC 12) Max Uplift 2=-78(LC 12),1—42(LC 12) Max Gray 2=146(LC 1),3=103(LC 3),1=224(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;M FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-4 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 4 Refwill er too girder t between she for botru s to truschord s n onnections.d any other members. ,`,\\\\\ �I���,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. SN G� *41e.‘ • No 53681 *• :* * •r�. • C TA - ' 14/ • • • . <<`.-- R� O • \%�• ►IiII\\ Michael S.Magid PE No.63681 MITek USA,Inc.A.Cert 6694 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Wick®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(or stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Qualy Cifab,DSB-89 and BCM Au/dhp Component 6904 Parke East Blvd. Safety InlennaIbnuvaflabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type > ► Qty Ply T14469168 15136T0 J06 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:46 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszB00u-Lu67BckN4A?IVOTbF1 Sf_iuUQ7_DKm2Jmz98gdz?qcJ 6-0-0 6-0-0 Scale=1:16.5 2 4.00 F12- 10 9 0 3 3x4 3x6 11 3-1�j 6-0-0 12 5.8-4 Plate Offsets(X,Y)-- (1:0-0-0,0-1-51,(1:0-1-10,0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.16 3-8 >434 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.13 3-8 >532 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=149/Mechanical,3=75/Mechanical,1=251/0-3-8 Max Horz 1=81(LC 12) Max Uplift 2=-94(LC 12),3=-63(LC 12),1=-137(LC 12) Max Gray 2=149(LC 1),3=104(LC 3),1=251(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,,%%%111 Ill//��, will fit between the bottom chord and any other members. ♦♦♦% k 4)Refer to girder(s)for truss to truss connections. ♦ 1/4 ♦ r - . 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except(jt=Ib) a \ ,•' C•E•N s' `->r' i� 1=137. : :• ' •'• i •No 53681 • • • • °•,Sc( OR1 'r„ % Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 Ai WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-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,seeAMS1/I11I OuallyCdteda,DS8-9 and CCE!Building Component 6904 Parke East Blvd. Safety Irfgmolbn'avdlabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T14469169 15136T0 J07 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:46 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?d BMoszBOOu-Lu67BckN4A?I VOTbF 1 St_iuW f71 RKmDJmz98gdz?qcJ 5-5-0 8- 5-5-0 0-3-0 2x4 I I Scale=1:15.1 2 3 4.00 I12 I • 1 ei . . i 1 la o.., 5 4 M. 3x6 II 2x4 II 3x4= 5-8-0 5-8-0 Plate Offsets(X,Y)-- 11:0-0-0,0-1-51,11:0-1-10,0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loe) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.08 5-8 >822 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 ! Vert(CT) -0.11 5-8 >590 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.02 1 n/a n/a I BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Lett:2x4 SP No.3 REACTIONS. (lb/size) 4=209/Mechanical,4=209/Mechanical,1=224/0-5-8 Max Horz 1=75(LC 12) Max Uplift 4=-70(LC 12),1=-43(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-6-0 zor;e;CC-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 4)will Refer t to girder geen irder(s)e bottom for truss to truss connectiond and any other s. ,,,��1 III/1 s O ,. \P,EL S.•Mq ,,•, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,1. ,�N G ' • No 53681 • • ••' (vim: ' O • • -IiiiIliIIr Michael S.Magid PE No.53681 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: July 3,2018 11. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 wtlh possil:)le personal injury and property damage. For general guidance regarding the Fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANWlPII Qualify Mona,05049 and CCS/IUIdh g Command 6904 Parke East BNd. Salafy h*nnaffenavatable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14469170 15136T0 J11 Corner Jack 1 1 i j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S May 24 2018 Mitek Industries,Inc. Tue Jul 3 08:21:47 2018 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszB00u-p5gVOyl?rT797Y2npk_uW wRn 1 XSO3DI S_dvhD4z?qc l 2-1-1 2-1-1 Scale=1:8.8 4.00 FIT 2 1 n 3 11110. 3x6 II 3x4= 2-1-1 2-1-1 Plate Offsets(X,Y)-- (1:0-0-0,0-1-5),(1:0-1-10,0-6-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 rl/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=47/Mechanical,3=28/Mechanical,1=76/0-5-8 Max Horz 1=25(LC 12) Max Uplift 2=-22(LC 12),3=-3(LC 12),1=-12(LC 12) Max Gray 2=47(LC 1),3=32(LC 3),1=76(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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)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 4)will Refer tt o girder(s)etween e for bottom truss to trussd any other connections. 0111111i/iv,, g° ( ) S. M ,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. � � .` $.".•' GENS'• v/ '0/O'0 No 53681 *: :* -.e2.7.4a) � c S''S,ONAl'� .sCC\ •' 111111 Michael S.Magid PE No.53681 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10MV3/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gukiance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANJfIPIl OvallyClh/b,DS$-89 and BCSI BUldhp Component 6904 Parke East Blvd. Safety Idblm tionavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type • • Qty Ply T14469171 1513610 J12 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:48 2018 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-I H EtclldcnFOkid_NSV737_yrwo9ogYcDHeFI W z?qcH 1-10-15 1-10-15 Scale=1:8.8 4.00112 2 T 17\1 3 4111111100. 3x6 3x4 1-10-15 1-10-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5],(1:0-1-10,0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 ' Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-MP Weight:7 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=44/Mechanical,3=32/Mechanical,1=76/0-5-8 Max Horz 1=26(LC 12) Max Uplift 2=-22(LC 12),3=-6(LC 12),1=-12(LC 12) Max Gray 2=44(LC 1),3=33(LC 3),1=76(LC 1) 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. III:Exp C:Encl.,GCp.i=0.18;MWFRS(directional)and C-C Exterior(2)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4)Refer ot egirder(sween )fore ttom truss to truss members.onnrd and ectionsother ����,,K L,S',1 Ili, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. N• G�.•......... po i No 53681 * -0 ST' j QF LJ • T�• ( O R ` • •�`• 'l1,S/ONA LE 0N- Michael S.Magid PE No.63681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 � I Q WARNING-Verily 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 verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent budding of indivklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII QuaNyCiteda,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Idormalio/xivdlable from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • i Qty Ply T14469172 15136T0 J13 Jack-Open 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:49 2018 Page 1 I D:?9jtoW xOG 10Ek3C I?dBMoszBOOu-mToFpemF NSNtMsCAx90McL W 6m K6RX7nISx0oHyz?qcG 3-0-0 3-0-0 Scale=1:9.4 3.00[12 2 rr 1 m X ,- 6, 3 3x8 11 3x4= 3-0-0 3-0-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-6],11:0-3-3,Edge] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 1 ria n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=71/Mechanical,3=46/Mechanical,1=117/0-5-8 Max Horz 1=33(LC 8) Max Uplift 2=-37(LC 8),3=-7(LC 8),1=-30(LC 8) Max Gray 2=71(LC 1),3=51(LC 3),1=117(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opst;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Exp C;Encl.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tom other 41. 4) Refer ot etween the girder(s)forotrru s toord and truss connections. 5) ��,`,`N. L'S„r�! ''I�� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. `,' G� 4, ,, No 53681 .k v. I:1:3: ??1)'?.•.* 4::7: #7''ss/4.0NALE��S Michael S.Magid PE No.63681 MiTek USA,Inc.ft Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,201E mit Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/83201S BEFORE USE. Design valid for use oNy with MITeke connectors.This design Is based only upon parameters shown,and is for an Individual residing 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,seeANSVIPII QualfyCrierb,DS849 and SCSI Building Component 6904 Parke East Blvd. Safely lnlbrmallonavailabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T14469173 15136T0 J14 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:49 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?d BMoszBOOu-mToFpemF N5NtMsCAx90McLW 5AK56X7nlSxOoHyz?qcG 4-0-0 4-0-0 Scale=1:12.3 2 4.00 I12 7 0 1 tO 3 3x6 I I 3x4 4-0-0 4-0-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-5),Fl:0-1-10,0-6-101 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) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=101/Mechanical,3=57/Mechanical,1=157/0-5-8 Max Horz 1=54(LC 12) Max Uplift 2=-53(LC 12),3=-1(LC 12),1=-29(LC 12) Max Gray 2=101(LC 1),3=71(LC 3),1=157(LC 1) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;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 3-11-4 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 other 4)Refer oetween the girder(s)for tttom chord and ru s to trussonnnectionsmembers. so trusss. � 5)Provide mechanical connection(by others)of to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. •• G� ail ,� ` •••G•E• S•• •%�i • • No 53681 .0 2.24s704); • _ Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 611-7473 rev.10/03/2015 BEFORE USE. pipit Design valid for use only with Mlieke,connectors.This designs 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 puss web and/or chord members only.Additbnal temporary and permanent bracing .MiTek Is always required fon stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPIl QuaIyCriada,DS1149 and SCSI Wilding Camponant 6904 Parke East Blvd. Safety lnfomradolnvdlable from truss Plate Institute.218 N.Lee Street.Suite 312,AlexandrIa.VA 22314. Tampa.FL 33610 Job Truss Truss Type • • I Qty Ply I 714469174 15136TO J15 Jack-Open 11 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:50 2018 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBO0u-EgMe1_nuBOVk_OnMUtXb8Y3FRkRFGa1 uhb7MpOz?qcF 3-6-8 I 3-6-8 Scale=1:12.3 5 2 ' . 4.0012 1o 6 1 3 4 3x6 I I 3-6-8 3-6-8 l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 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) 4=133/0-5-8,2=93/Mechanical,3=41/Mechanical Max Horz 4=46(LC 12) Max Uplift 4=-21(LC 12),2=-55(LC 12) Max Gray 4=133(LC 1),2=93(LC 1),3=64(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25tt;B=45fh L=24th 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 3-5-12 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 pat bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. ,`,��001 ,S'I ��i,'' No 53681 Z * .*Ir * • / , r W I •• , Michael S.Magid PE No.53681 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Fl.33610 Date: July 3,2018 � 1 tut Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7073 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Brachg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for 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.seeANSI/IPII Chanty Cdtoda.DS11-89 and SCSI Suldhp Compon.nt 6904 Parke East Blvd- Sabfy IVo/madonrvdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Ory Ply T14469175 15136T0 J16 Jack-Open 21 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:51 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?d BMoszBOOu-isvOEKoW vidbcAMZ2a2ghmcKVBiA?1 H2vFtvM rz?qcE 6-0-0 6-0-0 Scale=1:20.7 2 '1 6.00 12 B 7 lin 1 ►� 3x6 11 3 6-0-0 6-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-01,[1:0-3-0,0-1-7] - I i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.10 3-6 >705 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.14 3-6 >524 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 2=-100(LC 12),1=-26(LC 12) Max Gray 2=157(LC 1),3=111(LC 3),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;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 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4)Refeit r toetween the bottom chord girder(s)for truss to trussnd nnect conother nections. ,`` % 1i!,S 11A1/,'' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) �%"GA • P .rAi 2=100. � \:'�.�G ENSc •••/"am moi. No 53681 *: :• * • • ST r0 � � T •; P . ��' � OR \ • ``. Michael S.Magid PE No.63681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 � I 0 WARNING-Vally design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI7473 rev.10/0312015 BEFORE USE. lot Design valid for use only with Mliek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANWIM1 Cualy ONO,DSB-8P and BCSI BuIdI g Component 6904 Parke East BNd. Safety Iofoenatbn7vdtabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type • • I Qty Ply T14469176 15136T0 J21 Corner Jack 4 1El Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:52 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?d BMoszBOOu-A2TORgp8gOlSDJxlclZ3Dz8dkY9?kUXB8vcSuHz?qc D 2-1-1 2-1-1 Scale=1:10.7 2 6.00 12 1 a) 3 i 41101111' 3x5 II 2-1-1 2-1-1 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,11:0-0-3,0-5-01,11:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=48/Mechanical,3=27/Mechanical,1=76/0-5-8 Max Horz 1=38(LC 12) Max Uplift 2=-30(LC 12),3=-3(LC 12),1=-4(LC 12) Max Gray 2=48(LC 1),3=35(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4)will Refer to girder(s)t between e for bottom truss to trussd any other connections. `,,,��� ►Il���,, s ( ) �� rxeL S. M ie 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. %sN • �G GENS , , �;.•• , ccs• i No 53681 •• • L Michael S.Mapid PE No.53681 MiTek USA,Inc.tl Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: July 3,2018 r, t A WARNING-Verity deetgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse wtth possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAflSV/P/I Oually C,M110,D11-89 and DCII adding Componarrrt 6904 Parke East Blvd. Sa1Wy linfomvailetcrvallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type • . Qty Ply 1 T14469177 15136T0 ,J22 Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:53 2018 Page 1 ID:?9jtoW xOG1 OEk3CI?dBMoszBO0u-eEl mfOpmRJtJrTWxA?41mBhoTxVATxnLNZMOQjz?qcC 1-10-15 1-10-15 Scale=1:10.7 2 6.00 12 1 )( i ',.. .4. 3 3x5 II 1-10-15 1-10-15 Plate Offsets(X,V)-- (1:0-0-1,0-0-3),(1:0-0-3,0-5-0),(1:0-2-8,0-0-7) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 180 BCLL 0.0 • � Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 r✓a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MP Weight:7 Ib 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=47/Mechanical,3=29/Mechanical,1=76/0-5-8 Max Horz 1=39(LC 12) Max Uplift 2=-30(LC 12),3=5(LC 12),1=-4(LC 12) Max Gray 2=47(LC 1),3=34(LC 3),1=76(LC 1) 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will other 4)Refer tt o girder(s)for truss to truss onntween the bottom chord and ectionsmembers. `�%%,,EL'S!,II Midi 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ,.` �P •v 4 •j .` .\ •'G•E.►V 3• .-O'.� No 53681 r. *: :* it '''';-...6:16:/.0..N.1;1/4..‘-:":":"77."..;%%*:...? "s4'OA N �� ���, Michael S.Magld PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek©connectors.TMs design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bonding 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,seeANIWIPII Quail),C/fe,B,D3a-e9 and SCSI IUIdhy Component 6904 Parke East Blvd. Safetyhdodna/bnavallable from Trus Plate Institute.218 N.Lee Street.State 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T14469178 15136T0 J23 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:53 2018 Page 1 ID:?9jtoWxOG1 OEk3C1?dBMoszBO0u-eE1 mfOpmRJtJrTWxA?41mBhnfxUsTxnLNZMOQjz?qcC 2-0-0 2-0-0 Scale: 2 • 6.00 F12 fl 1 111. 01/� 4 3x8 II 3 0-3-12 2-0-0 0-3-12 1-8-4 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.07 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=74/0-3-8,2=52/Mechanical,3=22/Mechanical Max Horz 4=56(LC 12) Max Uplift 4=-22(LC 12),2=-43(LC 12),3=-26(LC 12) Max Gray 4=74(LC 1),2=52(LC 1),3=36(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=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;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. •�``1�P%L'S'I,,0i,•, •`• �G.•••G ENS �'p'•, • No 53681 *; it • •",<\•. ,off O <(\._••.%9F • c�,.• Michael S.Magid PE No.53681 MITek USA,Inc.Fl.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 � I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIiek®connectors.This design Is based only upon parameters shown,and is for an Iruilvldual 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 tracing of trusses and truss systems,seeAMVIPfI QuaIyC,Nda,055.89 and SCSI Building Component 6904 Parke East Blvd. Sately Infoima/leirmilable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T14469179 15136T0 J24 Jack-Open 4 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:54 2018 Page 1 I D:?9jto W xOG1 OEk3Cl?dBMoszBOOu-6Rb8sMgOCdOATd57jicXJOEwXLoaCO1 UbD5ZyAz?qcB 4-0-0 4-0-0 Scale:314'=1 2 - 6.00 12 1 7 n di',1N NI Ni 1 SA rtrt, III 11 1 IVA 3 IIM 3x5 II 4-0-0 4-0-0 Plate Offsets(X,Y)-- 11:0-0-1,0-0-3],11:0-0-3,0-5-0],11:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 i Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 • I Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 -1 Code FBC2017/TP12014 Matrix-MP Weight:14 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=103/Mechanical,3=55/Mechanical,1=158/0-5-8 Max Horz 1=81(LC 12) Max Uplift 2=-66(LC 12),3=-2(LC 12),1=-i5(LC 12) Max Gray 2=103(LC 1),3=73(LC 3),1=158(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;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 3-11-4 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 4)Refer ot etween the bottom girder(s)for truss toord truss connectiond any other s. `,,`,SEL 1S�I/��',,' 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ,N' NP ,1:1447„,/,,,,,, q�,j •• N ••G E•N S• •"Q�0i • No 53681 Z. *: .* gip• A • P • "iiiiiiiii It. Michael S.Magid PE No.53681 MITek LISA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 paWARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10103i2015 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 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 Ijary and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IM►Quay Climb,D5l-89 and ICS/Iuldhrg Component 6904 Parke East Blvd. Safety I totmo/bspvalabie from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type • Oty Ply T14469180 15136T0 T01 Half Hip Girder I2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:55 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?dBMoszBOOu-ad9X4hrOzx814nfKHO7mrcm2HlzMxrNdgtr7Vcz?qcA 4-0-0 6-0-0 4-0-0 I 2-0-0 4x5= Scale=1:14.3 Special 2 3 4.00 FT ro G1 :a 1 1 0 — 52x4 II Special 4 3x4 3x6 11 0-3-12 4-0-0 6-0-0 0-3-121 3-8-4 2-0-0 Plate Offsets(X,Y)-- (1:0-1-10,0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.40 Vert(LL) 0.23 5-10 >316 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.84 Vert(CT) -0.22 5-10 >322 180 BCLL 0.0 • Rep Stress lncr NO WB 0.06 Horz(CT) -0.10 3 n/a n/a BCDL 10.0 I Code FBC2017/TPI2014 Matrix-MP Weight:22 lb FT=20% 1 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.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical,4=267/Mechanical,1=301/0-3-8 Max Horz 1=55(LC 8) Max Uplift 3=-42(LC 4),4—205(LC 8),1=-189(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-269/195 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;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;end vertical left exposed;porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,1111111111//1, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `01 eL S. 1I, 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 ,s% \AP M,q ie will fit between the bottom chord and any other members. ,•,._k.•\C•E•N S�.C/6 i� 6)Refer to girder(s)for truss to truss connections. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b) No 53681 4=205,1=189. *•• 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 196 lb up at _ 4-0-0 on top chord,and 71 lb down and 74 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). T T. i LOAD CASE(S) Standard iO �� "P•• t-�� 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 'j�•••••9 R , O %% Uniform LoaVertds f 1-2=-60,2-3=-so,4-6=-20) ��'s'�0 N A�� 0 Concentrated Loads(Ib) Michael S.Magid PE No.53681 Vert:2=-80(B)5=-71(B) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/0312015 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 m11, 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 txrcklIng 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,seeANWV/PII Quay Cthrb,0511-89 and ICSI Iuldlrg Component 6904 Parke East Blvd. Safely I forma/bnavdfable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type • City Ply T14469181 15136T0 T02 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:56 2018 Page 1 I D:?9jto W xOG1 OEk3C I?dBMoszB00u-3pjvH 1 sekEGtixE W r7e?OpJ5r9LcgGan3Xag12z?qc9 6-0-0 12-7-0 18-1-8 6-0-0 6-7-0 5-6-8 Scale=1:30.2 NAILED NAILED 6x6_ NAILED NAILED NAILED 6x6= 4.00 I12 2 17 18 19 3 - '2u° Ju J U Lu 4x5 4 apor lie 5 N 1 It 2 20 7 21 22 23 6 24 NAILED6x6— NAILED NAILED NAILED 2x4 II NAILED 5x6 I I 6x8 I I NAILED NAILED 013-112 6-0-0 12-7-0 18-1-8 I 0-3-12 5-8-4 6-7-0 5-6-8 Plate Offsets(X,Y)-- [1:0-2-12,0-1-6],[1:0-0-6,0-8-2],[1:0-0-3,0-0-91,12:0-3-0,0-2-11],(3:0-3-0,0-2-11],[5:0-4-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.38 6-7 >577 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 ! Vert(CT) -0.39 6-7 >561 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(CT) 0.08 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:70 lb FT=20% LUMBER- - BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. 2-3:2x6 SP No.2,3-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. BOT CHORD 2x4 SP SS WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 5=1327/0-5-8,1=1339/0-3-8 Max Horz 1=30(LC 24) Max Uplift 5=-900(LC 8),1=-905(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2787/1905,2-3=-2561/1805,3-5=-2785/1913 BOT CHORD 1-7=-1748/2583,6-7=-1729/2561,5-6=-1749/2585 WEBS 2-7=-297/475,3-6=-312/495 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,11111111/iii. 2)Wind:ASCE I;Exp C;End.,i0;GCpi,l0.18;MWFRS(directional);onal);cantilever) left exposedph; 5;end ertDcal left exposed;porch left exposed;LumberCat. NS%r\A .. S. xI„i,, DOL=1.60 plate grip DOL=1.60 ��`•_c .�%GENSF.�'/,°•�� 3)Provide adequate drainage to prevent water ponding. • • o 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 53681 r 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 5=900,1=905. :'o • ,• 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. •• 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O ' v4 LOAD CASE(S) Standard ��c9 •,_-\.,\�?`� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 a s/• •• �� Uniform Loads(pit) �i,,��N A�1111`, Vert:1-2=-60,2-3=-60,3-5=-60,8-12=-20 Concentrated Loads(Ib) Michael S.Magid PE No.63681 Vert:2=-89(F)3=-89(F)7=-55(F)6=-55(F)17=-89(F)18=-89(F)19=-89(F)20=-247(F)21=-55(F)22=-55(F)23=-55(F) MITek USA,Inc.FL Cert 6634 24=-247(F) 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verily deargn parameters and READ NOTES ON THIS AND INCLUDED MUSK REFERANCE PAGE 681.7473 rev.10413/2016 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 briding 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,see/WSW/II Quail),Criteria,DSB19 and BCS/Building Componen/ 6904 Parke East Blvd. Safety Nlormatbnrvdlabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • * Qty I Ply I 714469182 15136T0 T03 Half Hip Girder '1 I 1 Job Reference(optional) i Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:57 2018 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-XOHHVNsHVYOkK5piPr9Ew15NoZgwPlwwl BKDZVz?qc8 4-0-0 5-8-0 4-0-0 1-8-0 4x5 = Scale=1:13.6 Special 2 3 Ni 4.0012 1 I 10 _ rii cd 40° 4 3x6 II 52x4 II Special 3x4 4-0-0 5-8-0 4-0-0 1-8-0 Plate Offsets(X,Y)-- 11:0-1-10,0-6-101 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.13 5-8 >504 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 . BC 0.83 j Vert(CT) -0.21 5-8 >318 180 BCLL 0.0 ' Rep Stress Incr NO I WB 0.05 Horz(CT) 0.08 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=48/Mechanical,4=319/Mechanical,1=278/0-5-8 Max Horz 1=55(LC 8) Max Uplift 3=35(LC 4),4=-i16(LC 8),1=-78(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-290/156 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=5.0pst;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,111111111111,,' 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 ,� eL S. Ii will fit between the bottom chord and any other members. `•% \k M,9 I#*• 6)Refer to girder(s)for truss to truss connections. `ss*\'-,•�\•C E Ns•• /QI.i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1 except(jt=lb) • 4=116. No 53681 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 lb down and 188 lb up at 4-0-0 on top chord,and 95 lb down and 61 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). ......;.::;:0, 'fl :�' AT �� LOAD CASE(S) Standard i O / �� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �i '� • ( •• � Uniform Loads Vert:1(2If-60,2-3=-60,4-6=-20 ,,��I Q•10 N A1-Sy V` Concentrated Loads(Ib) 1111/11111111111 Vert:2=-102(F)5=-95(F) Michael S.Magid PE No.63681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t ith. A WARNING-Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7073 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use-the 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.seeANSVIM►Qea/y CSMtla,Dsaa9 and ICS Budding Componwd 6904 Parke East Blvd. Safety Mbtmo/btr valable from Truss Plate Institute,218 N.Lee Street.Suite 312-Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty 'Ply I T14469183 15136T0 T04 I Roof Special Girder 1 1 2 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:59 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?dBMoszBOOu-7001 v3uX09eSZOz5W GBiORxdtMJttSO DIVpKeNz?qc6 13-8-12 14-8-12 1 5-8-0 Ito-lo-0 126.12 tz11Q-e 14-7-o I f 16-10-8 5-8-0 5-2-0 1-10-12 o-1-920-10-4 P144P1-Y2 2-1-12 Scale=1:28.9 5x12- 3x4 II NAILED NAILED NAILED 4.0012 2 16 17 18 3 U �u 2x4 I I 2x4 !I 5x6= 8x12= s s 7 L N nn nn nn nn nn nn c • 19 12 20 21 11 22 10 23 9 5x6= 24 6x8 I I JUS246x6_ NAILED NAILED 3x5 I I 4x5 NAILED NAILED 8 4x5= NAILED NAILED 2x4 II 13-8-12 14-8-12 2 1 0-8 5-8-0 I 17-0--112 0--72PtO4 P10-40- 2 2-1102 Plate Offsets(X,Y)-- (1:0-3-2,Edge),(1:0-0-0,0-1-13),[2:0-5-8,0-2-0],(4:0-4-8,Edge),(7:0-2-8,0-2-8),(9:0-2-8,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.16 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.34 10-11 >592 240 BCLL 0.0 • Rep Stress Incr NO WB 0.82 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, 4-7:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-12:2x4 SP SS 6-0-0 oc bracing:8-9. WEBS 2x4 SP No.3`Except* 3-11,7-9,4-10:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=2712/0-3-8,1=1704/0-5-8 Max Horz 1=125(LC 25) Max Uplift 8=-16(LC 5),1=-231(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3717/470,2-3=-821/130,4-11=0/626,3-4=-354/164,4-5=-4995/128, 5-6=-4995/128,6-7=-4995/128,7-8=-2935/8 BOT CHORD 1-12=-486/3447,11-12=-363/6622,10-11=-429/7316,9-10=-128/4995 WEBS 2-12=0/1194,4-12=-3215/0,7-9=-164/5841,4-10=-2685/372,6-9=-1608/0, 5-10=-201/396,2-4=-2837/343 `,,111111111,tiii, NOTES- 1) S. M,Q',,�♦ 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: G to Top chords connected as follows:2x4-1 row at 0-9-0 oc. `� N- ••.\.,' N 5+�.••/O♦♦ Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. No 53681 1. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to * •* ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. - 3)Unbalanced roof live loads have been considered for this design. �i 4)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. a II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 . k 5) Provide adequate drainage to prevent water ponding. 1♦ '< •... o4 O P•• `. •� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ • Q 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 ♦♦j,Os, •'••••••'•eta Ns wi l fit between e ttom chord and any her bers. 8)Prlovide mechanical connection(by others)tof truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=1b) �'Ii 11 N A;;���� 1=231. Michael S.Magid PE No.53681 9) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have MITek USA,Inc.FL Cert 6634 been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6904 Parke East Blvd.Tampa FL 33610 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-0-12 from the left end to connect truss(es)to Date: back face of bottom chord. July 3,2018 11) Fill all nail holes where hanger is in contact with lumber. is A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*16.7473 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 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' Is always required for stability and to prevent collapse wtth possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANWW41 aloft'Cameo,DDLff and DCS/Building Component 6904 Parke East Blvd. Safety►Homrattowva Table from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 'Job Truss Truss Type • • i Qty Ply T14469183 15136T0 T04 Roof Special Girder 1 ;,job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:59 2018 Page 2 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-7001 v3uX09eSZOzSW GBiORxdtMJttSODIVpKeNz?qc6 NOTES- 12)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,2-3=-100,4-7=-303,8-13=-20 Concentrated Loads(Ib) Vert:12=-58(B)16=-46(B)17=-46(B)18=-46(B)19_299(B)20=-58(B)21=-58(B)22=-189(B)23=-189(B)24=-192(B) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-80,2-3_80,4-7=-270,8-13=-20 Concentrated Loads(lb) Vert:12=-52(B)16=-44(B)17=-44(B)18=-44(B)19=-260(B)20=-52(B)21_52(B)22=-164(B)23=-164(B)24=-168(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-20,2-3=-20,4-7=-184,8-13=-40 Concentrated Loads(Ib) Vert:12=-63(B)16_46(B)17=-46(B)18=-46(B)19=-218(B)20=-63(B)21=-63(B)22=-126(B)23=-126(B)24=-133(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=26,2-3=44,4-5=-58,5-7=-80,8-13=-10 Horz:1-2=-36,3-4=-15 Concentrated Loads(Ib) Vert:12=-18(B)16=39(B)17=34(8)18=34(B)19=127(B)20=-18(B)21=-18(B)22=80(B)23=80(B)24=78(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=19,2-3=44,4-7=58,8-13=-10 Horz:1-2=-29,3-4=-36 Concentrated Loads(Ib) Vert:12=-18(B)16=42(B)17=34(B)18=34(B)19=127(B)20=-18(B)21=-18(B)22=80(B)23=80(B)24=78(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-21,4-7=-195,8-13=-20 Horz:1-2=1,3-4=43 Concentrated Loads(Ib) Vert:12=-8(B)16=99(8)17=99(B)18=99(B)19=137(B)20=-8(B)21=-8(B)22=90(B)23=90(B)24=86(8) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-3=-21,4-7=-176,8-13=-20 Horz:1-2_14,3-4_6 Concentrated Loads(lb) Vert:12=-8(B)16=94(B)17=99(B)18=99(B)19=137(B)20=-8(B)21=-8(B)22=90(B)23=90(B)24=86(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=31,2-3=31,4-7=-79,8-13_10 Horz:1-2=-41,3-4=-49 Concentrated Loads(Ib) Vert:12=-18(B)16=47(B)17=47(B)18=47(B)19=127(B)20=-18(B)21=-18(B)22=80(B)23=80(B)24=78(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=16,4-7=-104,8-13=-10 Horz:1-2=-26,3-4=-34 Concentrated Loads(Ib) Vert:12=-18(B)16=62(B)17=62(B)18=62(B)19=127(B)20_18(B)21=-18(B)22=80(B)23=80(B)24=78(B) 10)Dead+0.6 MWFRS Wind(Neg.internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-21,2-3=-21,4-7=-176,8-13=-20 Horz:1-2=1,3-4=9 Concentrated Loads(Ib) Vert:12=-8(B)16=99(B)17=99(B)18=99(B)19=137(8)20=-8(B)21=-8(B)22=90(B)23=90(B)24=86(B) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-21,2-3=-21,4-7=-176,8-13=-20 Horz:1-2=1,3-4=9 Concentrated Loads(Ib) Vert:12=-8(B)16=99(B)17=99(B)18=99(B)19=137(B)20_8(B)21=-8(B)22=90(B)23=90(B)24=86(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,2-3=-20,4-7=-170,8-13_20 Concentrated Loads(Ib) Vert:12_37(B)16=-35(B)17=-35(B)18=-35(B)19=-144(B)20=-37(B)21=-37(B)22=-90(B)23=-90(B)24=-93(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-81,4-7=-288,8-13=-20 Horz:1-2=1,3-4=33 Concentrated Loads(Ib) Vert:12=-8(B)16=72(B)17=72(B)18=72(B)19=87(B)20=-8(B)21=-8(B)22=58(B)23=58(B)24=55(B) Continued on oaae 3 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE*411.7473 rev.10.03/2015 BEFORE USE. Design valid for use only with MITekr 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 ap plicabllty of design parameters and properly Incori:'orate this design Into the overall building design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and perrnanent bracing Miff** 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,seeANSVIPII Quad)'CAfeda,DSld9 and SCSI luldbW Component 6904 Parke East Blvd. Safety ldotmatbnnvcIlable from Truss Plate Institute,218 N.Lee Street.Site 312.Alexandria.VA 22314. Tampa.FL 33610 Job ITruss Truss Type • • I Qty Ply �f T14469183 15136TO T04 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:59 2018 Page 3 I D:?9jto W xOG 1 OEk3Cl?d BMoszBO0u-TOO1 v3uX09eSZOz5W GBiORxdtMJttSODIVpKeNz?qc6 LOAD CASE(S) Standard 14) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-70,2-3=-81,4-7=-274,8-13=-20 Horz:1-2_10,3-4=-5 Concentrated Loads(Ib) Vert:12=-8(B)16=69(B)17=72(B)18=72(B)19=87(B)20=-8(B)21=-8(B)22=58(B)23=58(B)24=55(B) 15) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-81,4-7=-274,8-13=-20 Horz:1-2=1,3-4=6 Concentrated Loads(Ib) Vert:12=-8(B)16=72(B)17=72(B)18=72(B)19=87(B)20=-8(B)21=-8(B)22=58(B)23=58(B)24=55(B) 16) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-81,4-7_274,8-13=-20 Horz:1-2=1,3-4=6 Concentrated Loads(Ib) Vert:12=-8(B)16=72(B)17=72(B)18=72(8)19=87(B)20=-8(B)21=-8(B)22=58(B)23=58(B)24=55(B) 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:1-2=-100,2-3=-100,4-7=-223,8-13=-20 Concentrated Loads(Ib) Vert:12=-58(B)16=-46(B)17=-46(B)18=-61(B)19=-299(B)20=-58(B)21=-58(B)22=-189(8)23=-189(B)24=-192(B) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-20,2-3_100,4-7=-303,8-13=-20 Concentrated Loads(Ib) Veil:12=-58(B)16=-71(B)17=-46(B)18=-46(B)19=-299(B)20_58(B)21=-58(B)22=-189(B)23_189(B)24_192(B) 19)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-80,2-3=-80,4-7=-210,8-13=-20 Concentrated Loads(Ib) Vert:12=-52(B)16=-44(B)17=-44(B)18=-55(B)19=-260(B)20=-52(B)21=-52(B)22=-164(B)23=-164(B)24=-168(B) 20)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-20,2-3=-80,4-7=-270,8-13=-20 Concentrated Loads(Ib) Vert:12=-52(B)16=-62(B)17=-44(B)18=-44(B)19=-260(B)20=-52(B)21=-52(B)22=-164(8)23=-164(B)24=-168(B) 21) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=26,2-3=44,4-5=-58,5-7=-80,8-13=-10 Horz:1-2=-36,3-4=-15 Concentrated Loads(lb) Vert:12=-48(B)16=-72(B)17=-72(B)18=-72(B)19=-171(B)20=-48(B)21=-48(B)22=-107(B)23=-107(B)24=-108(B) 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=19,2-3=44,4-7=-58,8-13=-10 Horz:1-2=-29,3-4=-36 Concentrated Loads(Ib) Vert:12=-48(B)16=-72(B)17=-72(B)18=-72(B)19=-171(B)20=-48(B)21=-48(B)22=-107(B)23_107(B)24=-108(B) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Veil:1-2=-21,2-3=-21,4-7=-195,8-13=-20 Horz:1-2=1,3-4=43 Concentrated Loads(Ib) Vert:12=-38(B)16=-41(B)17=-41(B)18=-41(B)19=-161(B)20=-38(B)21=-38(B)22=-97(B)23=-97(B)24=-100(B) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-3=-21,4-7=-176,8-13=-20 Horz:1-2=-14,3-4=-6 Concentrated Loads(Ib) Vert:12=-38(B)16=-46(B)17=-41(B)18=-41(B)19=-161(B)20=-38(B)21=-38(B)22=-97(B)23=-97(B)24=-100(B) 25) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber lncrease=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=31,2-3=31,4-7_79,8-13=-10 Horz:1-2=-41,3-4=-49 Concentrated Loads(Ib) Vert:12=-48(B)16=-72(B)17=-72(B)18=-72(B)19=-171(B)20=-48(B)21=-48(B)22=-107(B)23=-107(B)24=-108(B) 26) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=16,4-7=-104,8-13=-10 Horz:1-2=-26,3-4=-34 Concentrated Loads(Ib) Vert:12=-48(B)16=-72(B)17_72(B)18=-72(B)19=-171(B)20=-48(B)21=-48(B)22=-107(B)23=-107(B)24=-108(B) 27) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on oaae 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl 7473 rev.IOrV3/2O15 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 IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSWIll Quay Cffeu6,OSS-if and SCSI Building ComponaN 6904 Parke East Blvd. Safety Idbnna/lpf ivr Table from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14469183 15136T0 T04 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:21:59 2018 Page 4 I D:?9jto W xOG 1 OEk3Cl?dBMoszBO0u-T001 v3uX09eSZOz5W GBiORxdtMJttSODIVpKeNz?qc6 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-21,2-3=-21,4-7=-176,8-13=-20 Horz:1-2=1,3-4=9 Concentrated Loads(Ib) Vert:12=-38(B)16=-41(B)17=-41(B)18=-41(B)19=-161(B)20=-38(B)21=-38(B)22=-97(B)23=-97(B)24=-100(B) 28) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-21,4-7=-176,8-13=-20 Horz:1-2=1,3-4=9 Concentrated Loads(Ib) Vert:12=-38(B)16=-41(B)17=-41(B)18=-41(B)19=-161(B)20=-38(B)21=-38(B)22=-97(B)23=-97(B)24=-100(B) 29) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-81,4-7=-288,8-13=-20 Horz:1-2=1,3-4=33 Concentrated Loads(Ib) Vert:12=-50(B)16=-40(B)17=-40(B)18=-40(B)19=-223(B)20=-50(B)21=-50(B)22=-151(B)23=-151(B)24=-154(B) 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-70,2-3=-81,4-7=-274,8-13=-20 Horz:1-2=-10,3-4=-5 Concentrated Loads(Ib) Vert:12=-50(B)16=-43(B)17=-40(B)18=-40(B)19=-223(B)20=-50(B)21=-50(B)22=-151(8)23=-151(B)24=-154(B) 31)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-81,4-7=-274,8-13=-20 Horz:1-2=1,3-4=6 Concentrated Loads(Ib) Vert:12=-50(B)16=-40(B)17=-40(B)18=-40(B)19=-223(B)20=-50(B)21=-50(B)22=-151(B)23=-151(B)24=-154(B) 32) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-81,4-7=-274,8-13=-20 Horz:1-2=1,3-4=6 Concentrated Loads(Ib) Vert:12=-50(B)16=-40(B)17=-40(B)18=-40(B)19=-223(B)20=-50(B)21=-50(B)22=-151(B)23=-151(B)24=-154(B) � 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with MITek®connectors.This design Is based only upon parameters shown,and Is for an 1ndMdual 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 Tele is always required for stability and to prevent collapse with posstale personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPII Quality C,Nda,DSB-89 and BCSI Buldlty Component 6904 Parke East Blvd. Safely friomiatienovallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply T14469184 15136T0 TO5 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:00 2018 Page 1 I D:?9jtoW xOG 1 OEk3C I?dBMoszBOOu-xbyQ7Pv9nTmJBYYH4zixYfUpnmf McsFN_9YtApz?qc5 13-B-12 14-8-12 7-5-8 10.10-0 12-8-12 12 10-8 14.7-0 II 16-10-8 7-5-8 I 3-4-8 1-10-12 0-1-120-10-4 l 0-10.40.1-Y2 2-1-12 Scale=1:28.8 3x6= 4x5 I I 3 4 4.00 12 ,—. 4x5 2 OA _ ea3x8 2x4 II 4x10= 17 7x10= 6 7 8 _ 5 18 0 o r1 OV- o o 10 s • a u: 1 13 12 11 10 5x6 II 7x14 MT2OHS= 3x4 II 4x5= 4x10= 9 2x4 II 13-8-12 14-8-121 - 7-5-8 l 15-3-3142 1:-/11-230-10-4 I 04170-440-1-12 16-10-8 1-12 1 Plate Offsets(X,Y)-- [1:0-2-12,0-1-61,[1:0-0-6,0-8-21,[1:0-0-3,0-0-9],[3:0-3-0,0-2-8],[4:Edge,0-3-81,15:0-3-8,0-3-12],[6:0-4-8,0-1-8],[10:0-3-12,0-2-01,[11:0-2-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.23 12-13 >859 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.42 12-13 >475 240 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:88 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, 5-8:2x6 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. 9-13:2x4 SP SS WEBS 1 Row at midpt 2-5,5-13 WEBS 2x4 SP No.3*Except* 4-12:2x4 SP SS,8-10,5-11:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 9=1363/0-3-8,1=1187/0-5-8 Max Horz 1=183(LC 12) Max Uplift 9=-143(LC 9),1=-100(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2522/281,2-3=-503/82,3-4=-425/74,5-6=-3063/257,6-7=-3063/257, 7-8=-3063/257,8-9=-1443/164 BOT CHORD 1-13=-375/2320,12-13=-258/4678,11-12=-315/5028,10-11=-257/3063 WEBS 2-13=0/619,2-5=-1977/250,5-13=-2421/0,8-10=-285/3463,5-11=-2234/65, 7-10=-1284/146,6-11=0/723 ♦,,,��111111//i�,'I ♦ EL S. /, NOTES- ♦♦♦ �P........C E•. M,q„/0�i 1)Unbalanced roof live loads have been considered for this design. •• \G.••\ •• s••. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. •• V F ,� 0. 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 16-8-12 zone;end verticalN O 53681 • left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. _ 4)All plates are MT20 plates unless otherwise indicated. • • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ..7. : 403.-: 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 will fit between the bottom chord and any other members. `• . 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt_lb) °e, e ( 0 • `. 9=143,1=100. -/�••••• A 1 %., % LOAD CASE(S) Standard ���SS�O N AO Ai ♦♦♦♦ 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Michael S.Magid PE No.63681 Vert:1-3=-100,3-4=-100,5-8=-100,9-14=-20 MITek USA,Inc.FL Cert 6634 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:18=-542 Date: July 3,2018 A WARNING-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10W3/2015 BEFORE USE. M. Design valid for use only with Mlieke connectors.this design Is based only upon parameters shown,and is for an irxilvidual building component.not a truss system.Before use.the building designer must verify the appllcabilty of design parameters and properly Incr rporate this design into the overall ;� building design. BraAdditional Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additiol temporary and permanent bracing Ml lei• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gado ce regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems seeAllbl//MI Quaiy Cnida,DS1.89 and ICS Bulding Component' 6904 Parke East Blvd. Safely MonnaDonivdtable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • I Qty Ply I 714469185 15136T0 T06 i Roof Special I1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:01 2018 Page 1 I D:?9jtoW xOG 1 OEk3C I?d BMoszBO0u-PnW oKlwnYnuAoi7Ueg EA5sOy1 A?eLJV W Col RiGz?qc4 13-8-12 14-8-12 5-5-0 I 9-5-8 10-10-0 I 12.8-12 121719Q-8 14-7-0 16-10-8 I 5-5-0 4-0-8 1-4-8 1-10-12 0-1-120-10.4 0-10-40.1-12 2-1-12 Scale=1:28.5 3x6= 4x5 3 4 . —. 4.00 FY 4x5 2 • a 3x8 I I 2x4 H 4x10= o ., 17 7x10= 6 7 8 cO 5 18 cb • n. *9411. • or 10 0 1 \ ni u 'Q c c • 5< 13 12 11 10 7x14 MT2OHS= 3x4 1 4x6= 4x10= 5x6 11 2x4 '1 13-8-12 14-8-12 5-5-0 9-5-8 12-8-12 12 1 14-7-0 I 16-10-8 5-5-0 I 4-0-8 I 3-3-4 0-1-20-10-4 1 0-10.40-11-12 2-1-12 I Plate Offsets(X,Y)-- [1:0-2-12,0-1-6],[1:0-0-6,0-8-2],[1:0-0-3,0-0-9],[2:0-2-4,0-2-0],[3:0-3-0,0-2-8],[4:Edge,0-3-8],[5:0-3-8,0-3-12],[6:0-4-8,0-1-8],[10:0-3-12,0-2-0], [11:0-2-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.24 12-13 >837 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.43 12-13 >464 240 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.98 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:89 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, 5-8:2x6 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. 9-13:2x4 SP SS WEBS 1 Row at midpt 2-5,5-13 WEBS 2x4 SP No.3*Except* 4-12:2x4 SP No.1,8-10,5-11:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 9=1363/0-3-8,1=1187/0-5-8 Max Horz 1=242(LC 12) Max Uplift 9=-126(LC 9),1=-80(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2537/264,2-3=-338/44,5-6=-3060/253,6-7=-3060/253,7-8=-3060/253, 8-9=-1442/163 BOT CHORD 1-13=-376/2337,12-13=-265/4816,11-12=-310/5069,10-11=-253/3060 WEBS 2-13=7-10=-1 88!45 6-11=0/761638,2-5=-2176/280,5-13=2485/0,8-10=-280/3460,5-11=-2284/65, ,,,`,001%1111144 A ,,,,, NOTES- ,0 *s-'.•.'C E N d•• ,,/O••i'i 1)Unbalanced roof live loads have been considered for this design. fie`` 2)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. No 53681 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 16-8-12 zone;end vertical lett exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _ 3) Provide adequate drainage to prevent water ponding. * • — 4)All plates are MT20 plates unless otherwise indicated. 'O 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 ' ��/; will fit between the bottom chord and any other members. i� ( \ %� 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) •j�s• 9..\.• `O.`.." 9=126. 0i,�,S�ONA,� \,‘N LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Michael S.Magid PE No.83681 Uniform Loads(pit) MITek USA,Inc.FL Cert 8634 Vert:1-3=-100,3-4=-100,5-8=-100,9-14=-20 6904 Parke East Blvd.Tampa FL 33610 Concentrated Loads(Ib) Date: Vert:18=-542 July 3,2018 0 WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5411-7473 ray.10i93/1015 BEFORE USE. ll 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 atpllcablity of design parameters and properly incorporate this design Into the overall buildingindividualT design. Bracing indicated is to prevent buckling of truss web and/or chord members only. Additional temporary and permanent bracing Mi ek' 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,seeANS1/IPII Quay Climb,DSII-89 and ICdI/I4p Component 6904 Parke East Blvd. Ivb/y Irlotmalbtravdiabie horn Truss Plate Institute.218 N.Lee Street.Suite 312.Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type • + I Qty Ply j I T14469186 15136T0 T07 Half Hip 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:02 2018 Page 1 I D:?9jto W xOG 1 OEk3C l?dBMoszBOOu-tz4AY5wPJ401 QsigBOI Pd4Z7LaKw4mmfRS 1_Fiz?qc3 13-8-12 14-8-12 I 5-5-0 10-10-0 12-9.12 12119-s 140--0 16-10-e s so 5-5-0 1-10-12 0--hz 0-10-4 2-1-12 0-10-4 0-1-12 Scale=1:29.4 3x4 II 3 4.00 12 — 4x5 c 17 2 tot 0:0 7x10= 3x8 11 2x4 I 4x10= d! 164 18 6 7 a �/ \ YAI a J 1 w 6 12 II 10 94x10= 7x14 MT20HS= 2x4 1 4x6= 8 5x611 2x411 13-8-12 14-8-12 5-5-0 12-8-12 121 8 14-7-0 16-10-8 5-5-0 7-3-12 o-�-z aia4 I 2-1-12 I 0-10-4 0-1-12 Plate Offsets(X,V)-- (1:0-2-12,0-1-61,11:0-0-6,0-8-21,11:0-0-3,0-0-91,12:0-2-4,0-2-01,14:0-3-8,0-3-121,15:0-4-8,0-1-81,19:0-3-12,0-2-01,110:0-2-12,0-2-01 LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.24 11-12 >821 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.44 11-12 >457 240 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, 4-7:2x6 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. 8-12:2x4 SP SS WEBS 1 Row at midpt 2-4,4-12 WEBS 2x4 SP No.3`Except` 3-11,7-9,4-10:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=1363/0-3-8,1=1187/0-5-8 Max Horz 1=278(LC 12) Max Uplift 8=-114(LC 9),1=72(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2549/239.2-3=-253/0,4-5=-3058/375,5-6=-3058/375,6-7=-3058/375, 7-8=-1441/214 BOT CHORD 1-12=-500/2351,11-12=-513/4915,10-11=-553/5099,9-10=-375/3058 WEBS 2-12=0/650,2-4=-2284/379,4-12=-2570/17,7-9=-419/3458,4-10=-2320/203, 6-9=-1291/196,5-10=-47/789 `,`,1111111111/jIII NOTES- ,% s b,EL S. ,,4 e0 1)Unbalanced roof live loads have been considered for this design. f \G •••G•E•AI '4/ 'i 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. �, .•�� SF•••• • °i 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 16-8-12 zone;C-C for N O 5 3681 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. = 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentlate with any other live loads. "O 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - ` will fit between the bottom chord and any other members. 0• ��t/. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) �i,'��•• O R , v...::::1.78.1.:::;.,141; `• `,� 8=114. LOAD CASE(S) Standard ����/1///1//1111111.- 1) l' /10 I A��,`,�,` 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Michael S.Magid PE No.53681 Vert:1-3=-100,4-7=-100,8-13=-20 MWTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:18=-542 Date: July 3,2018 � I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 51e-7473 rev.IGV32015 BEFORE USE. mg 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.Bekxe 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 oNy. Additional temporary and permanent bracing MMTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IPII Quay Cm.ifa,D58-89 and SCSI Duldh g Component 6904 Parke East Blvd. Soflyh/onnafonnisvallabie from Truss Plate Institute,218 N.Lee Street.Suite 312.PJex•an dria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T14469187 15136T0 I TO8 Roof Special 1 1 1 1 !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:03 2018 Page 1 I D:?9jtoW xOG 1 OEk3CI?dBMoszBOOu-MAeYI Rx1408u2OHs15GeAH5Nhzjnpl Bpg6nYn8z?qct 7-0-0 10-2-0 16-6-0 22-6-0 7-0-0 3-2-0 6-4-0 6-0-0 Scale=1:39.2 5x6= 4 6.00 FIT 2x4\\ 17 3 •r m 6x6_ 4x5= 5 6 di 16 18 0 71 4x5 2 m 1 N i a I s + - • co guy Ia 11 10 9 B 4x10 II 7x10= 8x10= 4x6— 7-0-0 10-2-0 16-6-0 22-6-0 7-0-0 3-2-0 6-4-0 6-0-0 Plate Offsets(X,Y)-- I1:0-3-8,Edge],[6:0-2-4,0-2-0],It0:0-5-0,0-3-0],[11:0-4-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.18 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.37 11-14 >731 180 BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP No.2*Except except end verticals. 8-10:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. WEBS 2x4 SP No.3`Except* 6-9:2x6 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=894/0-5-8,8=880/0-3-8 Max Horz 1=101(LC 11) Max Uplift 1=-229(LC 12),8=-239(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1272/451,3-4=-1060/425,4-5=-1109/390,5-6=-1511/498,6-9=-848/340 BOT CHORD 1-11=-398/1062,10-11=-528/1572 WEBS 4-11=-172/624,5-11=-706/281,5-10=-532/261,6-10=-466/1461,3-11=-290/201 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=oft;Cat. ,,0il111111/4' II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-0,Exterior(2)10-2-0 to `��‘ P,e.L S. ,,„/•,, 13-2-0,Interior(1)13-2-0 to 22-1-6 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown; ,• r\ , '9n'jam Lumber DOL=1.60 plate grip DOL=1.60 •.%�N ,a C E�N s'• `/�.�� 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. : No 53681 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • • will fit between the bottom chord and any other members. = *: •* 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) * 1=229,8=239. ; S E� • - • Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 � r A WARNING-Verify design paremelors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.10/032015 BEFORE USE. mi- Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITe 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,seeANl1/IMr DallyCdada,DS$-$9 and SCSI Suldip Component 6904 Parke East Blvd. Safety Info/marbnovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T14469188 15136T0 T09 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:04 2018 Page 1 I D:?9jtoW x0G10Ek3Cl?dBMoszBOOu-gMCwzmygriGlf9r2JpntjVeTuN2NYgHyvm W 5Jbz?qc 1 7-0-0 10-2-0 17-6-0 22-6-0 7-0-0 3-2-0 I 7-4-0 5-0-0 Scale=1:39.3 5x6= 4 0 6.00 riT 2x4\\ 17 3 to 6x6= 4x5= u' 16 5 6 4x5 18 0 ;i 2 N 111aD 0 11 • 10 9 19 4x10 1' 8x12= 8x10= 5x6= 7-0-0 10-2-0 17-6-0 22-6-0 �—— - 7-0-0 i I 3-2-0 7-4-0 5-0-0 ------- -� Plate Offsets(X,Y)-- [1:0-3-8,Edge1,16:0-2-4,0-2-01,[9:0-1-0,0-2-81,[10:0-5-0,0-3-0),[11:0-5-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.18 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.37 11-14 >721 180 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.04 8 n/a n/a BCDL 10.0I Code FBC2017/TPI2014 Matrix-MS Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. 8-10:2x6 SP No.2 WEBS 2x4 SP No.3`Except* 6-9:2x6 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=895/0-5-8,8=912/0-3-8 Max Horz 1=105(LC 11) Max Uplift 1=-231(LC 12),8=-226(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1272/452,3-4=-1060/426,4-5=-1140/389,5-6=-1671/540,6-9=-888/328 BOT CHORD 1-11=-379/1062,10-11=-580/1754,9-10=-102/275 WEBS 4-11=-1471609,5-11=-853/333,5-10=-585/284,6-10=-499/1587,3-11=-286/192 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. ,,111111111/%%� 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 10-2-0,Exterior(2)10-2-0 to ,`0% ix S. A 111 13-2-0,Interior(1)13-2-0 to 21-10-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; ,• '9 �j Lumber DOL=1.60 plate grip DOL=1.60 `ss�\G,•�0 E N S•.�'/�/i�� 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. No 53681 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. _ • 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=231,8=226. TAT • F 40 /0 S��N. ECS00 C. ///11111111 Michael S.Magid PE No.53681 MiTek USA,Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 1, ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.1003.2015 BEFORE USE. Design valid for use only with Mirek®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-seeANSViPfI Dually Cdhda,0.111411,and RCN BuIdiny Component 6904 Parke East Bird. Sonify I tomfaBonrvcitable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a Oty Ply T14469189 15136T0 T10 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:05 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-IYmJA6zlc?OcHJQFtW I6FiBkhnPAHDC67QGertz?qc0 7.0-0I 10-2-0 14-4-0 l 18-6-0 I 22-6-0 7-0-0 3-2-0 4-2-0 4-2-0 4-0-0 Scale=1:39.2 5x6= 4 r 6.00 NY 2x4\\ 18 3 4x5 44 5 R 1 ,11 17 6x6= 4x5= 4x5 i 6 19 7 2 t 1 1 • 1lay 12 11 102° Z 4x10 II 7x10= 8x10= 4x10= 7-0-0 10-2-0 18-6-0 22-6-0 7-0-0 { 3-2-0 8-4-0 4-0-0 { Plate Offsets(X,Y)-- 11:0-3-8,Edge1,17:0-2-4,0-2-01,110:0-3-8,0-2-01,111:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.15 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.32 12-15 >850 180 BCLL 0.0 * Rep Stress Incr YES WB 0.61 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 9-11:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing. WEBS 2x4 SP No.3*Except* 7-10:2x6 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=895/0-5-8,9=912/0-3-8 Max Horz 1=110(LC 11) Max Uplift 1=-233(LC 12),9=-225(LC 12) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1280/455,3-4=-1068/427,4-5=-1078/408,5-6=-2265/725,6-7=-1787/527, 7-1(=-933/307 BOT CHORD 1-12=-362/1069,11-12=-422/1305,10-11--148/383 WEBS 4-12=-243/724,5-12=-520/274,5-11=-238/900,6-11=-1153/424,7-11=-434/1605, 3-12=-293/217 NOTES- `,�111111111III 1)Unbalanced roof live loads have been considered for this design. `�0% EL S. M I'�� 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. �� ........ q ej II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-0,Exterior(2)10-2-0 to e •' C E N '4i '. 13-2-0,Interior(1)13-2-0 to 21-10-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; :. �.••�\ SF•••.4 ". Lumber DOL=1.60 plate grip DOL=1.60 • No 53681 • 1:. 3 )Provide adequate drainage to prevent water ponding. ` * • * .. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. : 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) ..::::„.5)0". eltr <C/Z. 1=233,9=225. • / • 4/ l• %.4 O R ,0P.'•,,.% ��ii'3��NA�E CSS. ii- Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 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 MITek8 connectors.This design is based only upon parameters shown,and Is for an Indwdual 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. Brachg Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire 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,seeANSUiMf Qua/yC1h/b,038-89 and SCSI Bulditg Componanf 6904 Parke East Blvd. Safety WonnafDiruvdlable from Truss Plate institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tama,FL 33610 Job Truss Truss Type • + Qty Ply 714469190 15136T0 T11 Root Special Girder 1 1 }Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:06 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?dBMoszBOOu-mIJhNSzwNJ W TvT?ROEpLowjpcBirOdBFM4?COTz?qc? 7-0-0I 10-2-0 14-10-0 19-6-0 22-6-0 7-0-0 3-2-0 4-8-0 4-8-0 3-0-0 5x6= Scale=1:41.5 4 6.00 12 2x4\\ 3 5x6 • I 5 m 4: NAILED ur 12x14 M18SHS= 4x5 i 8x12= 2 6 7 1 iii m (..- i . LI €' I 14 �yy� a 12 • 11 10 9 4x10 II 7x10= 7x10= NAILED JUS24 10-2-0i 19-6-0 22-6-0 10-2-0 9-4-0 3-0-0 Plate Offsets(X,Y)-- (1:0-3-8,Edge],(5:0-3-0,0-2-4],(6:0-8-4,Edge1,]7:Edge,0-7-41,[7:0-1-12,0-0-0],(11:0-3-8,Edge],[12:0-4-12,Edge] LOADING (psf) . SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.18 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.44 11-12 >617 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 9-11:2x8 SP No.2,11-12:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. WEBS 2x4 SP No.3 SLIDER Lett 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=943/0-5-8,9=1305/0-3-8 Max Horz 1=115(LC 7) Max Uplift 1=-253(LC 8),9=-392(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1378/417,3-4=-1166/391,4-5=-1198/378,5-6=-3782/1088,6-7=-414/123 BOT CHORD 1-12=-296/1152,11-12=-450/1583,10-11=-859/3183 WEBS 4-12=-240/805,5-12=-707/329,5-11=-578/2154,6-11-594/248,3-12=-280/196, 6-10=-3019/799 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=25fh B=45ft;L=24ft;eave=oft;Cat. ,,111111111IIIII II;Exp C;End.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,,,o , .L S. II' 3)Provide adequate drainage to prevent water ponding. �� •,..••.. :v14,7%'4/6.�' 4)All plates are MT20 plates unless otherwise indicated. `%�_\G.•\G E Ns• ' /6. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 53681 will fit between the bottom chord and any other members. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) = * 1=253,9=392. • * 8)Use USP JUS24(With 1Od nails into Girder&1Od nails into Truss)or equivalent at 19-11-12 from the left end to connect truss(es)to7. 'L7 front face of bottom chord. :1 STA OF + 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. i -c\,.. •( P;•• 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �ij`s '• R •\t��• LOAD CASE(S) Standard II �t , .''I S1 O N P1/41-�`,�, 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 III 111 j 1 Uniform Loads(plf) Michael S.Magid PE No.53681 Vert:1-4=-60,4-6 60,6-7=-60,7-8=20,10-13=-20,9-10=80 MITA USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:7=-35(F)10=-2(F)11=-418(F) Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/t3.20I5 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 tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSJIPII Qualy CINIfa,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safely WonnaBonavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • * Qty Ply l I T14469191 15136T0 T12 Monopitch Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:07 2018 Page 1 I D:?9jtoW xOG 1 OEk3C I?d BMoszBOOu-Ext3bo_Y8deKW dad_xLaK7G 1 kb6glGFPbkllwvz?qc_ 3-0-0 3-0-0 Scale=1:9.4 3.00 FIT 2 2x, 1 Lill 6, /I/1 M. ...11-mimmr, mi. 3x8 I3 JUS24 kiM 4x5- 2x4 3-0-0 3-0-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-10),[1:0-3-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.04 3-6 >946 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 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. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=458/Mechanical,1=547/0-5-8 Max Horz 1=32(LC 4) Max Uplift 3=-140(LC 4),1=-151(LC 4) 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exo;C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=i.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. ,00111111114, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �,�`,, S. til 1,, 3=140,1=151. �� [` •........ '4 �I� 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 1-0-12 from the left end to connect truss(es)to ; •��\G.• C,E N s•.�/O�, back face of bottom chord. • i 7) Fill all nail holes where hanger is in contact with lumber. • No 53681 3681 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 taSTAP:)./ Uniform Loads(plf) i . .•Vert:1-2=-60,3-4=20 i isto‘ Concentrated Loads(Ib) 0 P.•.\'•`.1"Vert:6=-777(B) • G`•� Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 in A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.1010311015 BEFORE USE. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI lPfl GuallyCrleda,DS8-89 and BCSM Building Compon of 6904 Parke East Blvd. Sahib,8rfonnalbnnvdlable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , • Qty Ply T14469192 15136T0 T13 Common 11 1 • I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:08 2018 Page 1 I D:?9jtoWxOG1 OEk3CI?dBMoszBOOu-i7RRo8?AvwmA8n9gYfsptLpCd_QzUg1 YpOUJRMz?qbz 7-0-0 10-2-0 13-4-0 19-11-0 7-0-0 3-2-0 i 3-2-0 6-7-0 5x6= Scale=1:37.2 4 0 6.0012 2x4\\ 2x4// 3 5 C': 18 ,n 17 5x6- 4x5 6 2 1. 1 -.R. 7 i • 4 - 9 4x10 I 7x10= 5x12 II 10-2-0 19-11-0 l 10-2-0 9-9-0 Plate Offsets(X,V)-- )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 0.68 Vert(LL) -0.15 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.31 8-11 >776 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=797/0-5-8,7=797/Mechanical Max Horz 1=117(LC 11) Max Uplift 1=-209(LC 12),7=-209(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1091/402,3-4=-872/372,4-5=-861/368,5-7=-1058/395 BOT CHORD 1-8.265/906,7-8=-248/866 WEBS 3-8=-308/228,4-8=-231/582,5-8=-255/205 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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-0,Exterior(2)10-2-0 to 13-5-2,Interior(1)13-5-2 to 19-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; ,, 111111111/44 Lumber DOL=1.60 plate grip DOL=1.60 %� II 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•� .x% S. M4„�,'' 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 ,$•, \G•••\G E N S••. /O°ice will fit between the bottom chord and any other members. N•' V F • 5)Refer to girder(s)for truss to truss connections. No 53681 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=209,7=209. * ' i '•• ' .CpR1 •• r\`. • �'1/ °NA� �‘‘N 1111111 Michael S.Magid PE No.53681 Mrfek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 MIMI A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7073 rev.104)3/2015 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 Inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSV/P1/Qualify Olinda,058-89 and CCS/Bolding Component 6904 Parke East Blvd. Safety bfonnaBanovdiable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply T14469193 15136T0 714 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:09 2018 Page 1 ID:?9jtoW xOG 1 OEk3C I?dBMoszBOOu-AJ?p000ogE u1 mxkO6MN2PYLW OOyFDAmh22Eszoz?qby 10-2-0 20-4-0 10-2-0 10-2-0 5x6= Scale=1:36.8 9 8 ,' 10 6.00 12 7 V V 11 35 34 6 • v 12 5 : : 13 4 J : 14 as 33 3 r • is 15 2 • Y 16 1 ' 17 4. ESECIEEE um 3x8 II32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x8 II 6x6= 20-4-0 20-4-0 Plate Offsets(X,Y)-- 11:0-0-4,0-0-81(1:0-0-8,0-5-111,11:0-3-8,Edgel,117:0-0-4,0-0-81,117:0-0-8,0-5-11],117:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 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 0.06 Horz(CT) 0.00 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:125 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. All bearings 20-4-0. (Ib)- Max Horz 1=-126(LC 10) Max Uplift All uplift 100 lb or less at joint(s)26,27,28,29,30,31,32,24,23,22,21,20,19,18,1 Max Gray All reactions 250 lb or less at joint(s)25,26,27,28,29,30,31,32,24,23,22,21,20,19,18, 1,17 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced root 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=45ft L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 10-2-0,Comer(3)10-2-0 to 13-2-0,Exterior(2)13-2-0 to 20-4-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip ,%W 1 rt W W W I tg DOL=1.60 �0%` P .L S. 110 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 ,•S‘G\ .'AlC�j, Gable End Details as applicable,or consult qualified building designer as per ANSI/7P11. `• \•�.•\C•E•N s•.' " • 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. No 53681 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7.,-0; 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)26,27,28,29,30, 7. AT 31,32,24,23,22,21,20,19,18,1. • O .1,''�,.r( OR \ . • \ %s• i''s`S�O N AL x•4 • Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE Mn-7473 rev.10/3/2015 BEFORE USE. mil- Design valid for use only with Milek®connectors,This design is based only upon parameters shown,and is for an IndlAdual 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 01 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. he general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Qualify Cliorb,ASB-89 and BCS/Buldhp Compon.nf 6904 Parke East Blvd. Sanity Yrlblmadonivallabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T14469194 15136T0 T15 Common 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:10 2018 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszBO0u-eW ZCDq 1 ORY 1 uN5JCf3uHymuf5oGfyd7rHizPW Ez?qbx 4-0-0 8-0-0 4-0-0 4-0-0 4x5 II Scale=1:19.1 3 6.00 12 pii 16 iiiiilliiiiihhi... 4x5 4 3x4 • 2 1 ` 5 111111111111111111111111111111111. ril a 6 U 2x4 I I 3x6 I I 3x6 I'. 0-3-124-0-0 8-0-0 0-3-123-8-4 4-0-0 Plate Offsets(X,Y)-- ]1:0-2-0.0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.02 6-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 6-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 5 11/a n/a � BCDL 10.0 Code FBC2017/TP12014 Matrix-MP 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=333/0-3-8,5=307/Mechanical Max Horz 1=-47(LC 10) Max Uplift 1=-205(LC 12),5.189(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-326/471,3-5=-280/463 BOT CHORD 1-6=-324/250,5-6=-324/250 WEBS 3-6=-261/144 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 7-0-0,Interior(1)7-0-0 to 8-0-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS ,0%111111 t gg for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 fr% 1Gt-- S. ii, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,$' \ A. ••j 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��\G,•\G E•N S.•.C/6,� will fit between the bottom chord and any other members. ▪ • 5)Refer to girder(s)for truss to truss connections. No 53681 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=205,5=189. • W i ; • Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: July 3,2018 -_ A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.101032015 BEFORE USE. pa 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 Mirek. 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,seeANSIRPIT OuaNy Citerb,058.89 and 8CSI Building Campon.nt 6904 Parke East Blvd. Salley hdamlationwdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T14469195 15136T0 T15G Common 1 1 i IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:11 2018 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszBOOu-7i 7aRA13Cr91?EuPDnP W VzRgFCbZh30_W Mjz2hz?qbw 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 1-4-0 I 1-4-0 1-4-0 I 1-4-0 I 1-4-0 1-4-0 4x5 H Scale=1:16.8 4 6.00!12 r, 22 21 l.� 5 3 6 2 23 1 11.1 11111 7\IniliY , 111 II III Mill L. 12 11 10 9 8 3x6 9-3-12 1-4-0 I 2-8-0 4-0-0 I 5-4-0 I 6-8-0 I 8-0-0 0-3-12 1-0-4 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 ' Plate Offsets(X,Y)-- [1:0-0-0,0-0-1),[1:0-0-2,0-6-14) I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.02 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017IFP12014 Matrix-MP 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 BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. WEBS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE WEDGE OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND Left:2x4 SP No.3 (NORMAL TO THE FACE),SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE,OR CONSULT REACTIONS. (lb/size) 7=307/Mechanical,1=333/0-3-8 QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. Max Horz 1=-47(LC 10) Max Uplift 7=-189(LC 12),1=-205(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-370/518,2-3=-360/522,3-4=-358/567,4-5=-352/564,5-6=-355/518,6-7=-375/512 BOT CHORD 1-12=-400/309,11-12=-400/309,10-11=-400/309,9-10=-400/309,8-9=-400/309, 7-8=-400/309 WEBS 4-10=-402./207 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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ,{{1{{I l ll//� II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to `,.%` P .L S. M 1,e 7-0-0,Interior(1)7-0-0 to 8-0-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS ,� N ............ q 1, for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,'',\G.•'G E S-.Q/6',, 3)All plates are 2x4 MT20 unless otherwise indicated. • 4. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. • No 53681 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide "'• * • •%* �. will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) ='0 7=189,1=205. k • <l/ -iiimitio-% Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10/032015 BEFORE USE. pill Design valid for use only with MiTek®connectors.This design k based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Brachg Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. by general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSVIIII Quality Colette,DSB49 and SCSI Building Component 6904 Parke East Blvd. SalWyhdomfaSonovalabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14469196 15136T0 T16 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:12 2018 Page 1 I D:?9jtoW xOGt OEk3Cl?dBMoszBO0u-buhyeV2hy9HcdOTbnUwI l BzOPcywQVJ8k0SW a7z?qbv 4-0-0 5-9-6 8-0-0 I II 4-0-0 1-9-6 I 2-2-10 4x5 II Scale=1:18.4 3 6.00111 Pii 14 1111 4x5= 2x4 II 4 5 4x5� .. 2 1 ico$ o Iii MN NM ri j� MIN MM A co F1' 7 3x4= 6 3x4= 3x6 1l 9-3-124-0-0 8-0-0 0-3-12 3-8-4 4-0-0 Plate Offsets(X,Y)-- 11:0-2-0,0-0-51 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.18 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-5-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=327/0-3-8,6=301/Mechanical Max Horz 1=46(LC 12) Max Uplift 1=-195(LC 12),6=-192(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-274/430,3-4=-285/438 BOT CHORD 1-7=-371/239,6-7=-370/267 WEBS 3-7=-267/152,4-6=-338/469 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-9-6,Interior(1)5-9-6 to 7-10-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS `%,�1%l L i I I I I S iiia for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 , ‘GNN S.•A �, 3)Provide adequate drainage to prevent water ponding. rN 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `:�••.•�C•E•N`SF•••,/ /. 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. • N 0 5 3 681 '.•81 •• ;. 6)Refer to girder(s)for truss to truss connections. * : 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) _ 1=195,6=192. - * • - = 13c2-4F444.10,Adligp X Z • Cp#iF •• OR / • � .** •, 61. �. `' �°NAE %S Michael S.Magid PE No.63681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 , Aii WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312016 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 out a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII GualyCOMda,DSS-9 and CCS/Buldlrp Component 6904 Parke East Blvd. Safely idonnaeonmallable from Truss Plate Institute.218 N.Lee Sheet.Stile 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' • Qty Ply T14469197 15136T0 T17 Half Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:13 2018 Page 1 I D:?9jto W xOG1 OEk3C I?dBMoszB00u-35EKSr3JjTPTEY2nLC R_aOW 8o?I29xVHzgC36Zz?qbu 3-6-10 8-0-0 3-6-10 4-5-6 Scale=1:17.0 4x5= 3x4= 3 14 4 6.00 FIT 13 4x5 2 1 • • 6 3x4- 5 2x4 I I 3x6 II Q 3-1 3-6-10 I 8-0-0 0-3-12 3-2-14 4-5-6 Plate Offsets(X,Y)-- [1:0-2-0,0-0-51 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.21 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=327/0-3-8,5=301/Mechanical Max Horz 1=74(LC 12) Max Uplift 1_188(LC 12),5=-226(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-325/455,3-4=-248/434,4-5=-265/373 BOT CHORD 1-6=-432/252 WEBS 4-6=-494/283 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=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 3-6-10,Exterior(2)3-6-10 to 7-10-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,,,i,\1111111//jii� 2)Provide adequate drainage to prevent water ponding. � N .L S. A 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S` • \Ars • x1 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 ` G,��C,E)1/s•C will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. • i 6) • Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except t-Ib •;• N O 5 3681 P P 1 O PG- ) 1=188,5=226. •i1iS�0 N A �T,‘N Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE INS-7473 rev.10/032015 BEFORE USE. lot Design valid for use only with MITekvf 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/19/1 Qualy CAteda,05849 and SCSI DuldI g Compon nt 6904 Parke East Blvd. Safety Irlonna/brpvdtable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T14469198 15136TO T18 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:14 2018 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszB00u-XHoi3B4xUmXKsiczuvzD6c3LpPdDuPLQCKxdf?z?qbt 4-5-5 8-0-0 4-5-5 3-6-11 Scale=1:19.2 4x5= 3x4= 3 i4 4 6.0012 • 13 4x5-i 2 1O. 6 3x4= 5 2x4 I 3x6 II 0-3-12 4-5-5 8-0-0 01-3-124-1-9 3-6-11 Plate Offsets(X,Y)-- ]1:0-2-0.0-0-5],(5:0-2-8.0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 6-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.02 6-11 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.17 Horz(CT) -0.01 1 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=327/0-3-8,5=301/Mechanical Max Horz 1=92(LC 12) Max Uplift 1=-182(LC 12),5=-219(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-243/368,3-4=-213/381,4-5=-279/424 BOT CHORD 1-6=-382/217 WEBS 4-6=-495/277 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-5-5,Exterior(2)4-5-5 to 7-10-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,k011111111/11. 2)Provide adequate drainage to prevent water ponding. ,��� P1GL $, A �Ii. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %• '9 °j 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 `•%_\G,.r G•E•N s• �/' will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. • i 6)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except t=lb *• •;• N O 53681 •. aP P eP G- ) 1=182,5=219. • * • - :"-0.•?2,4 ,acj X Z T. .5 • o `-. : :4;•: '. •<\ �4 1::* .14 , • 111-•BONA`;\,s. Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Vastly design pa ametera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 ray.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 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,seeANSVYPI1 Quaily CgMda,DSB-89 and ACS!Bullditp Compononi 6904 Parka East Blvd.SalYfy it/o mallgpvdlable from Truss Plate Institute.2t8 N.Lee Sheet,Suffe 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • 'Qty Ply 714469199 15136T0 T19 Roof Special Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:16 2018 Page 1 I D:?9jto W xOG1 OEk3C I?dBMoszBOOu-TgwTUt5BOOn250mMOK?hC 18hUD8hMGOjfeQkjuz?qbr I 3-7-9 7-5-8 17-11-8 3-7-9 3-9-15 0-6-0 2x4 I I Scale=1:20.6 3 4.00 1 r 3x4 2 err 1 ...,_._.agigillIll11\..„„„,,......... l 7 b 1.1 11 " it 1 =' la a 13 6 14 15 5 W NAILED 2x4 I NAILED NIA 4x10=4 3x4= NAILED NAILED 3x6 II NAILED 9-3-12 3-7-9 7-5-8 7-11-8 r1-3-1 3-3-13 3 9 15 0-6-0 Plate Offsets(X,Y)-- [1:0-1-10.0-6-10],[1:0-0-0.0-1-5],[5:0-3-12.0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.24 Vert(LL) 0.08 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.08 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-4-9 oc bracing. 5-7:2x6 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=1019/0-5-8,1=1010/0-3-8 Max Horz 1=100(LC 8) Max Uplift 5=-699(LC 8),1.601(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1083/644 BOT CHORD 1-6=-670/995,5-6=-670/995 WEBS 2-6=-397/566,2-5=-1072.722 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25th B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate `00111111/11 1 grip DOL=1.60 %' EL S Iii 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `• GAP ti1,9 "j0, 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 %•�\••,••G E•N s �/O i� will fit between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • No 53681 1. 5=699,1=601. * • •% 5)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. r. 6)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 a014/1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 °0 • � � Uniform Loads(plf) i• c• ( O R %O..'Q • ‘ ,•� Vert:1-3=-60,4-8=-20 'j`` •••••......... `c? Concentrated Vert:5=-286(B)8=-296(B)13=-287(B)14=-281(B)15=-281(B) �'seI`151�0 N A�`;,`,s% Michael S.Mapld PE No.53681 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1003/2015 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 possble personal injury and property dcxnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/1P11 Qualy Criteria,05849 and BCS/Bulding Component 6904 Parke East Blvd. Safety bdbtma/bnavaliabie from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • • I fly Ply T14469200 15136T0 T20 Roof Special !3 , i I 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:16 2018 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszBO0u-TgwTUt5BOOn250mMOK?hC 18ZyDDfM LTjfeQkj uz?qbr 7-5-8 7-5-8 2x4 H Scale=1:19.3 2 4.00 12 iii 11 im 5 1 Maid Mi. ld 4 h/ /, m/ 4x5— 3 3x6 H 3x5= 3-1 3-1? 7-11-8 7-7-12 Plate Offsets(X,Y)-- (1:0-1-10,0-6-101,11:0-0-0,0-1-13L14:0-2-4,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.15 4-10 >600 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.56 Vert(CT) -0.25 4-10 >348 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5:2x6 SP No.2 WEDGE Lett:2x4 SP No.3 REACTIONS. (lb/size) 4=293/0-5-8,1=305/0-3-8 Max Horz 1=100(LC 12) Max Uplift 4=-88(LC 12),1=-59(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-3-12 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)will fits truss has between the been bottdesignedm hed for a live any other load of 20.O f n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,``0011111111/iii ',, 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,1. `%%G�P M,q�Imo , , • No 53681 tR`• #, � . OS • � s%lo, AN S • N.: -"...°:-;2"144,/ 0 Michael S.Magid PE No.53681 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10m32015 BEFORE USE. is 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 AVIA' 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,seeANSIRPII Qua/yCIRed°,DS8-49 and SCSI auldlfy Component 6904 Parke East Blvd. Safety hsftnnaManovaltable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T14469201 15136T0 T21 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:17 2018 Page 1 I D:?9jtoW xOG 1 OEk3C I?dBMoszBOOu-xsUrhD6pnhvvj9LYa2W wkEhl RdXe5metulAHFKz?qbq 6-8-1 7-5-8 7-11-8 6-8-1 0-9-7 10-6-0 4x5= Scale=1:19.1 2x4 I I 2 3 4.00 ,2 BM 13 12 rn I E4 6 N 1 MIAMI MEM 1 5 ,_, o 4x5= 4x10= 4 3x6 I I 0-3-123-7-9I 7-5-8 l 7-11-8 3-1 3-3-13 3-9-15 0-6-0 Plate Offsets(X,Y)-- 11:0-1-10,0-6-101,11:0-0-0,0-1-13],15:0-3-12.0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.32 5-11 >272 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.26 5-11 >338 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) -0.04 1 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MP Weight:34 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. 5-6:2x6 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=320/0-5-8,1=304/0-3-8 Max Horz 1=91(LC 12) Max Uplift 5=-206(LC 12),1=-170(LC 12) Max Gray 5=320(LC 1),1=305(LC 21) 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=l30mph(3-second gust)Vasd=101 mph;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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-8-1,Exterior(2)6-8-1 to 7-3-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; `,,,t,11II I IIg, ii Lumber DOL=1.60 plate grip DOL=1.60 ,St t�L S. Ii, 3)Provide adequate drainage to prevent water ponding. `SN �P A. le, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `•.._k•••\(,E•N 5+�. <0 i� 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. • N O 53681 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=206,1=170. • :�,�.• .off P • ��� 1::5)... F4bel(i ):.iti Z �eC 1/4.1 n , O R 17 G�•��` i 40%.F. Michael S.Magid PE No.53681 MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa R 33610 Date: July 3,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.1093/2015 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 trusssystem.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 ',Wok'is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/1PII Qua/yCrletb,DSII-81.and 1031 Building Compon.nt 6904 Parke East Blvd. Sablyhfomlanonuvaliabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type • * I Qty Ply T14469202 15136T0 T22 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:19 2018 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-uFcb6v74JJ9dyTVxhSYOpfmBnOEjZhTALcfOKDz?qbo 3-8-1 7-5-8 7-11-8 , 3-8-1 3-9-7 0-6-0 Scale=1:15.8 4x5= NAILED 2x4 NAILED NAILED 4.00 12 2 13 14 U — — — — _.-----------------r---------------;------------r------.-- . 7 ^3x4= cc. co ar n 1 0 . 1-- - - Id F 1 15 NAI 16 NAILEDD NAILED 3x4 NAILED 4 3x6 I I 3x5= 3-1 3-8-1 7-5-8 7-11-8 i 3-12 3-4-5 3-9-7 0-6-0 Plate Offsets(X,Y)-- 11:0-1-10,0-6-101,15:0-2-4,0-1-81 LOADING (psf) SPACING- 2-0-0 ' CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.35 6 >250 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.36 6 >245 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(CT) 0.04 1 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-7:2x6 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=329/0-5-8,1=311/0-3-8 Max Horz 1=50(LC 8) Max Uplift 5=-26D(LC 5),1=-194(LC 8) Max Gray 5=329(LC 1),1=312(LC 17) 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=l3Omph(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);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,, 11111111g/4 3)Provide adequate drainage to prevent water ponding. �0� EL S. ie, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,ss \\P A. 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 •% *N .••�C E N s Or '.• 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=1b) . No 53681 5=260,1=194. 7)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails per NDS guidlines. Z * * 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11' LOAD CASE(S) Standard AT ;•�(/ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 . Uniform Loads(pif) ,[� Vert:1-2=-60,2-3=-60,5-8=-20,4-5=-60 moi,• ) ••.........f 1 x• \ Concentrated Loads(Ib) ��j�s/ S` ` Vert:6=-10(F)15=-3(F)16=-3(F) i�iiill/11110" ll N Al 0,���� Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10103/2015 BEFORE USE. imm 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 Info the overall ;� building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrk:atbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSUIPII QuaYyCrlala,DSB-d9 and BCSI Building Component 6904 Parke East Blvd. Safely Intenna1011uvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Oty Ply 15136T0 T23 Common 2 1 T14469203 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 Mitek Industries,Inc. Tue Jul 3 08:22:20 2018 Page 1 I D:?9jtoW xOG1 OEk3Cl?d BMoszBOOu-MRA_KF8i4cH Uad47FA3dMtJ F Bq Ui I_QJaGOxsfz?qbn 5-7-7 11-1-12 16-8-0 22-2-4 27-8-9i 33-4-0 5-7-7 5-6-4 5-6-4 5-6-4 5-6-4 5-7-7 Scale=1:54.6 6x6 II 3.00 12 5 4x5= 22 A 23 4x5 4 6 6x6----.0 6x6 7 =1-- 4x52 3J ' 24 $x5= 21 ► NAll9f1Ge� ii IiA1 .\ •.* ii ��� ro o .. .: Io 12 11 10 :' 7x6 6x6 7x10= 6x6= 7x6 II 8-4-9 16-8-0 24-11-7 33-4-0 ' 8-4-9 8-3-7 8-3-7 8-4-9 Plate Offsets(X,Y)-- (1:0-2-0,0-1-91,(9:0-2-0,0-1-9) LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.33 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.70 11-12 >562 180 BCLL 0.0 • Rep Stress lncr YES WB 0.64 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS I Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins. 1-3,7-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* 1-12,9-10:2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-6-0,Right 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 1=1315/0-5-8,9=1315/0-5-8 Max Horz 1=55(LC 11) Max Uplift 1=-345(LC 12),9=-345(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3627/1136,3-4=-3471/1035,4-5=-2606/842,5-6=-2606/842,6-7=-3471/1035, 7-9=-3627/1136 BOT CHORD 1-12=-104213469,11-12=-927/3172,10-11=-92713172 9-10=-1043!469 WEBS 5-11=-214/957,6-11=-824/311,6-10=0/370,4-11=-824/311,4-12=0/370 NOTES- 1)Unbalanced roof live loads have been considered for this design. 0 1111 I I II//� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=33ft;eave=4ft;Cat. ��t� et S. '/e, II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-6-12,Interior(1)3-6-12 to 16-8-0,Exterior(2) �•►N \P ..... Mq ie 16-8-0 to 20-0-0,Interior(1)20-0-0 to 33-1-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for ,,%_\G.. G E N.S�.V•,.. 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. No 53681 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=345,9=345. + i + i • .%,;•..,o4- OR ,O• •r...\• • F ! Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 1 _ t _ pin A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MDEK REFERANCE PAGE M9-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiRek* 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,seeANSVIPII Gamely aeda,DS8-89 and SCSI Boldly Component 6904 Parke East Blvd. Safety irfotma/konavofiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T14469204 15136T0 T24 COMMON GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:23 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBO0u-mOr6yGBaNXf2R4oiwldK_Vxh_1 ZEVJXIGEdbT_z?qbk 4-2-0I 8-4-0 I 12-6-0 I 16-8-0 20-10-0 25-0-0 I 29-2-0 33-4-0 4-2-0 4-2-0 4-2-0 4-2-0 4-2-0 4-2-0 4-2-0 4-2-0 Scale=1:55.3 6x6 'I 3.00 12 5 4x5% I 4x5 4 6 4x5% � 1 4x5 zz- 7x10% 3 7 7x10 00 ..amil0.11- 11111.1 - co WM NNW rpt I I I I I Ii I 1 1 MU.r I I I I I_—I t I t �_T.�inMIlliiu t I y —: 1, o :T-16 23 24 25 26 27 28 29 30 31 32 33 34 35 m' 16 15 14 13 12 11 10 JUS24 2x4 II JUS24 4x5= 8x12 MT2OHS= JUS24 4x10= 8x12 MT2OHS=j 4x5= JUS24 2x4 II JUS24 5x12= 5x12= JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 4-2-0 8-4-0I 12-6-0 16-8-0 20-10-0 25-0-0 29-2-0 33-4-0 4-2-0 4-2-0 4-2-0 4-2-0 4-2-0 4-2-0 4-2-0 4-2-0 Plate Offsets(X,Y)-- 11:0-0-0,0-1-101,19:0-0-0,0-1-101,112:0-6-0,0-4-81,114:0-6-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (roc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.48 13-14 >839 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.90 13-14 >442 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 i Matrix-MS I Weight:575 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD 2x6 SP SS*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-14:2x6 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=6631/0-5-8,9292/0-5-8 - Max Horz 1=56(LC 24) Max Uplift 1=-1878(LC 8),9=-1780(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-18788/5326,2-3=-19212/5466,3-4=-16692/4774,4-5=-13796/3975, 5-6=-13796/3975,6-7=-16643/4760,7-8=-19143/5446,8-9=-18687/5297 BOT CHORD 1-16=-5123/18152,15-16=-5132/18168,14-15=-5240/18638,13-14=-4488/16046, 12-13=-4475/16001,11-12=-5221/18571,10-11=-5104/18069,9-10=-5095/18052 WEBS 6-12=-681/2583,7-11=-417/1658,5-13=-1792/6393,4-13--3450/1004,4-14=-695/2630, 3-15=-422/1675,2-15=-146/573,3-14=-2860/829,7-12=-2837/822,6-13=-3393/987, 8-11=-158/606 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,,��,,K .L I S. Zed, Top chords connected as follows:2x4-1 row at 0-7-0 oc. •N . qn' Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. %•*NG.• C,•E•N S'.•• • Webs connected as follows:2x4-1 row at 0-9-0 oc. i 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 No- 53681 3681 • ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. *:• :* :, 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=33ft;eave=4ft;Cat. * • II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 :'-0 CC 5)All plates are MT20 plates unless otherwise indicated. 5)•'F�i�'`_" '" 411, 1-11--. . 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 0 1 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i�'� ;c( (�P:•• �� will fit between the bottom chord and any other members. �j�s R 1 \o. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1 Q/• • .\ �� 1=1878,9=1780. '1,1,11 N A,,,,"`� 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from the left end to 31-3-4 to connect truss(es)to front face of bottom chord. Michael S.Magid PE No.53681 10)Fill all nail holes where hanger is in contact with lumber. Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: July 3,2018 Continued on oaae 2 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.this design is L:used only upon parameters shown,and is for art individual building component,not a truss system.Before rae,the balding designer must verity the applicability of design parameters and properly incorporate this design into the overall balding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iiek 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.seeANNVIP/I QuallyCdafa,DSS-19 and ICSI Balding Component 6904 Parke East Blvd. Safety Srfonnallonavdlabie horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T14469204 15136T0 T24 COMMON GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:23 2018 Page 2 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-mOr6yGBaNXf2R4oiwIdK_Vxh_1 ZEVJXIGEdbT_z?qbk LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-9=-60,17-20=-20 Concentrated Loads(Ib) Vert:12=-603(F)11=-603(F)10=-603(F)19=-603(F)23=-603(F)24=-603(F)25=-603(F)26=-603(F)27=-603(F)28=-603(F)29=-603(F)30=-603(F)31=-603(F) 32=-603(F)33=-603(F)34=-603(F)35=-603(F) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAM51/IPI1 Ovally CM 05889 and SCSI IuM ing Compon of 6904 Parke East Blvd. Safety Infonnationavaiable horn Truss Plate Institute,218 N.Lee Street,State 312,Alexandria VA 22314. Tampa.FL 33610 j Job Truss Truss Type • • Qty Ply T14469205 15136T0 T25 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:24 2018 Page 1 I D:?9jtoW xOG1 OEk3Cl?d BMoszBOOu-ECPU9c BC8rnv3EN uU08ZWjT5M R4eEyevVtM9?Qz?qbj 8-0-0 15-7-0 8-0-0 I 7-7-0 5x6= Scale=1:28.1 7 I 6 6.00 12 — r 9 5 28 27 PI ` 10 4 29 26 id V 11 3 r 12 3x8 I 2 13 1 PP, V D o 3x8 25 24 23 22 21 20 19 18 17 16 15 14 15-7-0 15-7-0 Plate Offsets(X,Y)-- [1:0-0-4,0-0-8],[1:0-0-8,0-5-11],[1:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - rVa 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 0.05 Horz(CT) 0.00 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:87 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 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 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings 15-7-0. (Ib)- Max Horz 1=95(LC 11) Max Uplift All uplift 100 lb or less at joint(s)14,21,22,23,24,25,19,18,17, 16,15,1 Max Gray All reactions 250 lb or less at joint(s)14,20,21,22,23,24,25,19, 18,17,16,15,1 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=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. `0011111i/4�. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 8-0-0,Comer(3)8-0-0 to ,��0 PEL S. 44",,, 11-0-0,Exterior(2)11-0-0 to 15-5-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; ,% ., q ', Lumber DOL=1.60 plate grip DOL=1.60 .`�\G.••C E N S�.�4.,#0 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 • 0 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. • No 53681 • 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -0 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 • T I► 4 degta will fit between the bottom chord and any other members. •; 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,21,22,23,24, .. ,•. 4 O R `Q \ ,,' 25,19,18,17,16,15, 1. ,��,sS,;........��C?,S • ot Michael S.Magid PE No.63681 MITA USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 i A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 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 Niel(' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IPII Quafly Crferio,058-89 and SCSI Balding Component 6904 Parke East Blvd. Safety itfonnationavallable horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Oty Ply T14469206 15136T0 T26 Common 17 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:25 2018 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszB00u-iOzsNyCrv9vmhOy52jfo3w059rlLzOg2kX6iYtz?qbi 8-0-0 15-7-0 8-0-0 7-7-0 5x6= Scale=1:30.9 3 aim 6.00 12 16 17 18 15 5x6 4x5 i4 2 1 _5 2111111 il= 11111111111:11111111.1 .11==.11111111111, /M ►tet 6 3x8 'I 2x4 5x12 II 8-0-0 15-7-0 8-0-0 7-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.12 6-9 >999 240 MT20 244/190 TCDL 10.0 ILumber DOL 1.25 BC 0.52 Vert(CT) -0.20 6-9 >930 180 BCLL 0.0 • 1 Rep Stress lncr YES WB 0.12 Horz(CT) 0.06 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=623/0-5-8,5=623/Mechanical Max Horz 1=92(LC 11) Max Uplift 1=-163(LC 12),5=-164(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-757/299,3-5=-757/303 BOT CHORD 1-6.148/594,5-6=-148/594 WEBS 3-6=0/316 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;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 11-0-0,Interior(1)11-0-0 to 15-7-0 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6011111111/////, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� h. .L S. 4I, 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� \A" 0/q eeo will fit between the bottom chord and any other members. •%�\••••C E N s'• �/0'0 5)Refer to girders)for truss to truss connections. • �•,• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) No 53681 1.163,5=164. = *:• * TA • ' : • '11,4 0NAiiiiii 'till" Michael Michael S.Magid PE No.63681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 0/47473 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 vedfy 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 MiWek 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 buss systems,seeANSf//Mf Quern,Mesta,03049 and SCSI Bolding Component 6904 Parke East Blvd. Safety hlftRnafol svdtable from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14469207 15136TO T27 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:26 2018 Page 1 I D:?9jtoW xOG1 OEk3CI?dBMoszBOOu-AbXFaIDTfS2dIYXHbRA1 c8YRuFmGis8CyBrG4Jz?qbh 8-0-0 16-0-0 8-0-0 8-0-0 Sx6= Scale=1:29.5 7 6 A, 6 6.00 I. • S r ` 9 27 26 W V 10 4 25 r Y 28 11 3 P V 12 2 1 r r 13 io c a r I o IE a a E 11 3x6 II 24 23 22 21 20 19 18 17 16 15 14 3x8 II 6x6= 16-0-0 16-0-0 Plate Offsets(X,Y)-- [1:0-0-4,0-0-8],[1:0-0-8,0-5-11),[1:0-3-8,Edge1,[13:0-0-4,0-0.8),[13:0-0-8,0-5-11],[13:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 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 0.05 Horz(CT) 0.00 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:89 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. All bearings 16-0-0. (Ib)- Max Horz 1=-100(LC 10) Max Uplift All uplift 100 lb or less at joint(s)20,21,22,23,24,18,17,16,15,14,1 Max Gray All reactions 250 lb or less at joint(s)19,20,21,22,23,24,18,17,16,15,14,1,13 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)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 8-0-0,Comer(3)8-0-0 to 11-0-0,Exterior(2)11-0-0 to 16-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``10111111i/1i 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 `4% PEL S. A /e,' Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. •: q e 4)All plates are 2x4 MT20 unless otherwise indicated. :%•�\G.•' G�E�N s•• -/O'��� 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. N O 53681 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *:• • 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _ will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,21,22,23,24, ' "0 1 •CC' 18,17,16,15,14,1. =O, AP . 4/4 :.• ":„',i,S•'O N A,��`N Michael S.Magid PE No.53661 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 1 1 11 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mii Design valid for use only with MiTek®connectors.This designs 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[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/I►II Ovally C7i da,058.19 and ICS!BuldIp Compon of 6904 Parke East Blvd. Safety IIfonnaManrvallabte from Truss Plate InsMute,218 N.Lee Sheet,Sutte 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply TI4469208 15136T0 T28 Common Supported Gable ;1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:27 2018 Page 1 I D:?9jtoW xOG1 OEk3C I?d BMoszBOOu-fn5doe E5QmAUwi6T98hG8L5bGf5KRl5LBrbpclz?qbg 1-9-7 1-11i-1 6-4-4 10-9-7 101 -1 12-8-8 1-9-7 0-1-9 4-5-3 4-5-3 0-1-9 1-9-7 5x6= Scale=1:22.0 5 01 Mali 6 6.00,12 4 P, -II 7 3 18 n 17 E- 41 u: i` 8 2 1 9 ' O - r: = O l' ...................:...:❖:•::.:•:.:.:❖:..:•::•:❖:•:•:❖:❖:•:❖:•:.:❖:•:.❖::.:•:.:.:❖:❖:❖:•:❖:•:❖:❖:❖.❖.•.•.❖.•.::.:•:.:❖:•::❖:•:•:❖:•:•:❖:•:❖:•:•:❖:•:•:❖::•'a....•:•:❖:❖:•:• 3x4 16 15 14 13 12 11 10 3x4-,,',- 12-8-8 1298 12-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 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 0.07 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-8. (ib)- Max Horz 1=-74(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,9,14,15,16,12,11,10 Max Gray All reactions 250 lb or less at joint(s)1,9,13,14,15,16,12,11,10 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=l30mph(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)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 6-4-4,Comer(3)6-4-4 to 9-4-4.Exterior(2)9-4-4 to 12-6-12 zone;end vertical left and right_xposed;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/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. ,,,01111111/11_ 5)Gable requires continuous bottom chord bearing. `. �PEL S.•A .„ 6)Gable studs spaced at 1-4-0 oc. �- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `4.•_‘;•'..". \�',E N S�.�/O•� 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 • • will fit between the bottom chord and any other members. • N O 53681 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,14,15,16, = * • •• �* �_ 12,11,10. • -flit._ * CC Z • l'i'//,S,,O N Al-�,%0 Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 rev.I0/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Quarry Criteria,DSB-89 and BCSI loildhg Component 6904 Parke East Blvd. Safety Mrtormatbnavdlabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • ' I Qty Ply T14469209 15136T0 T29 GABLE 1 1 j !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:29 2018 Page 1 I D:?9jtoW xOG 10Ek3Cl?d BMoszBOOu-bACNCJ FLyNQC9?GsHZkkDmAsjSi7v??ee94whez?qbe 6-6-3 I it-5-8I 12-9-8 I 16-2-12 22-11-0 6-6-3 4-11-5 1-4-0 3-5-4 6-8-4 5x6= Scale=1:40.5 7 TOP CHORD MUST BE BRACED BY ROOF DIAPHRAGM,OR PROPERLY CONNECTED 6 04PURLINS AS SPECIFIED. 5x12= 375 .'r 8 9 38 4 3 : 10 6.00112 20_,; Y 11 -- ki 28 : 12 36 `7 6 y 13 39 "; 1 Job Truss Truss Type Qty Ply T14469210 15136T0 T30 Common 5 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:30 2018 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBO0u-3MmIQfGzjhY3n9r2gGFzm j2ts?xee?ntppTD4z?qbd 5-8-15 11-5-8 17-2-1 22-11-0 5-8-15 5-8-9 5-8-9 5-8-15 j 6x6= Scale=1:40.2 3 6.0012 15 16 2x4\\ 2x4// 2 4 rr : 14 17 1 5 Nr a n 6 Y.! n c 7 18 19 6 „,t. o o 3x8 6x6= 4x5= 3x8 7-7-12 15-3-4 22-11-0 7-7-12 7-7-7 7-7-12 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0j,[1:0-3-8,Edge],[_5:0-0-1,0-0-3],[5:0-0-3,0-5-0],15:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.15 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.25 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=917/0-5-8,5=917/0-5-8 Max Horz 1=135(LC 11) Max Uplift 1=241(LC 12),5=-241(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1511/509,2-3=-1345/512,3-4=-1345/512,4-5=-1511/509 BOT CHORD 1-7=-365/1305,6-7=-169/878,5-6=-365/1292 WEBS 3-6=-139/529,4-6=-3191231,3-7=-139/529,2-7=-319/231 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=45th 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 11-5-8,Exterior(2)11-5-8 to 0011111/iii. 14-5-8,Interior(1)14-5-8 to 22-11-0 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,.%` EL S i/,� shown;Lumber DOL=1.60 plate grip DOL=1.60 tee:”GAP M4�,Ij, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•_k. .•.\G E•N SF.�./O � 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,with BCDL=10.0psf. No 53681 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=241,5=241. 7.:192y41,,e4r7Q:: . iT�. c� OR10P,:� •% ��°ISS�ONAl-� G�` �11111 Michael S.Magid PE No.53681 MITA USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Milek®connectors.Ibis design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and 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 Week' 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,seeANSIIPII Quail,Climb,DS149 and ACEI Aulditrg Component 6904 Parke East Blvd. Safety hntotmallonavarlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type . • Qty Ply T14469211 15136T0 T31 Common Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:31 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszB00u-XYK8d?HbU_gwPJQFO_mCJBG4mGGoNw5x6TZOI W z?qbc 3-9-13 7-7-11 11-5-8 15-3-5 19-1-3 22-11-0 3-9-13 1 3-9-15 3-9-13 I 3-9-13 l 3-9-15 I 3-9-13 6x6 I I Scale=1:42.6 4 6.0012 4x5 i x5 3 5 \ elt 4x5 4x5 • 2 6 1 12 19 11 20 21 10 22 23 9 24 25 8 26 27 1. i 2x4 II THD26 7x6= THD26 8x10= THD26 7x6= THD26 2x4 II 8x12 8x12 � THD26 THD26 THD26 THD26 THD26 3-9-13I 7-7-11 11-5-8 I 15-3-5 19-1-3 22-11-0 3-9-13 3-9-15 3-9-13 3-9-13 3-9-15 3-9-13 Plate Offsets(X,Y)-- [1:Edge,0-3-71,[3:0-2-0,0-2-01,[5:0-2-0,0-2-01,[7:Edge,0-3-71,[9:0-3-0,0-4-12),[10:0-5-0,0-4-8),[11:0-3-0,0-4-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.20 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.37 9-10 >734 180 BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:296 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except` 4-10:2x4 SP No.2 WEDGE Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (lb/size) 1=6021/0-5-8,7=7811/0-5-8 Max Horz 1=-135(LC 6) Max Uplift 1=-1756(LC 8),7=-2195(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-11587/3398,2-3=-11347/3366,3-4=-8630/2575,4-5=-8630/2575,5-6=-11337/3270, 6-7=-13119/3709 BOT CHORD 1-1 2=-2973/10257,11 12=-2973/10257,10 1 1=-2892/10133,9-1 0=-2806/10122, 8-9=-3258/11647,7-8=-3258/11647 WEBS 4-10=-2179/7429,5-10=-3568/1029,5-9=-927/3547,3-10=-3585/1155,3-11=-1060/3559, 6-9=-1767/517,6-8=-412/1576 NOTES- 1) OTES ���`��PEL IS,,M��i, 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: ,,% GN , • q,ei, Top chords connected as follows:2x4-1 row at 0-7-0 oc. ` \••,• C•E•N S�• •••/O i: Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. • No 53681 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. Z * •* 3)Unbalanced roof live loads have been considered for this design. • * iii, z- 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 i�•• : i, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. .. C A �(/. 9 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 %'� • ;c4 O P:••� �i will fit between the bottom chord and any other members. ♦��s , O R \. ••\0.`�% 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 'it°1 • •• �\ ‘ 1=1756,7=2195. Ii,,,N A',,,``� 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 6-0-12 from the left end to 21-10-4 to connect truss(es)to front face of bottom chord. Michael S.Magid PE No.53681 9)Fill all nail holes where hanger is in contact with lumber. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: July 3,2018 Continued on Daae 2 0 WARNMVG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK 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 mi 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 tot 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 Cuss systems,seeAlWl/IPI1 CwlyOlet%,DS-$9 and IICSI Balding Camponon} 6904 Parke East Blvd. Safely lrfeanalbrgvalIabre from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14.469211 15136T0 T31 Common Girder 1 A G Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:31 2018 Page 2 ID:?9jtoW xOG1 OEk3CI?dBMoszBOOu-XYK8d?HbU_gwPJQFO_mCJBG4mGGoNw5x6TZOI W z?qbc LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-7=-60,13-16=-20 Concentrated Loads(Ib) Vert:19=-2451(F)20=-1189(F)21=-1189(F)22=-1195(F)23=-1195(F)24=-1195(F)25=-1195(F)26=-1195(F)27=-1195(F) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 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 M iTe k Is always required for stability and to prevent collapse with possible personal inpxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeA? gIM1 army Clhda,DSBd9 and SCSI guiding ComponNU 6904 Parke East Blvd. Safety h farmatbnavdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,ttlexandria,VA 22314. Tampa,FL 33610 1 Job I Truss Truss Type ' Qty Ply 1 i T14469212 15136T0 T32 Half Hip Girder 4 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:32 2018 Page 1 I D:?9jto W xOG 1 OEk3C1?dBMoszBOOu-?lu W rLl E F IonOT_RyhHRrPoMzgaP6aU4L71aHzz?qbb 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:18.2 Special 4x5= 2 3 6.00 I ,: i 1 h\14. 5 4 ,/ 2x4 I I 5x6= Special 4-0-0 6-0-0 4-0-0 1 2-0-0 Plate Offsets(X,Y)-- 11:0-0-3,0-0-111,11:0-5-0,0-0-31,(1:Edge,0-2-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.20 5-8 >356 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.29 5-8 >243 180 BCLL 0.0 * Rep Stress lncr NO WB 0.06 Horz(CT) 0.16 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical,4=312/Mechanical,1=299/0-5-8 Max Horz 1=83(LC 8) Max Uplift 3=-42(LC 4),4=-124(LC 8),1=-78(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-301/184 NOTES- Ltnbal_nced 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;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,,1111111 1 1l/��' 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 ,`,- PEL g. M I1, will fit between the bottom chord and any other members. •• 10 6)Refer to girder(s)for truss to truss connections. 4% G •' G•E•N s'•.s/0-#. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1 except(jt=lb) �."•\' ‘..•• • �� 4=124. w No 53681 • 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)164 lb down and 207 lb up at 4-0-0 on top chord,and 89 lb down and 57 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). ....-13i(d,.-dra.7z*/00.5..: LOAD CASE(S) Standard i 0 �e 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i� ••�( Q p.•• •�� Uniform Loads(pit) 'e�s•'•9 R , Q`•% 3=-60,4-6=-20 a,,, 'o N P s Concentrated • Loads(Ib) Vert: 41111110- 2=-106(F)5=-89(F) Michael S.Magid PE No-63681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t, I mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design B based only upon parameters shown,and Is for an individual buNdirg 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/IP/I Quay C,IMrb,DSS-$9 and SCSI adding Component 6904 Parke East Blvd. Safety pdonnatonovailabie horn Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type I Qty Ply TI4469213 15136T0 T33 Half Hip Girder i 1 1 _ I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:34 2018 Page 1 I D:?9jto W xOG 1 O Ek3C I?d BMoszBOOu-x7OGG 1 J Unv2UGn8p36Kvwquc8TGLal6NoRnhMrz?qbZ 3-4-0 6-0-0 10-11-9 15-9-6 20-7-2 25-4-15 30-4-8 3-4-0 2-8-0 4-11-9 4-9-13 4-9-13 4-9-13 4-11-9 Scale=1:53.2 NAILED NAILED NAILED NAILED NAILED 7x10 s 4x5= 2x4 11 7x6= 4x5= 5x6= 6.00 12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4 20 21 5 22 23 24 6 25 26 727 28 29 8 30 31 32 9 2x4-� II Ii 11 I 1 II lI � I 11 O 11 II rr�. 4x5 G 3 �' 2 1 l ■ 1111 III nil IIIn T I Hit Ill .v N. nn 1111 uu uu , 33 15 34 35 14 36 37 13 38 39 12 40 41 11 42 43 44 10 7x6 I, JUS24 4x5= NAILED 4x5= 7x14 MT2OHS= 4x5= NAILED 5x6= NAILED 3x8 MT2OHS NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-0-0 10-11-9 15-9-6I 20-7-2 25-4-15 30-4-8 6-0-0 4-11-9 4-9-13 4-9-13 4-9-13 4-11-9 Plate Offsets(X,Y)-- [1:Edge,0-0-5],[4:0-4-8,0-2-0],[8:0-2-4,0-2-0],[9:0-2-8,0-2-8],[11:0-2-8,0-2-8],[12:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.33 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.60 13-14 >599 180 MT2OHS 187/143 BCLL 0.0 * I Rep Stress Incr NO WB 0.82 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 `Except` TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, 7-9:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 `Except` BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. 1-13:2x4 SP SS WEBS 2x4 SP No.3`Except` 9-11,4-14,8-12,5-13,7-13:2x4 SP No.2 SLIDER Left 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 1=2339/0-5-8,10=2471/Mechanical Max Horz 1=119(LC 25) Max Uplift 1=-711(LC 8),10=-739(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3847/1194,3-4=-3962/1219,4-5=-5131/1559,5-6=-5530/1649,6-7=-5530/1649, 7-8=-4813/1421.8-9=-3044/907,9-10=-2332/783 BOT CHORD 1-15=-1107/3288,14-15=-1126/3557,13-14=-1559/5131,12-13=-1441/4857, 11-12=-907/3044 WEBS 4-15=-6/328,9-11=-1083/3636,4-14=-532/1928,8-11=-1801/727,5-14=-858/414, 3-15=-140/4067,5-13=-144/517,7-12=-986/454,6-13=-503/304,7-13=-256/825, ,`���001111111/14 P 11 111,M��i� NOTES- ;s•*\G.•• '.G E NsF•v/�'�ii 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=30ft;eave=oft;Cat. No 53681 • II;Exp C;End.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 • • 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -0..),..440: •CC 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 't 1[/+ will fit between the bottom chord and any other members. i 0 e• � 7) Refer to girder(s)for truss to truss connections. �i�'� ▪•�� G P:' •�� 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •/j 61.0 9 R G`t.``� 9)Us1=e USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-0-12 from the left end to connect truss(es)to ','�. ��N Al-;,,,��, back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. Michael S.Magid PEI No.53681 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. MITek USA,Inc.FL Cert 6634 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard July 3,2018 Continued on Daae 2 , A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 119-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekw 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,seeANSVIPII Qualify aloft,DSB-89 and IC11adding Component 6904 Parke East Blvd. Safely Inlosma/agvdlabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply T14469213 15136T0 T33 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:34 2018 Page 2 I D:?9jtoW xOG1 OEk3C1?dBMoszBOOu-x7OGG1 JUnv2UGn8p36Kvwquc8TGLal6NoRnhMrz?qbZ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-9=-60,10-16=-20 Concentrated Loads(lb) Vert:4=-97(B)15=-60(B)13=-60(B)6=-97(B)20=-97(B)21=-97(B)22=-97(B)24=-97(B)26=-97(B)27=-97(B)28=-97(B)29=-97(B)30=-97(B)31=-97(B) 32=-107(B)33=-349(B)34=-60(B)35=-60(B)36=-60(B)37=-60(B)38=-60(B)39=-60(B)40=-60(B)41=-60(B)42=-60(B)43=-60(B)44=-64(B) • A WARNING-Msdly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev 10/03/2016 BEFORE USE. tut Design valid for use only with Weld)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,seeANdl/lPII euaeyC,MAa,D$1-89 and ICSH Bolding Component 6904 Parke East Blvd. daftly hfonnatbnuvdla ble from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply 714469214 15136T0 T34 Half Hip I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:35 2018 Page 1 I D:?9jto W xOG 1 OEk3CI?d BMoszBOOu-QKaeTN K6YDALtwjOdpr8T1 Qnotg RJj XW 15XE ulz?qbY 8-0-0 15-6-1 22-10-7 30-4-8 8-0-0 7-6-1 7-4-5 7-6-1 Scale=1:51.6 7x10= 2x4 II 6x6= 4x5= 6.00 12 2 15 3 16 4 17 18 5 Et 11 n 1a 13 1 ci E 1 t7 h Nal 9 e 7 6 5x6 2x4 11 7x10= 4x5= 3x5 II 8-0-0 15-6-1 22-10-7 30-4-8 8-0-0 7-6-1 7-4-5 7-6-1 Plate Offsets(X,Y)-- [1:0-0-3,0-5-0),[1:0-0-1,0-0-3),[2:0-4-8,0-2-0),[6:0-2-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.26 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.06 6 r1/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:153 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=1209/Mechanical,1=1209/0-5-8 Max Horz 1=165(LC 12) Max Uplift 6=-363(LC 9),1=-305(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2017/668,2-3=-2198/779,3-4=-2198/779,4-5=-1644/565,5-6=-1142/458 BOT CHORD 1-9=-679/1707,8-9=-677/1713,7-8=-579/1670 WEBS 2-9=0/307,2-8=-183/560,3-8=-455/275,4-8=-240/615,4-7=786/404,5-7=-639/1863 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft L=30ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 8-0-0,Exterior(2)8-0-0 to 12-3-9,Interior(1)12-3-9 to 30-2-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; ``,0111111 It,, Lumber DOL=1.60 plate grip DOL=1.60 ��,,G% . L S. A �� 2)Provide adequate drainage to prevent water ponding. s 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � \...*C E N,'.��/O'•�� 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 i , will fit between the bottom chord and any other members. No 53681 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=363,1=305. ij 7�•., .TAS /n 41100 • • • � • '''i • �`S�ONA� •��`Ns Michael S.Magid PE No.53681 Mfrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111.7473 rev.10103/2015 BEFORE USE. mll 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 heckling of individual truss web and/or chord members only. Additional temporary and permanent tracing Mitek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII auety Ctlett7,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Solely hlbanattonovcilable Corn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type ` Qty Ply T14469215 15136T0 I T35 Half Hip 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:36 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-uW71 gjLkJXICV4ICBXMNOFzyUHz02CjgGIGnQkz?qbX 7-0-0 10-0-0 16-10-1 23-6-7 30-4-8 7-0-0 3-0-0 6-10-1 6-8-5 I 6-10-1 Scale=1:51.5 7x10 2x4 11 6x6= 4x5= 3 16 17 4 18 5 19 20 6 0 R A In 6.00 12 2x4 2 15 \ . 14 1 10 9 a 7 4x6 11 7x6= 7x10= 4x5= 3x5 I I 10-0-0 16-10-123-6-7 30-4-8 10-0-0 6-10-1 6-8-5 6-10-1 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-31,[3:0-4-8,0-2-0],[7:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.18 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.38 10-13 >965 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MS Weight:166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-8-3 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 7=1209/Mechanical,1=1209/0-5-8 Max Horz 1=206(LC 12) Max Uplift 7=364(LC 9),1=-298(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2027/688,2-3=-1798/650,3-4=-1753/646,4-5=-1753/646,5-6=-1242/438, 6-7=-1149/465 BOT CHORD 1-10=-762/1734,9-10=-614/1562,8-9=-450/1265 WEBS 2-10=-287/233.3-10=-94/438,3-9--122/354,4-9=-423/262,5-9=-253/629, 5-8=-824/418,6-8=-548/1558 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,�,1�II11l 1IIIIRS 2)Wind:ASCE 7-10;Vubt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=oft;eave=4ft;Cat. ``O� KV- S A ilio FRS ional)and C-C 11;Exp 4 3 9,CInt nor(1)14-3-918;to 0-2 12 zone;end vertical left exposed;C-C orOmembe s and force)3-0-7 to 10-0-0,s&MW FRS for reactions Exterior(2) hown 10-0-0 to `ANN\t;. .1 G E•N q�/''. Lumber DOL=1.60 plate grip DOL=1.60 • . 3) Provide adequate drainage to prevent water ponding. No 53681 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _ will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) T.��1i.. '� •• • 1.7=364,1=298. O • AN IIIIf1 Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Patio East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.1098@015 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing -MiTek' is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSIYtPIi Qualify CtV.da,051-89 and BCS/MOON,Compon.nt 6904 Parke East Blvd. Safety infonna#onavdiable from Truss Plate Institute,218 N.Lee Street.Sutte 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply T14469216 15136T0 T36 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:37 2018 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-MihPu3LM4gQ37EtOlEtcYSW 94hJknjrpUPOLzAz?qbW I 6-0-3 l 12-0-0 l 18-9-8 l 24-5-4 30-4-8 6-0-3 5-11-13 6-9-8 5-7-12 5-11-4 Scale=1:51.8 6x6 \\ 6x6 H 33 21 22 23 24 4 12 6.00 4x5 i 20 25 4x5 5 2• r •:' n • •� di 26 19 4x5 6 1 t i s 4• : Ia :. 11 10 9 8 4x6 I I 2x4 I I 7x6= 6x8= 2x4 I I 4x10 II 6-0-3I 12-0-0 18-9-8 I 24-5-4 l 30-4-8 6-0-3 5-11-13 6-9-8 5-7-12 5-11-4 Plate Offsets(X,Y)-- [1:0-2-8,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-31,[7:0-5-13,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.50 10-11 >725 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.64 10-11 >567 180 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. BOT CHORD 2x4 SP No.1'Except' BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. 1-10:2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 7=1215/Mechanical,1=1215/0-5-8 Max Horz 1=149(LC 11) Max Uplift 7=-319(LC 12),1=-319(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2118/735,2-3=-1707/660,3-4=-1466/640,4-5=-1696/662,5-7=-1963/693 BOT CHORD 1-11=-602/1933,10-11=-602/1933,9-10=-377/1504,8-9=-539/1677,7-8=-539/1677 WEBS 2-10=-545/257,3-10=-54/417,4-9=-54/401,5-9=-408/205 NOTES- 1)Unbalanced roof live loads have been considered for this design. ��%1 I I I I I I g III 2)II;Exp C;Enc.,ind:ASCE 1G pi0; =0.18;MW FRS(directional)onal)and C-C Exterior(2)0-0-0 to3-0-7,3-07,lnte orr((1)3-0-7 ttto 12-0-0,Exterior(2)12-0-0 to �.��c�PE� S..Mq�'�i� 16-3-9,Interior(1)16-3-9 to 18-9-8,Exterior(2)18-9-8 to 23-1-1,interior(1)23-1-1 to 30-4-8 zone;end vertical left exposed;C-C for %% \G •' GEN ,i ', members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �.•••�\ S�••' • i 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. N o 53681 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 Z * * will fit between the bottom chord and any other members,with BCDL=10.Opsf. — • * 6)Refer to girder(s)for truss to truss connections. ()) •tZ 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) • A <(/ 7=319,1=319. i 0 .c<` %- 0R `p: *&\ .• Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. hut Design valid for use only with MiTek®connectors.TMs design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent 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,seeANSVIPII Quail),Okada,058.89 and SCSI Budding Componont 6904 Parke East Blvd. dandy inronnadonovallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria"VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qty Ply T14469217 15136T0 T37 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:38 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszB00u-gvFn50M_r8YwkOSblyOr5g2ln4hzW Dfzj3luVcz?qbV 7-8-9 14-0-0 15-4-12 16-9-8 22-8-14 30-4-8 7-8-9 I 6-3-7 1 1-4-12 1 1-4-12 1 5-11-6 i 7-7-10 Scale=1:51.8 3x6= 3x5 Il 3x6= 3 4 5 mires ! 6.00 20 21 4x5 4x5 i 6 2 n n 22 19 �� 4x5 7 1 1 8 N 11 10 9 5x6 II 2x4 II 7x10= 2x4 II 4x10 II 7-8-9I 14-0-0 115-4-121 16-9-8 I 22-8-14 i 30-4-8 7-8-9 6-3-7 1-4-12 1-4-12 5-11-6 7-7-10 Plate Offsets(X,Y)-- [1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:0-4-0,0-2-8],[4:0-3-0,0-1-8],[5:0-4-0,0-2-8],[8:0-5-13,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.12 9-10 >999 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.29 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(CT) 0.09 8 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:147 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 8-0-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-10,6-10 WEDGE Left:2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 8=1215/Mechanical,1=1215/0-5-8 MaxHorz 1=175(LC 11) Max Uplift 8=-319(LC 12),1=-319(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2058/682,2-3=-1457/588,3-4=-1222/574,4-5=-1221/574,5-6=-1446/590, 6-8=1942/656 BOT CHORD 1-11=-533/1754,10-11=-533/1754,9-10=-486/1648,8-9=-486/1648 WEBS 2-11=0/295,2-10=-643/299,6-10=-546/264,4-10=-180/718,6-9=0/261 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,t,011111n/ill t. 2)Wind:ASCE II;Exp C;End., 0;Vult=130mph MWFRS(directional)onal)and C-C Exterior(2)0-0-0 to 3-0-7,I to orr((1)3-0-7 ffto 14-0-0,;B=45ft; Exterior(2)14-0-0 fto ��.0`,�PEL S.•nip Ile. 21-1-1,Interior(1)21-1-1 to 30-4-8 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; .� \G G E N '/O"" Lumber DOL=1.60 plate grip DOL=1.60 : �.•••\\ s'••'• i 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. No 53681 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : * will fit between the bottom chord and any other members. — • 6)Refer to girder(s)for truss to truss connections. 'a :Cr Z 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) q 4[/ 8=319,1=319, • ; �. ; iiiiiiiiiiios Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED TEK REFERANCE PAGE M9.7473 rev.10/03/2015 BEFORE USE. tut MI Design valid for use oNy with Mitek®connectors.this design is based only upon paras ieters 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 possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANWYPII QualyClhdo,D5B-69 and BCS/BuDdMg Compos n, 6904 Parke East Blvd. Safety illblmofbnivalabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply T14469218 15136T0 T38 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:39 2018 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-15p9JkNdcSgnMY1 nsfv4dtbSpUOhFgc6yjVS13z?qbU 7-8-9 15-4-12 22-8-14 30-4-8 7_S-9 I 7-8-3 7-4-2 I 7-7-10 5x6= Scale=1:53.2 6.00112 3 16 19 6x8 6x8 4 2 o O. :4,1 cii 0/o 17 is 20 G: 4x5 5 1 ,0 6 a 9 8 7 4x6 II 2x4 I I 7x10= 2x4 El 4x10 II 7-8-9 15-4-12 22-8-14 30-4-8 I 7-8-9 7-8-3 7-4-2 7-7-10 Plate Offsets(X,Y)-- (1:0-0-1,0-0-31,(1:0-0-3,0-5-01,[1:0-2-8,0-0-111,(6:0-5-13,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 i Vert(LL) -0.11 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.26 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:148 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 8-5-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-8,4-8 WEDGE Left:2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1215/0-5-8,6=1215/Mechanical Max Horz 1=192(LC 11) Max Uplift 1=-319(LC 12),6=-319(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2068/641,2-3=-1440/534,3-4=-1430/535,4-6=-1951/617 BOT CHORD 1-9=-465/1766,8-9=-466/1764,7-8=-432/1659,6-7=-431/1660 WEBS 2-9=0/290,2-8=-686/301,3-8=- 06/769.4-8=-591/268,4-7=0/256 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=30ft;eave=oft;Cat. ,0‘11I1111/11�' II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 15-4-12,Exterior(2)15-4-12 `�0 PSt S M de� to 18-5-3,Interior(1)18-5-3 to 30-4-8 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown; s� '9 ,j Lumber DOL=1.60 plate grip DOL=1.60 ��s�;•• GENS..`'/�°.� 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 No 53681 will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=319,6=319. TA ' ,gF .' . •<`ZOR1'0`.`,•.0,--,\ ,,. ''''ss/ONA-`v %sN. X11111 Michael S.Magid PE No.53681 Welt USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 Q WARNING-Verily 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 MITekS)connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAMS1//1II QuallyCrhrb,DSB-89 and BCSI Buldhg Component 6904 Parke East Blvd. Safely 6rlbanaRapvdiabte from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandrio,VA 22314. Tampa.FL 33610 Job Truss Truss Type ' Qty Ply T14469219 15136T0 T39 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:40 2018 Page 1 I D:?9jtoW xOG 1 O Ek3C I?d BMoszBOOu-m HNXW 4OFMIoe_iczQNQJA58keuKg_5rFANE?ZVz?qbT 7-0-0 10-0-0 15-4-12 20-9-8 23-9-8 30-9-8 7-0-0 3-0-0 5-4-12 5-4-12 3-0-0 7-0-0 Scale=1:52.1 6x6 ` 4x10= 6x6 II 3 19 20 4 21 22 5 6.00 12 i- • O ti 2x4\\ 2x4// 2 6 18 `4 / \ .' 23 a n 17 24 7 g Io 10 9 e 4x6 4x10= 6x6= 4x10= 4x6 II 10-0-0 15-4-12 20-9-8i 30-9-8 10-0-0 5-4-12 5-4-12 10-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-0],[1:0-2-12,0-0-111,[7:0-0-1,0-0-3],17:0-0-3,0-5-01,17:0-2-12,0-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.19 8-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.40 8-16 >922 180 BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(CT) 0.08 7 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1232/0-5-8,7=1232/0-5-8 Max Horz 1=-127(LC 10) Max Uplift 1=-323(LC 12),7=-323(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2073/766,2-3=-1834/721,3-4=-1604/679,4-5=-1604/679,5-6=-1834/721, 6-7=-2073/766 BOT CHORD 1-10=-601/1775,9-10=-538/1819,8-9=-538/1819,7-8=-590/1775 WEBS 2-10=-304/241,3-10=-188/602.4-10=-402/161,4-8=-402./161,58=_188/602, 6-8=-304/241 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,,++1111 1 1//,ii 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=31ft;eave=4ft;Cat. ,`�% PEL S. A'740 II/� II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-15,Interior(1)3-0-15 to 10-0-0,Exterior(2)10-0-0 ,� •........ e, • to 14-4-4,Interior(1)14-4-4 to 20-9-8,Exterior(2)20-9-8 to 25-1-12,Interior(1)25-1-12 to 30-9-8 zone;end vertical left and right ,•N�\G.• G E Ns F. /40• exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i • 3) Provide adequate drainage to prevent water ponding. No 53681 • 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)except Qt=lb) =10 4010"" 1=323,7=323. �• T •- • • • ,11, '/O • NAk.- n1111+ Michael S.Magid PE No.53681 MITek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa R 33610 Date: July 3,2018 a.a. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not mil. a truss system.Before use,the building designer must verity the appllcablity 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 MiWek 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,seeANNSI/IPII QuallyC,Mrb,DSB-89 and BCSI Bolding Compon.nt 6904 Parke East Bird. Safely ydonnalbnavallable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T14469220 15136T0 T40 Roof Special 1 1 [Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:42 2018 Page 1 I D:?9jto W xOG1 OEk3Cl?d BMoszBOOu-igV lxmPVuN3MD?IMXoTnFW D_Ci3AS1 TYehj6eOz?qbR 8-0-0 15-4-5 19-4-0 21-0-12 24-9-8 30-9-8 8-0-0 I 7-4-5 3-11-11 1-8-12 i 3-8-12 6-0-0 Scale=1:53.0 3x6= 7x10= 2x4 I. 4x6% 5 6x8= 6.00 12 2 3 m 23 2x4// ix 20 21 ®i 22 4 7 19 ., 18 24 a v 1 8 le III• Ai lEr. 11 10 9 5x6 2x4 I 7x10= 4x5= 4x6 II 8-0-0I 15-4-5 19-4-0 22-8-11 30-9-8 8-0-0 7-4-5 3-11-11 3-4-11 8-0-13 Plate Offsets(X,Y)-- [1:0-0-3,0-5-01,11:0-0-1,0-0-31,12:0-4-8,0-2-01,j4:0-0-12,Edge1,15:0-3-0,Edge1,16:0-3-12,0-1-41,18:0-0-1,0-0-31,18:0-0-3,0-5-01,18:0-2-8,0-0-111 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.66 Vert(CT) -0.28 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:149 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 7-10-7 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1232/0-5-8,8=1232/0-5-8 Max Horz 1=123(LC 11) Max Uplift 1=-323(LC 12),8=-323(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2061/698,2-3=-2284/861,3-4=-2284/861,4-6=-2147/807,6-7=-1963/716, 7-8=-2112/722 BOT CHORD 1-11=-518/1746,10-11=-516/1751,9-10=-506/1780,8-9=-556/1811 WEBS 2-1 1=0/=03,2-10=-206/618,3-10=-479/282,6-10=-215/699,6-9=-8/275 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=31ft;eave=4ft;Cat. 001111111/14 II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-15,Interior(1)3-0-15 to 8-0-0,Exterior(2)8-0-0 to S. PEL S M 1'0, 11-0-15,Interior(1)11-0-15 to 21-0-12,Exterior(2)21-0-12 to 24-1-11,Interior(1)24-1-11 to 30-9-8 zone;end vertical left and right ,1. ,4 I, exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��_�AA\G ••C E N��••.w• '. 3)Provide adequate drainage to prevent water ponding. C'...•\-\ S ' .•• •• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. g No 53681 I. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • * • •: will fit between the bottom chord and any other members. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=323,8=323. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. •. k • �` i ',,��ky r, .......N A -, 4, h. "IIIIIIIIII' Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 is Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10,13/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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.seeANSIIPI►Quality CrBIda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salary informaffotrivallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T14469221 15136T0 T41 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:43 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?dBMoszBOOu-Bs3g86Q7fgBDr9KY5V_OojmAZ5KDBJzitLTfAgz?qbQ 3-4-7 6-0-0 9-9-15 13-4-5 1316-1 17-4-0 21-0-12 23-9-8 30-9-8 3-4-7 2-7-9 3-9-15 3-6-7 0-11-12 3-9-15 3-8-12 2-8-12 7-0-0 Scale=1:53.0 5x6= 8 NAILED NAI7x1OLED 2x4 14x10= 7x6 70.00.0000... 9 4// 6'00 12 4 NAILED 5 6 7 2x4 <11114'4ia .1 I .we...xi,.n r ,r r y 4x5 4x6 3 10 2 4x5 v rr 1 v 11 d o uli F? nr T . io 27 16 28 15 29 14 13 12 JUS24 4x5= 8x12 MT2OHS= 3x8 I I 8x12 MT2OHS= 6x8= 6x6 I I 7x10= NAILED NAILED NAILED THD26 6-0-0 9-9-15 13-6-1 17-4-0I 21-0-12 30-9-8 6-0-0 3-9-15 3-8-3 3-9-15 3-8-12 9-8-12 Plate Offsets(X,Y)-- (4:0-4-8,0-2-0],[11:Edge,0-0-5],(13:0-6-0,0-3-0],(14:0-4-4,0-1-8],[15:0-5-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.33 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.60 14-15 >606 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr NO WB 0.97 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS`Except* TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc purlins. 4-7:2x4 SP No.1,7-8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing. BOT CHORD 2x4 SP SS*Except* 11-13:2x4 SP No.1,13-15:2x6 SP SS WEBS 2x4 SP No.3`Except* 7-12:2x6 SP No.2 SLIDER Left 2x4 SP No.3 2-6-0,Right 2x4 SP No.3 3-0-0 REACTIONS. (lb/size) 1=2732/0-5-8,11=1902/0-5-8 Max Horz 1=120(LC 7) Max Uplift 1=-844(LC 8),11=-542(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-4548/1439,3-4=-4715/1478,4-5=-6038/1881,5-6=-6022/1871,6-7=-5532/1696, 7-8=-3185/983,8-9=-3164/994,9-11=-330311004 BOT CHORD 1-16=-1194/3891,15-16=-1237/4227,14-15=-1901/6558,13-14=-1896/6543, 12-13=-1559/5467,11-12=-794/2872 WEBS 4-16=0/251,7-13=-250/812,8-12=-769/2546,9-12=-261/251,6-13=-1453/491, 3-16=-1683/4138,6-14=-318/1194,5-15=-368/251,6-15=-708/195,7-12=-3534/1126, ,,,,,NPL 111/ii Ill NOTES- ,.`���;. . G•E•M SF•G/6°0 1)Unbalanced roof live loads have been considered for this design. •� 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=31ft;eave=4ft;Cat. = No 53681 II;Exp C;End.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 • 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :-0 CC Z 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 • , LC/ will fit between the bottom chord and any other members. ...• *��J 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) T�•;•C( O R `Q P;• \ ,`�� 1=844,11=542. #j ........ \\.' 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-0-12 from the left end to connect truss(es)to 'i ss/• •�\os� front face of bottom chord. �"Il�N Al-`%,1% 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 11-8-4 from the left end to connect truss(es)to front face of bottom chord. Michael S.Magid PE No.63681 10) Fill all nail holes where hanger is in contact with lumber. MITek USA,Inc.Fl.Cert 6634 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 6904 Parke East Blvd.Tampa FL 33610 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Date: July 3,2018 1/4Continued on Daae 2 mi.. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekv connectors.This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems.seeAN31/1P11 Quality Criteria,DSB-89 and IN=Bolding Component 6904 Parke East Blvd. Safety tendon nattanavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312-Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type } Qty Ply T14469221 15136T0 T41 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:43 2018 Page 2 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-Bs3g86Q7fgBDr9KY5V_OojmAZ5KDBJzitLTfAgz?qbQ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-7=-60,7-8=-60,8-11=-60,17-21=-20 Concentrated Loads(lb) Vert:4=-97(F)15=-60(F)16=-60(F)5=-97(F)25=-97(F)27=-349(F)28=-60(F)29=-1385(F) V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an individual building cornponent 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 knkrry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPII Ovally Climb,DSD-19 and SCSI Buldbry Campania), 6904 Parka East Blvd. Safety kdonnatbncivdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type b ' Qty Ply T14469222 15136T0 T42 Monopitch Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:44 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?d BM oszBOOu-f2c2MSRIQ_J4SJvkfCV FKxIOVVj6wrXr5?CCjGz?qbP 6-0-0 6-0-0 Scale=1:22.5 3x6 i 2 6.00 7 1 1 11 im u lim 8 43x5// 9 3 kmp' JUS24 JUS24 6JUS24 x6= 2x4 II 3-2-12 6-0-0 3-2-12 2-9-4 Plate Offsets(X,Y)-- [1:0-0-3,0-0-11,(1:0-5-0,0-0-31,[1:Edge,0-3-1],[2:0-2-8,0-1-8],[4:0-2-8,0-1-0] , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.70 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=1405/Mechanical,1=1290/0-5-8 Max Horz 1=120(LC 8) Max Uplift 3=-428(LC 8),1=-324(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1405/344,2-3=-938/326 BOT CHORD 1-4=-347/1187 WEBS 2-4=-534/1828 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45th L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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. ,001111M/14� 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 ,s EL S. Il will fit between the bottom chord and any other members. ,:' x.P M,9 lilt will 4)Refer to girder(s)for truss to truss connections. `•s_�_�$J•••�C E N S''• 7,6-- 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) r'•• V '••• 3=428,1=324. No 53681 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from the • left end to 5-0-12 to connect truss(es)to front face of bottom chord. • * * 7)Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .-S. 0 CC;.24.14124.47@0.,CI,' LOAD CASE(S) Standard i 0 • 4/ 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i,�• •;C( O P••. �� Uniform Loads(plf) ,, ,o•'• R , • �?`• Vert:1-2=-60,3-5=-20 '1i S/ON Al-��%`• Concentrated Loads(Ib) Alli l l! 1111♦ Vert:4=-742(F)8=-742(F)9=-744(F) Michael S.Magid PE No.53681 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t N A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/032015 BEFORE USE. mit Design valid tor use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,seeAN31//1n1 Quay Criteria,DS 49 and COSI IUfdi g Component 6904 Parke East Blvd. Safety Informatonavdtade from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply T14469223 15136T0 T43 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:45 2018 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-7FAQZoSOBI Rx4TUxDw0Ut8rapv3gfOb_KfymFiz?qbO 7-0-0 9-8-12 12-5-8 19-0-8 7-0-0 2-8-12 2-8-12 6-7-0 5x6= Scale=1:34.6 3 04 2x4's 2x4// 6.00172- 4 2 16 15 4x5 5 1 A._4116 _N T Icct 7 3x8 I I 7x10= 3x8 I I 9-8-12 19-0-8 9-8-12 9-3-12 Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[1:0-0-3,0-5-0),ft:0-0-1,0-0-31[6:0-3-4,0-4-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.14 7-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.30 7-14 >761 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) 0.02 1 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:85 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 6=762/Mechanical,1=762/0-5-8 Max Horz 1=112(LC 11) Max Uplift 6=-200(LC 12),1—200(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1119/398,2-3=-891/369,3-4=-879/365,4-6=-1072/390 BOT CHORD 1-7=-261/933,6-7=-247/895 WEBS 2 7=-34-/235.2-7=-270/683,4-7=-288/210 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. ,,�k% 11I I1I��' II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-12,Exterior(2)9-8-12 to ,��� P1L S A.�II� 12-6-9,Interior(1)12-6-9 to 19-0-8 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; ," .................... -• 'Q��j Lumber DOL=1.60 plate grip DOL=1.60 sS *,N•••• G E•N SF.••/�'e 3)This truss has been designed for a 10.0 psf 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 • No 53681 will fit between the bottom chord and any other members. •• • • 5)Refer to girder(s)for truss to truss connections. *• •; Job Truss Truss Type ' I Qty Ply T14469224 15136T0 T44 Common 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:46 2018 Page 1 I D:?9jto W XOG1 OEk3CI?d BMoszBOOu-bRkpn8SOybZnid37mdXj PM NmiJN6OrS8ZJhJn9z?qbN 7-0-0 9-8-12 12-5-8 19-5-8 7-0-0 2-8-12 2-8-12 7-0-0 5x6= Scale=1:34.8 3 2x42 2x4// 6.00 12 4 AJ 4r J: 13 14 5 1 p II i , , , to 6 3x8 II 7x10= 3x8 9-8-12 19-5-8 9-8-12 9-8-12 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,11:0-0-3,0-5-01,[1:0-3-8,Edge],[5:0-0-1,0-0-3],[5:0-0-3,0-5-0],[5:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.13 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.27 6-9 >855 180 BCLL 0.0 * Rep Stress Ina YES WB 0.28 Horz(CT) 0.02 1 n/a nia BCDL 10.0 Code FBC2017/TPI2014 I Matrix-MS Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=778/0-5-8,5=778/0-5-8 Max Horz 1=-114(LC 10) Max Uplift 1=-204(LC 12),5=-204(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1158/409,2-3=-930/380,3-4=-930/380,4-5=-1158/409 BOT CHORD 1-6=-262/967,5-6=-263/967 WEBS 3-6=-291/747,4-6=-342/236,2-6=-342/236 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(])3-0-0 to 9-8-12,Exterior(2)9-8-12 to ,,WWII/pit 12-6-9,Interior(1)12-6-9 to 19-5-8 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions `,�� K .L $ 444/1,,,,,,,,, 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. •% ‘S`.1., ••\C•E•N s�. /0• 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. No 53681 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • * • •: 1=204,5=204. • — :::11.. .--A•A'c7‘).* •▪tti:: Michael S.Magid PE No.63681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 pa 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design 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 ktlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN31/IPII Quality C,Mrla,055-89 and SCSI Suldhg Component 6904 Parke East Blvd. Safety hfoenaBomvaliable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type .. Qty Ply T14469225 15136T0 T45 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:47 2018 Page 1 I D:?9jtoW xOG1 OEk3CI?d BMoszBOOu-3dIB_TTejvheJmeJKL2yyZwp?jmo7LoHnzRtJbz?qbM 8-0-0 11-5-8 19-5-8 8-0-0 3-5-8 8-0-0 Scale=1:32.5 6x6 t\ 6x6 // 2 3 0 6.0012 14 15 16 N- 13 y 4 1 I C e o 6 5 H 3x8 6x6,---- 2x4 I I 3x8 H 8-0-0 11-5-8 19-5-8 8-0-0 3-5-8 8-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],11:0-0-3,0-5-0],(1:0-3-8,Edge],[4:0-0-1,0-0-3],]4:0-0-3,0-5-0],(4:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.27 5-12 >870 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.39 5-12 >595 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.04 1 n/a n/a BCDL 10.0 Code FBC2017iTP12014 Matrix-MS Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=778/0-5-8,4=778/0-5-8 Max Horz 1=94(LC 10) Max Uplift 1=-204(LC 12),4=-204(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1118/438,2-3=-913/452,3-4=-1118/438 BOT CHORD 1-6=-264/913,5-6=-263/918,4-5=-263/911 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 15-8-7,Interior(1)15-8-7 to 19-5-8 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions `,►►►1►►I►I I>I�4'' shown;Lumber DOL=1.60 plate grip DOL=1.60 `'► eL S. I,, 3)Provide adequate drainage to prevent water ponding. ,,• G�P Mq,ee 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•%.._ .••\C E•N S'.�./O•i� 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 53681 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) = * * ► 1=204,4=204. * , E oe' Ei T.Afp c� .. � • • cORO . C\ • .�4 • , , °N AL Ess% Michael S.Magid PE No.63681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 r. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MO-7473 rev.101032015 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 applicabtity 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,seeAN31/IPII QualyC,Nda,05849 and BCSI AuWtip Componanf 6904 Parke East Blvd. Safofyhsfbmtaffonavallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type Oty Ply T14469226 1513670 1T46 Hip Girder 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:49 2018 Page 1 I D:?9jtoW xOG 1 O Ek3C I?d BMoszB00u-?OQxP9VuF W xMZ4oiSm5Q1_?GLW OBbEnaFGwzOUz?qbK 6-0-0 9-8-12 13-5-8 19-5-8 6-0-0 3-8-12 3-8-12 6-0-0 Scale=1:32.7 NAILED NAILED 7x10 NAILED NAILED 2x4 H NAILED 7x10 2 15 16 3 17 18 19 4 6.0012 12 U U U U U ll r d r t%� 5 ralITI 1 �� 1 nn °n7 �n �n to20 B 21 722 23 :-1--I 24 C 5x6 II JUS24 7x6_ NAILED 4x10= NAILED 2x4 II JUS24 5x6 II NAILED NAILED NAILED 6-0-0 9-8-1213-5-8 19-5-8 6-0-0 3-8-12 3-8-12 6-0-0 Plate Offsets(X,Y)-- [1:0-0-3,0-5-01,11:0-0-1,0-0-31,[2:0-4-8,0-2-01,[4:0-4-8,0-2-01,[5:0-0-1,0-0-3),15:0-0-3,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.12 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.19 8-11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.18 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:89 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1518/0-5-8,5=1524/0-5-8 Max Horz 1=71(LC 7) Max Uplift 1=-490(LC 8),5=-492(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2523/826,2-3=-2492/847,3-4=-2492/847,4-5=-2536/829 BOT CHORD 1-8=-657/2182,7-8=-660/2202,6-7=-663/2214,5-6=-660/2194 WEBS 2-8=-80/474,2-7=-134/473,3-7=-473/310,4-7=-131/458,4-6=77/482 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;Encl.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ```�r+111111lt,,�' 3)Provide adequate drainage to prevent water ponding. . N L S. A e,� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � Ai e, 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 `,•�_\G.�\CEN S'.�/0�0.. will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) ••• NO 53681 1=490,5=492. 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 11-4-0 oc max.starting at 4-0-12 from the left end to 15-4-12 to connect truss(es)to back face of bottom chord. * 8) Fill all nail holes where hanger is in contact with lumber. 7.'0 X Z 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. �••IL/• 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .O os „..0 A'•• •�4, OR \v.. \ • `�. LOAD CASE(S) Standard 0, s • \C.?$$ • 1) Uniform fdrmRoodLi(elf(balanced):Lumber Increase=1.25,Plate Increase=1.25 '11—/ON A"MIM,,;,,`‘`N Vert:1-2=-60,2-4=-60,4-5=-60,9-12=-20 Concentrated Loads(Ib) Michael S.Magid PE No.53681 Vert:2=-97(B)4=-97(B)8=-60(B)6=-60(B)16=-97(B)17=-97(B)18=-97(B)20=-349(B)21=-60(B)22=-60(B)23=-60(B) MITek USA,Inc.FL Cert 6634 24=-349(B) 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 r A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10103/2015 BEFORE USE. ma 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/IPII QuallyCdleda,DSI-89 and PCS Buldhp Component 6904 Parke East Blvd. Safety lrlbima/bnavailable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply T14469227 15136T0 VO1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:50 2018 Page 1 I D:?9jto W xOG t OEk3C I?dBMoszBOOu-TC_JdVV W 0g3DBEN u?TcfaCYX2wxBKjukUwfXwwz?qbJ 3-7-8 3-7-8 Scale=1:8.8 2 4.00 12 2x4 I •� i i i�iiii�.'.'.'.:::'i::::•.•iidii1•ii•.'.'.'.•.•.❖.• %%%%%%%%%%%%%%%%%����.•i i i i ii i ii i i i'i'i i i i�i iiiiiiiiiiii' ��••••••••�••••••��•••••••••••••••••••••••••••••••••••••��•iiiiO4.00PPPPP�iOii•iOi00000000J0 •:iiiii0��•�•i�•Ji i��ii i i i i i i i•?ii0•i•�•�•�•�•�•Ji i i i i i i iii•�•�•�•�•�•�•Ji•�11L i i i i�iii•�•ii•�•�•i•�•�•i ii i i ii1•ii iii iii 3 2x4 s 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell 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 0.07 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/TP12014 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-8 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=102/3-6-12,3=102/3-6-12 Max Horz 1=35(LC 12) Max Uplift 1=-21(LC 12),3=-33(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;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 cst bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ,`11111111/////' NO` p,seL S. No 53681 7t; * • -v 6i 4i0 N A' oNs Michael S.Magid PE No.63681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: July 3,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.1010302015 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 balding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MII ; 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,seeAMSUIPII QualyCdteda,DSB-89 and SCSI Balding Companion,' 6904 Parke East Blvd. SafelyhMonnallonavallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Ifruss Type F Qty Ply T14469228 1513610 V02 GABLE 1 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8 220 s May 29 2018 MiTek Industries,Inc. Tue Jul 3 10:30:21 2018 Page 1 Scale=1:16.4 ID:?9jtoWxOG1 OEk3CI?dBMoszB00u-PnmUTazg1 B8yt9ishKcb4zgp_vY9_sz??hT0cdz?pc0 9-2-0 9-2-0 7-11-9 5 3.0012 • 4 ill 3 10 IN 2 I II mi 1 1 L_1 a _ I 9 8 7 6 3x4 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.09 Vert(LL) rl/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 I WB 0.05 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix-P Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 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 9-2-0. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE 9 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (Ib)- Max Horz 1=75(LC 8) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY Max Uplift All uplift 100 lb or less at joint(s)1,6,7,8,9 GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Gray All reactions 250 lb or less at joint(s)1,6,7,8,9 QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. 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=5.0psf;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)2-4-10 to 5-2-0,Interior(1)5-2-0 to 9-0-4 zone;C-C for members and forces&MW FRS 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. 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 ,/.%%11111111, will fit between the bottom chord and any other members. ��� EL .S. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6,7,8,9. ,�� �P M4:,;,/.0j, .` G ••�G.E S ,,,i LOAD CASE(S) Standard : •.�\. 4 .• ..• • No 53681 *: :* 1....0*„0 -- :�� T .,A :c. 0RI0 .'c• `� i. F� ,'1/`''/OfVAtt`- s,N. Michael S.Magid PE No.63681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t, __ A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1911-7473 rev.10/032015 BEFORE USE. Design valid for use oily with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual balding component,no . 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 Qualify C,Nrb,DSB-89 and BCSI Balding Compon rt 6904 Parke East Bled. Safely Idarmalla trvdlabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandrta.VA 22314. Tampa,FL 33610 ,Job Truss Truss Type Qty Ply T14469229 15136T0 V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:51 2018 Page 1 I D:?9jtoW xOG1 OEk3C1?dBMoszBO0u-yPXigrW 8n8B4o0x5ZB7u6P5gdKGv3A8tiaP4SMz?qbl 5-2-0 5-2-0 Scale=1:9.7 2x4 I I 2 3.00 12 4 is d :•:•".•.::' ::::•::•::::❖:•:•.❖:❖.❖:•.❖:❖.•:❖".•.:::::::::::::❖:•:❖:•.❖:❖:❖:❖:❖:•:❖:•:•".❖.•:::::::•:•:❖:•:❖:••••❖•❖:❖:❖:❖.❖:•".•.::::: •••••••.iii•.::::::::•ii ii'i ii ilii i ilii��i0❖i i•.::::::::::i i i i i i iiiiii❖.O❖.•i ii❖i i.•.O•.4:::::::i4 ii•.•iiii i iiiiii•.❖.•.•.::•.:::: 3 3x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d 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 0.17 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 I Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-0 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=151/5-1-0,3=151/5-1-0 Max Horz 1=43(LC 8) Max Uplift 1=-42(LC 8),3=-53(LC 8) 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=5.0psf;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)1-3-0 to 4-3-0,Interior(1)4-3-0 to 5-0-4 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 beer designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ,1111111111,111, PEL S. AA • NG 'yvG E N3'• .0'•, No 53681 *: :* * - =-o. 4 TE .•• 0' '• p R t,O ������ '4 o N A� �`•. Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 � r 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 trusses and truss systems,seeANSIIIPI1 Qualify Criteria,D5849 and BCS/Building Compon.nt 6904 Parke East Blvd. Sably bs omraIonavallabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply T14469230 ,15136TO VO4 Valley 1 1 I j I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:52 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-0b541 BXnYRJxQYWH7ue7fddpCkaeocLOxEBe?oz?qbH 11-0-0 22-0-0 11-0-0 I 11-0-0 Scale=1:35.0 6x6 II 3.00 12 3 2x4 lel 11 2x4 it 4ci N9r V12 1w tel 5 1 e r a 3x5% 8 7 6 3x5 2x4 6x6= 2x4 H 0-1-0I 22-0-0 0-1I-0 21-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a - ria 999 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:69 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 REACTIONS. All bearings 21-10-0. (lb)- Max Horz 1=38(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5,7 except 8=-174(LC 8),6=-174(LC 9) Max Gray All reactions 250 lb or less at joint(s)1,5,7 except 8=495(LC 21),6=495(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. W EBS 2-8=-362/222,4-6=-362/222 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=24f1;eave=4ft;Cat. II;Exp C;Encl.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)1-3-0 to 4-3-0,Interior(1)4-3-0 to 11-0-0,Ex'_•rior(2)11-0-0 to 14-0-0,Interior(1)14-0-0 to 20-9-0 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. `,1111111IlI,, 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 S. EL S. �'li will fit between the bottom chord and any other members. ,•% �P Mq �j' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,7 except `•:_\G.•\C•E•N s••.�/6 0 Qt=lb)8=174,6=174. i i No 53681 - * • - .13• II1111 N A�E%0`• —iiitisi0 Michael S.Magid PE No.63681 MiTek USA,Inc.R Cert 6694 6904 Parke East Blvd.Tampa R 33610 Date: July 3,2018 _ A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10603/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design B based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall T building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing !MeV is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPIl QuaNyCNhrla,058-89 and SCSI Suldhy Component 6904 Parke East Blvd. Safely hdannaflanavdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply T14469231 15136T0 V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:53 2018 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-unfSFXYPJIRo2h5Thb9NCgAzO7uyX2VAAuuBXFz?qbG 7-0-0 14-0-0 7-0-0 7-0-0 Scale=1:22.2 6x6 I I 3.00 12 2 5 =_ 6 isolli _ 3 Y I �� • _w o o _ - -o o� . ... ... ................................!:!:i!:! :ll :!:l:w!:::::!:::ill:::::1:':!:!:•i!:wll : :!:::::::ll:'•!� O ....l:li!i'iw!:!:!:!:ill :ill :!:!:!:!:!:!:!:!:!:!:!:!:!:':!:!i!i'i:! :i!:!:!:!:!:!:!:!:!:!:!:!:!:!:!:!:ill:----•--!•!i'i�1�•.............. 3x5% 2x4 3x5 0-ii,0 14-0-0 0-91-0 13-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a - ria 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) n/a - n/a 999 BCLL 0.0 ` Rep Stress lncr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=193/13-10-0,3=193/13-10-0,4=534/13-10-0 Max Horz 1=23(LC 10) Max Uplift 1=-68(LC 8),3=-70(LC 9),4_126(LC 12) Max Gray 1=201(LC 21),3=201(LC 22),4=534(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-367/243 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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-3-0 to 4-3-0,Interior(1)4-3-0 to 7-0-0,Exterior(2)7-0-0 to 10-0-0,Interior(1)10-0-0 to 12-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.160 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. ``.+,11I I11I uIgi�' 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 ``� PEL S- M F4 will fit between the bottom chord and any other members. %% ,..•....... • q ,, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3 except(jt=lb) `•% •N .• C E N S�. /O,. 4=126. . No 53681 *: ,* ;;4...y:et 0-.1)• T 412IP ,,'44,S�0 N A�E 00% Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 • Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE A11.7473 rev.140311015 BEFORE USE. Design valid for use only with MITeke connectors.this design is based only upon parameters shown,and is for an kx9vidual 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,see/MI t/MI GuallyCsfesb,DS8.19 mW RCN BuIdh g Component 6904 Parke East Blvd. Solely I tonna/plpvdIabte from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14469232 15136T0 V06 Valley 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:54 2018 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszBOOu-M_DgStZ133Zffrgf EJ gck2j DQXHnGW tJOYdk3hz?qbF 3-0-0 6-0-0 3-0-0 3-0-0 Scale=1:10.9 3x6= 3.00 12 2 3 C:\ E:1 d �:':❖:•:•:❖:❖:•:':':•:':':❖:❖:❖:❖:'::':'::❖:':•:❖:•:•:❖::':':':':':':❖:•:❖:❖:•:•:i':':':':':':':❖:•:❖:•:•:❖::':':':•:::❖:❖:❖:• �����.�•••••••••• ��.'•-•-•.'••-.-••. =o i i•Oi iiiiii0•;'i❖:'�iii•OiiO•Oi ii01❖:i11•iiiiii01•ii.':•:O'iii0•iiii•Jii•:O❖:i'iiiiiiii•JOiii'Oii'?iiO•Oii•OJJi•O�•:':'Jii0•Jii•OOi•J'�':❖i0•iii0- 3x4= 3x4 0-1-10 6-0-0 0-1-0 5-11-0 Plate Offsets(X,V)-- [2:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 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 lncr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=140/5-10-0,3=140/5-10-0 Max Horz 1=-7(LC 10) Max Uplift 1=-37(LC 12),3=-37(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=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)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)1,3. .00111111111/11.� .�` PELS. M,9 �e, ENS •`V.0 • No 53681 Z. *: :* /yt 7. 1, �0NA�E`�.. Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/f-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 appilcabiity 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,seeAMSIIPII Caa/fyCNNrb,DSB-89 and BCM Building Component 6904 Parke East Blvd. satety Intomiationavallabie from Truss Nate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type F Qty Ply T14469233 15136T0 V07 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:54 2018 Page 1 I D:?9jto W xOG 1 OEk3CI?d8Mosz800u-M_DgStZ 133ZffrgfEJgck2jAgXHgGVhJOYdk3hz?qbF 9-2-0 10-6-0 9-2-0 l 1-4-0 4x5 II Scale=1:28.0 3 2x4 11 414 6.00 12 2x4 I I 9 2 � o 8 6I 1 w 1111 11 w 2x4 6 S 2x4 H 2x4 11 2x4 10-6-0 10-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 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 n/a BCDL 10.0 Code FBC2017/TP12014 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 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-5-8. (Ib)- Max Horz 1=151(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,6 except 7=-165(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5,6 except 7=415(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-7=-305/256 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3Ornph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 9-2-0,Exterior(2)9-2-0 to 10-4-4 zone;C-C for members and forces&MINERS 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. `.01111111/iii.' 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 ``% PEL S. A 1 ,e,' will fit between the bottom chord and any other members. ,. \' AQ� . 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6 except(jt=lb) � t$'".•••C E N s'• s-VO.�� 7=165. i No 53681 *: .* * .,..o.t.N\.'.....4:::...5.. :-o: : -......,..3: 1 ' T F Michael S.Magid PE No.53681 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2075 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,seeANS1/IPII Quail),Warta.DSS-19 and SCSI Au/ding Component 6904 Parke East Blvd. Safely idarmadonavdlable horn Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply T14469234 15136T0 V08 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:55 2018 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-gAnCgCZfgMhW H?FsoOCrHFFMTxe_?yyTdCNlb7z?qbE 7-2-0 8-6-0 7-2-0 1-4-0 4x5 I I Scale=1:23.2 3 iiiiii2x4 II 4 Al 6.00 FIT 9 2x4 I1 8 2 0 • N 1wIII I — — — 6o .!;555•:•:•i:::•i::❖:5555!:5555!;•:•iiiZZ;5.!.;%5:❖:•:•:❖:•:•:❖;Z!;•:•::•::•5555•:•:•:•:❖:S•:•:S•:5555k:s 1 7 6 5 2x4 2x4 2x4 H 2x4 H 8-6-0 8-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) 1/defl L/d 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 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress[nor YES WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P 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. All bearings 8-5-8. (lb)- Max Horz 1=110(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,6 except 7=-i38(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5,6 except 7=330(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. . WEBS 2-7=-255/255 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=1olrrrph;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)0-7-9 to 3-7-9,Interior(1)3-7-9 to 7-2-0,Exterior(2)7-2-0 to 8-4-4 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. ‘1111111,1 01 / 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 `��� PEL S. /��' will fit between the bottom chord and any other members. ,%• rN '9r, . 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6 except(jt=lb) � \•••.\CEN 5�.�•/O,� 7=138. • �� No 53681 *; :* _ ,..Azi4r;kt, • _ • • •• c(‘s•• •( OR +,•. �\`�. �i���S;ONAi���% Michael S.Magid PE No.53681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 Ng A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wel( is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANM/IPII OuaYyCthda,DSB-89 and ICSI Suftdh g Component 6904 Parke East Blvd. Safety/n/aNm tionavaliabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Qty Ply T14469235 15136T0 V09 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:56 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?dBMoszBOOu-I M LbtYaHbgpNvOg2M kj4pToUQLz4kQW css6r8az?qbD 5-2-0 6-6-0 5-2-0 1-4-0 4x5 I Scale=1:17.5 2 32x4 H 6.00 12 lel I 7 6 0 PIP- ll II Z O ; :•::::•:'::❖:•:❖.•:i:g::::::•::❖:•3i:K.❖.•:•.':::::::❖:•:❖:•:❖:❖:❖.❖:•:•:❖::❖:•:❖:❖:❖:❖:•:❖:3,i::' 5 4 2x4 G 2x4 H 2x4 I I 6-6-0 6-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 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 0.06 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=172/6-5-8,4=13/6-5-8,5=273/6-5-8 Max Horz 1=69(LC 12) Max Uplift 1=-41(LC 12),4=-36(LC 12),5=-43(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 5-2-0,Exterior(2)5-2-0 to 6-4-4 zone;C-C for members and forces&MFRS 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 6)will fit between the ttom chord and any other bers. Provide mechanicallcconnection(by of truss to bearing plate capable of withstanding100 lb uplift at joint(s)1,4,5. ���, et_ s. I a ll others) P P ,,O V\PEL S. /Wq i�', •NDN ••GENS •v'/p'.. No 53681 r �- TA O . ie'�ssi NA1-C��• `. Michael S.Magid PE No.63681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 MOM Ifil A WARNING-Verly design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ME-7473 rev.101132015 BEFORE USE. Design valid for use only with MITeke connectors.Trus 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 possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSfIPII Quay Canada,DSB-89 and SCSI Bu/dhg Component 6904 Parke East Blvd. Safetykdonnadonavdlabte from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss (Truss Type ' Qty Ply T14469236 15136T0 V 10 Valley 1 1 (Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:57 2018 Page 1 I D:?9jtoW xOG 1 OEk3Cl?d BMoszBOOu-mYvz5ubvM_y E W J PEwREJMgLj 1 ILBTt5m5W sOgOz?qbC 3-2-0 4-6-0 3-2-0 1-4-0 4x5 I I Scale=1:10.6 2 6.00 riT piu 3 2x4 I I 0 1 INA 1111II c, o 5 4 2x4 G 2x4 II 2x4 4-6-0 i 4-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl LAI 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 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 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=97/4-5-8,4=37/4-5-8,5=164/4-5-8 Max Horz 1=28(LC 12) Max Uplift 1=-28(LC 12),4=-24(LC 12),5=-26(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=5.0psf;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)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate gap 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 6)wil fit tween the ttom chord d any other bers. Prlovideemechanical connectionn of truss to bearingplate capable of withstanding100 lb uplift at joint(s)1,4,5. �� 0",t„",,1•ll (by others) PP J O SAN S. til q ��ii No 53681 • * -v:• : �= ,n-• ^- P 5°N Al .0% mut Michael S.Magid PE No.53681 MiTek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa R 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,The building designer must verify the applicability of design parameters and properly incorporate this design into the overall binding 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/►P1r Qually C,S.tb,DS8-119 and SCSI Ridding ComponaN 6904 Parke East Blvd. Safely P11bmia/fonavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss [Truss Type City Ply T14469237 15136To v11 1Valley 1 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 8.220 s May 29 2018 MiTek Industries,Inc. Tue Jul 3 09:40:15 2018 Page 1 1 I D:?9jto W xOG 1 OE k3CI?d BMoszBOOu-I U uSYFE7wH Hmmoz022?OoZK7fAcng KbYnOl K6rz?qL_ 1-2-0 2-4-0 1-2-0 1-2-0 Scale=1:4.9 2 ::� ❖:❖:❖:❖:•::.............❖.❖.❖....o........;.....;.❖.❖.❖.•...o........❖.;.❖.❖.............❖.❖.•.....•..a..::• ...............:::::::::❖:❖:❖:❖:❖::::::::::•:.::::❖:❖:❖:•::::::::::::❖:❖.❖:❖:::::........❖.❖.•.❖.❖..,......• ........❖...❖............❖.❖.❖.❖.•...•..........❖.❖.❖.•.❖.❖...•.........❖.❖.❖.❖.•....•......•...❖.❖.❖.•:.....:;.• ♦:::::::i���i•�11��•❖••••••••�11���1�.����•••••••••••••••••r•1���1�����������1••••••••�1����1���••••••••••❖•••!•��������•1�♦ •i i i i i i������••••••••••••••••�i i i���������•i•••••••••••• •;•••�•�•i i i��������•❖•••••••'••••••••••i i i��1 i��•'•'•••'•'•••!•••i�••••i��•�•�• ��;;;;;••••••••••••�•:is;;;;;;;•••••;•;•;K: :**** ��1 : •*••••••***��;;;;K 1;;;K:•;•;•••••;•••••M:•i•'•' :••;;;••:::.:• :::::::••••:::••••::::::::::::::::::••••:••:::::::::�1����••••••••••••••••••••��•��������••••••••••••••••••••••���•••••�������••••••ice••••� 2-4-0 2-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 1 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 1 >999 180 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a Code FBC2017/TP12014 Matrix-P Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Sheathed or 2-4-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=52/2-4-0,2=52/0-3-8 Max Uplift 1=-38(LC 8),2=38(LC 8) 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;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)Provide adequate drainage to prevent water ponding. 3)N/A 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 1 and 38 lb uplift at joint 2. s.,`,t%IIIIIII,,,;, No 53681 yt; ;fir .3.4s440-ek (‘ 4. ss/,O N Ai ECS N. Att Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 4 I 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 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/IPII Quality Cdteda,DSB-89 and SCSI adding Component 6904 Parke East Blvd. Safety Sr/otmary0navailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply T14469238 15136T0 V12 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:58 2018 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszBOOu-EITLI EcX7H448T_RT9IYvuttK8gnCKtvJAbyCSz?qbB 3-7-0 3-7-0 Scale=1:11.8 2 2x4 11 6.00112 . 1 ■ ■ o f-���4L4��L0•���40•����1•:�pi i -i i O��i00 i i•••ii❖•••'.•:•••'.:i i �i i-0�4.O��OP��;�O��%��� ,,❖::•OOJ::O❖JJJJJJJ:•JJ.❖:i•�❖:❖�O ii0•Oi0•�•Oii•�•Ji❖A❖:•i•❖:•�•i•Oii•Oii•OOiO•00 3 2x4 2x4 11 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) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999 BOLL 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 3-7-0 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=112/3-6-8,3=112/3-6-8 Max Horz 1=58(LC 12) Max Uplift 1=-15(LC 12),3=-44(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=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)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 oast bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. �G•�,\GEN s'•.v/6 '.% No 53681 *: •:* * �0 N A���0%:�• T E '• * • •', ss 00% �sf Michael S.Magid PE No.53681 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mileke connectors.This designs 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 posabie personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI//p11 QuaMyC,Ntb,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safely Bdonnayonavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312•Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 714469239 115136T0 V13 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 3 08:22:59 2018 Page 1 I D:?9jto W xOG 1 OEk3C I?d BMoszB00u-jxojVacAubCxmcZd 1 sGnR5Q4BYOHxn62YgLVkvz?qbA 1-7-0 1-7-0 Scale=1:6.7 6.00112 2 1 y•��O•ii•ilii•••OOi•�Oi••••••••S•iii•iiiiiiiiii••id�`o��d••O•••: J•::i i�i i i•��i 0���•O•��000�PPOi�i i i�i i i Oi i OP�'0�1•��O�i 00� pin•iii•.OOH OOO�i00�•DOOP�i•11 iii•ii•id'00�0•�.POO �4�iiiiiiii i iii i ii i iiiiiiii i i•�::•i:::i i i� i i n'O.'iii •i i i i i i ii0.OPOOOOOPO00••O•��•�•�•�'�'�OPPP�POP.�000•.: :❖:•:••••• •PPOOOPOOPPO000••.•0000••0 4•••.P�.��������.c •O OiP MOPP��P�•�•�00•�•�•4•O•�O•�•�SO•��P:::::::::, ••ii%%%%%%%%���0 PP•O.O�•O•••00�•.00i O�•000••1�OPO•POOi�� •�••• •PP�SOP�X000�X000•��•�•���•�•�•���•�•�•��POPi,•,�O�0.� •Oi i1•i iii•00.0.00••000•.000 00�010 0�1•�0�",00'0��.'�•• ':•:';•iiiiiiiiS•iiiS0❖::•:OP000000.40•0�01•ODO000�',�•PPP.%SPO •POPOOOOOOOOOOOOP0�1•���0'00��••P.•PPS •�i i%ilii%ii•%%ii•%i ii• POP��POJOO.O.00P�����00•�•"•••:••i.•.•.:•. ;0;.;•••••0.0 00••AO AO••00 0•.00•.P00000••00.01;.!•y.0•••.. •...•.PO00000•l�100000�1�lOOOPPOOPO•!w•OPOOOOS!�AIOa,ww100•!�!0•!. 2x4 3 1-7-0 1-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 1-7-0 except(jt=length)3=0-3-8,3=0-3-8. (Ib)- Max Horz 1=20(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,2 Max Gray All reactions 250 lb or less at joint(s)1,2,3,3 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;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.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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. .01111111# .. .. G SC• ENSF .v'/p''• i • No 53681 - '0)27;1r e,//ON AN I O P '\�`�� ''ss��NA1-� �`�� 1 //111111111 Michael S.Magid PE No.63681 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10,03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and is for an IndtNdual 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,seeANNVIPII CtralyCrMNb,DSB-89 and SCSI building Compon.nt 6904 Parke East Blvd. Sandy In/otmaSaliavdtable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 34" Center plate on joint unless x,y 6-4-8 dimensions shown in fit-in-sixteenths Failure to Follow Could Cause Property /4 (Drawings not to scale) offsets are indicated. Damage or Personal Injury MEEDimensions are in ft-in-sixteenths. ilk Apply plates to both sides of truss and fully embed teeth. 2 3 1. Additional stability bracing for truss system,e.g. diagonal or X-bracing,is always required, See BCSI. TOP CHORDS 0 h i, 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves Allirmo 1111/11,14 cd 4 may require bracing,or alternative Tor I _EIM 0 o bracing should be considered, Iii _ O 3"r 3. Never exceed the design loading shown and never o ;J stack materials on Inadequately braced trusses, O4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C'_s C5-6r— 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. expressly retardantnote ,preserves ve treaten Is not d,or greenplicable for use withlumber. ICC-ES Reports: 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 IP 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 41.11111111 16 Do not cut or atter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTekSl All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NEI IIIIIII ,F0 18.Use of green or treated lumber may pose unacceptable _� environmental,health or performance risks,Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal MI 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. Nl iTelke BCSI: Building Component Safety Information, 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