Loading...
AHERN ST TOWNHOMES trusses -- a..` mils Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss deSsuls rely on lumber values established by others. MiTek® RE: J170770 - Ahern Townhomes MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Urban Partners Project Name: Ahern Townhomes Model: Lot/Block: Subdivision: Address: 331 & 329 Ahern St. City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Luis A. Pontigo License #: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017,TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 45.0 psf Floor Load: 65.0 psf This package includes 97 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13807119 F01 14/17/18 18 T13807136 F17 4/17/18 CA\ 12 1T13807120 1F02 14/17/18 119 T13807137 1 F18 1 4/17/18 13 1T13807121 1F03 1 4/17/18 120 T13807138 1F19 1 4/17/18 1 �t 14 1713807122 1 F04 14/17/18 121 T138071391 F20 1 4/17/18 t� ,6 15 1T138071231 F05 1 4/17/18 22 T138071401 F21 1 4/17/18 N'" 6 'T13807124 F06 4/17/18 23 T13807141 F22 4/17/18 1 (, 7 T13807125 F07 4/17/18 24 113807142 F23 4/17/18 O. 8 17138071261 FO7A 1 4/17/18 125 T13807143 1F24 4/17/18 9 1113807127 F08 4/17/18 126 T13807144 F25 4/17/18 110 1 T138071281 F09 1 4/17/18 27 1T13807145 1F26 4/17/18 11 T13807129 F10 4/17/18 28 T13807146 1F27 4/17/18 1 12 T13807130 F11 4/17/18 29 T138071471F28 4/17/18 1 113 1113807131 1 F12 14/17/18 130 17138071481 F29 4/17/18 14 T13807132 F13 4/17/18 131 T13807149 F30 4/17/18 1 115 T13807133 F14 14/17/18 132 T138071501F31 4/17/18 I 16 T13807134 F15 4/17/18 33 T13807151 FG01 4/17/18 1 117 11138071351 F16 1 4/17/18 134 1113807152 1 FGO2 1 4/17/18 ! / The truss drawing(s)referenced above have been prepared by MiTek `� !,to/ Aiigii,,�i USA, Inc. under my direct supervision based on the parameters %%% ,� 1 c& ",. provided by Manning Building Supplies. .`�• 10 /,� E WS -14,°, Truss Design Engineers Name: Albani, Thomas • :• / N,, ./9380 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE: The seal on these truss component designs is a certification :L %��•. STATE OF .' i,. that the engineer named is licensed in the jurisdiction(s)identified and that the 4/ designs comply with ANSI/TPI 1. These designs are based upon parameters . .n'••4 . P ••, shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��,,�,.•>< ') R 1C)•••�\`�•` ffiileeefen �enlTek.ce purpose oprnly,anct d was not ecific �takenon into account ined is �he preparationr MiTek's oomers ,,,,S,ON A �t.' ON ION these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.3b380 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSIITPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,201 s Albani, Thomas 1 of 2 Lou Pontigo & Associates, Inc. Consulting Structural ❑NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED REJECTED - SEE REMARKS 0 REVISE &RESUBMIT Review is for the limited purpose the information expressed inatf►e with the design concept contract documents. No approval is implied for the accuracy of completeness of details, quantities, dimensions,weights or gauges. fabrication processes, construction means or methods. coordination of the work with other trades or construction safety precautions,all of which are the sole responsibility of the Contractor.The Contractor is responsible for dimensions to be confirmed and correlated at the site. Rec;ew of asfp specific the item shall not include a review of the entire assembly item is a component. Review of re-submission will cover s clearly ly designated changes on the submittal and other change identified by the Contractor. By: • oc�^ F ,'o RE: J170770 - Ahern Townhomes Site Information: Customer Info: Urban Partners Project Name: Ahern Townhomes Model: Lot/Block: Subdivision: Address: 331 & 329 Ahern St. City: Atlantic Beach State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T13807153 FG03 4/17/18 78 T13807196 FR21 4/17/18 36 T1 38071 54 1 FG04 4/17/18 79 T13807197 FR22 4/17/18 37 1138071551 FLO1 4/17/18 80 T13807198 FR23 4/17/18 38 T138071561 FL02 4/17/18 81 T13807199 FR24 4/17/18 39 1138071571 FL03 4/17/18 82 T13807200 FR25 4/17/18 40 1138071581 FL04 4/17/18 83 T13807201 FR26 4/17/18 41 T13807159 j FLO5 4/17/18 84 T13807202 FR27 4/17/18 42 113807160 FLO6 4/17/18 85 T13807203 FR28 4/17/18 43 1113807161 FLO6A 4/17/18 86 T13807204 j FR29 1 4/17/18 44 T13807162 FLO7 4/17/18 87 T13807205 1 101 14/17/18 45 T13807163 FLO8 4/17/18 88 T138072061102 14/17/18 46 T13807164 FLO9 14/17/18 89 T138072071103 14/17/18 47 T13807165 FL10 1 4/17/18 90 T13807208 1 104 14/17/18 48 T13807166 FL11 1 4/17/18 91 1138072091 T06 14/17/18 149 T13807167 FL12 14/17/18 92 T138072101107 14/17/18 150 T13807168 FL13 1 4/17/18 93 T13807211 1108 14/17/18 51 T13807169 _FL14 4/17/18 94 T13807212 T09 4/17/18 152 T13807170 FL15 14/17/18 195 T13807213 1110 14/17/18 53 113807171 FL16 14/17/18 196 T138072141111 14/17/18 54 1113807172 FL17 1 4/17/18 197 T138072151112 14/17/18 55 1113807173 FL18 1 4/17/18 1 56 T13807174 FL19 4/17/18 57 11138071751 FL20 1 4/17/18 1 58 1113807176 I F RO 1 1 4/17/18 1 59 1113807177 j FRO2 4/17/18 1 60 T13807178 FRO3 4/17/18 61 1713807179 I FRO4 1 4/17/18 1 62 1113807180 1FR05 1 4/17/18 1 63 T13807181 1 FR06 1 4/17/18 1 64 T13807182 FRO7 4/17/18 65 T13807183 FRO8 4/17/18 66 T13807184 FRO9 4/17/18 67 113807185 FR10 4/17/18 ,(� 68 T13807186 FR11 4/17/18 69 T13807187 FR12 4/17/18 O 70 113807188 FR13 4/17/18 71 T13807189 FR14 4/17/18 10,_ 72 T13807190 FR15 1 4/17/18 73 T13807191 1 FR16 1 4/17/18 74 T13807192 1FR17 1 4/17/18 75 T13807193 1 FR18 1 4/17/18 76 T13807194 1 FR19 1 4/17/18 77 T13807195 1FR20 1 4/17/18 2 of 2 Job Truss Truss Type Qty Ply Ahem Townhomes a a T13807119 J170770 F01 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:18 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-hXgA4UJ_TSzOczgb7DdMP8PBowmg6QW nNo9E5XzPo?B 0-1-8 H 1 1-3-0 I I 1-10-5 Scale=1:45.1 1.5x4= 3x6 FP= 3x6 FP= • 6x8 I 6x8= 4x7 I I 3x6 ',1 3x6 ,1 3x6 I I 6x8= 8x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 • I I • 1 T _I _ L ‘4 g\• I , e • s I6 d 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 8x8 II 3x10 MT2OHS FP= 4x7 I I 3x6 11 3x6 I I 4x7 I I 8x9 I I 3x6 II 4x7 11 3x10 MT2OHS FP= 1-6-0 4-0-0 6-6-0 9-0-0 14-10-5 17-4-5 19-10-5 22-4-5 24-10-5 26-4-5 1-6-0 I 2-6-0 2-6-0 I 2-6-0 5-10-5 i 2-6-0 I 2-6-0 I 2-6-0 I 2-6-0 l 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[1:0-1-8,0-1-8],[14:0-3-0,Edge],116:0-3-0,Edgel,[22:0-3-0,0-0-0],[23:0-3-0,Edge],[28:0-3-0,Edge] LOADING(psi) SPACING- , 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.48 22 >647 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.79 22 >398 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.10 15 rVa n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:210 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, BOT CHORD 2x4 SP No.2(flat)`Except- except end verticals. 19-29,15-25:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 2-2-0 oc bracing:24-26. REACTIONS. (lb/size) 29=1697/0-5-8,15=1697/0-3-0 FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-29=-1680/0,14-15=-1680/0,1-2.1718/0,2-3=-4426/0,3-4=-6468/0,4-6=-7848/0, 6-7=-8746/0,7-8=-8746/0,8-9=-8609/0,9-11=-7866/0,11-12=-6464/0,12-13=-4427/0, 13-14=-1702/0 BOT CHORD 27-28=0/3239,26-27=0/5588,24-26=0/7315,23-24-0/8390,22-23=0/8746,21-22=0/8746, 20-21=0/8403,18-20=0/7311,17-18=0/5589,16-17=0/3238 WEBS 14-16=0/2301,1-28=0/2303,13-16=-2172/0,2-28=-2152/0,13-17=0/1681,2-27=0/1679, 12-17=-1644/0,3-27=-1644/0,12-18=0/1237,3-26-0/1245,11-18.1199/0, 4-26=-1198/0,11-20=0/785,4-24=0/754,9-20=-759/0,6-24=-824/0,9-21=-28/557, 6-23=-101/929,8-21=-684/311,7-23=-372/0,8-22=-322/194 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 6x6 MT20 unless otherwise indicated. 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. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date April 17,201E AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03J2015 BEFORE USE. hit Design valid for use only with MiTeloN connectors.This design is based only upon parameters shown,and Is ter an individual bolding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse wilts poss to personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and tracing of trusses and truss systems,seeANSUTPII Quality Catena,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type a Qty Ply Ahern Townhomes T13807120 J170770 F02 Floor Supported Gable 1 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:19 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-9jOYHgJcE95tE6Fnhx8cxMySjKK3r1 ZxcSvod_zPo?A 0-1-8 Scale=1:43.8 3x6 FP= 3x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1 41 'ti 4i 9I 91 91 & $I 1* $1 $1 & & 11 11 }P /4 4+ % f1 Ia! I r T t _ P :4 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x3= 3x6 FP= 3x3 11 26-2-5 26-2-5 Plate Offsets(X,Y)-- [1:Edge,0-0-121,(45:0-1-8,0-0-12) 1 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 23 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 i Matrix-R Weight:120 lb FT=20%F,11%E i LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 26-2-5. (lb)- Max Gray All reactions 250 lb or less at joint(s)44,23,43,42,41,40,38,37,36,35,34,33,32,31,30, 29,28,27,26,25,24 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cott 6634 8904 Parke East Blvd.Tampa FL 33610 Data: April 17,2018 A WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. in• Design valid for use oNy with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system,Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1 Job i Truss Truss Type 1 Qty I Ply Ahern Townhomes • a T13807121 J170770 F03 Floor 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:20 2018 Page 1 ID:6j8?3AigQrxj LN uFgU PDquyUQYm-dvywV9KE?TDkrGpzEefrUZUXPkSSaK44r6eL9QzPo?9 0-1-8 HI1-3-0 1-8-5 Scale=1:44.8 1.5x4= 3x6 FP= 3x6 FP- 6x8 I 6x8= 4x7 I I 3x6 I 3x6 I I 3x6 I I 6x8= 8x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 e •e : o e , •__, N 4 _ „,.. ,,, _ , . . a -1- e e e� e e I_ tI O 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 8x8 II 3x10 MT2OHS FP= 4x7 II 3x6 I I 3x6 II 4x7 II 8x8 II 3x6 II 3x8 I 3x10 MT2OHS FP= 1-6-0 4-0-0 6-6-0I 9-0-0 14-8-5 17-2-5 19-8-5 22-2-5 24-8-5 26-2-5 1-6-0 2-6-0 2-6-0 2-6-0 5-8-5 1 2-6-0 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-8],11:0-1-8,0-1-81,(14:0-3-0,Edge],122:0-3-0,0-0-0],123:0-3-0,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.47 22 >660 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 i BC 0.91 Vert(CT) -0.77 22 >406 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.10 15 n/a n/a BCDL 5.0 I Code FBC2017/TPI2014 Matrix-SH Weight:209 lb FT=20%F,11%E I LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 19-29,15-25:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 29=1686/0-5-8,15=1686/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-1670/0,14-15=-1669/0,1-2=-1706/0,2-3=-4392/0,3-4=-6413/0,4-6=-7773/0, 6-7=-8639/0,7-8=-8639/0,8-9=-8511/0,9-10=-7790/0,10-12=-6409/0,12-13=-4393/0, 13-14=-1691/0 BOT CHORD 27-28=0/3216,26-27=0/5544,24-26=0/7250,23-24=0/8303,22-23=0/8639,21-22=0/8639, 20-21=0/8316,18-20=0/7246,17-18=0/5545,16-17=0/3216 WEBS 14-16=0/2285,1-28=0/2287,13-16=-2156/0,2-28=-2137/0,13-17=0/1666,2-27=0/1664, 12-17=-1629/0,3-27=-1628/0,12-18=0/1222,3-26=0/1229,10-18=-1184/0, 4-26=-1183/0,10-20=0/769,4-24=0/739,9-20=-744/0,6-24=-804/0,9-21=-42/539, 6-23=-113/888,8-21=-654/309,7-23=-347/0,8-22=-316/185 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 6x6 MT20 unless otherwise indicated. 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. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cart 6634 8904 Padre East Blvd.Tampa FL 33610 Data: • April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10W3/2015 BEFORE USE. mit Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual building componeerit.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 perrnanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal krjray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avdlable(torn Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job ,Truss Truss Type 6 Qty Ply Ahern Townhomes T13807122 J170770 1F04 Floor 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:22 2018 Page 1 I D:6j8?3AigQrxjLNuFgUPDquyUQYm-Zl4gwrM UX4US5azM M3iJZ_Zt3YCU2Ef NI Q7SEJzPo?7 1 1-3-0 I 1-5-13 Scale=1:43.5 6x6= 3x6 FP= 3x6 FP- 8x8= 6x8= 6x6= 4x7 I 4x7 II 4x7 1I 6x8= 8x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 7 7 -1 w t- 1 • e •e r, c O 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 8x8= 6x6= 3x8 MT2OHS FP= 4x7 4x7 6x6= 6x6= 8x8= 6x6= 3x8 MT2OHS FP= 1-6-0 4-0-0 6-6-0 9-0-0 14-5-13 16-11-13 19-5-13 21-11-13 24-5-13 25-11-13 1-6-0 2-6-0 i 2-6-0 2-6-0 5-5-13 2-6-0 2-6-0 i 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-3-01,(14:0-3-0,Edge),(22:0-3-0,0-0-01,[23:0-3-0,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.45 22 >683 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.73 22 >421 360 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.64 Horz(CT) 0.09 15 rVa rVa BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:209 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except' except end verticals. 18-29,15-26:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 29=1673/0-3-0,15=1673/0-2-13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-1656/0,14-15=-1656/0,1-2=-1676/0,2-3=-4352/0,3-5=-6342/0,5-6=-7678/0, 6-7=-8505/0,7-8=-8505/0,8-9=-8388/0,9-10=-7695/0,10-12=-6337/0,12-13=-4353/0, 13-14=-1676/0 BOT CHORD 27-28=0/3188,25-27=0/5487,24-25=0/7167,23-24=0/8193,22-23=0/8505,21-22=0/8505, 20-21=0/8206,19-20=0/7164,17-19=0/5488,16-17=0/3188 WEBS 14-16=0/2264,1-28=0/2265,13-16=-2138/0,2-28=-2138/0,13-17=0/1648,2-27=0/1646, 12-17=-1606/0,3-27=-1606/0,12-19=0/1201,3-25=0/1208,10-19=-1168/0, 5-25=-1168/0,10-20=0/751,5-24=0/723,9-20=-723/0,6-24=-778/0,9-21=-59/517, 6-23=-127/839,8-21=-617/305,7-23=-317/0,8-22=-307/175 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33810 Date: April 17,2018 la A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.1693/2015 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 I fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type `Qty Ply Ahern Townhomes Ti 3807123 J170770 F05 Floor Supported Gable 1 1 [Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:23 2018 Page 1 I D:618?3AigQrxj LNuFgU PDquyUQYm-2Ue37BN71OcJi kYYwmDY6C68Sxiunq W W X4t?mlzPo?6 Scale=1:42.9 3x3 II 3x6 FP= 3x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 19 20 21 4. 1 1 1 '! ! 4: 1, a 1 • P P P —Ir— P P P ? P P P P P' P P P e 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x3 I I 3x6 FP= 3x3 25-7-13 I 25-7-13 1 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 22 rite n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight:117 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 25-7-13. (lb)- Max Gray All reactions 250 lb or less at joint(s)42,22,41,40,39,38,36,35,34,33,32,31,30,29,28, 27,26,25,24,23 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 � f a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111-7473 rev.1W0312015 BEFORE USE. MN Design valid for use only with MiTekt connectors.this design Is based only upon parameters shown,and is for an individual building component,not _ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated h 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 trrlray and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/7PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss 'Truss Type Qty Ply Ahern Townhomes 713807124 J170770 F06 Floor 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:24 2018 Page 1 ID:618?3AigQrxJLNuFgUPDquyUQYm-W hCRLXNI3ikAKu7kTUknePfDsLt6W 8IglkcZIBzPo?5 I 1-3-0 I I 2-4-13 -. Scale=1:43.0 6x6= 3x6 FP= 3x6 FP= 8x8= 6x6= 6x6= 4x7 I I 4x7 I I 4x7 I I 4x7 H I 6x6= 8x8= 1 2 3 4 5 6 7 8 9 10 1112 13 14 p 0 ,1 l‘r1VelliV N /U m -- \r/ .• N.., N 'A4 2259 0 28 27 26 25 24 23 22 21 20 19 18 17 16 15 8x8= 3x8 MT2OHS FP= 4x7 I! 4x7 6x6= 6x6= 8x8= 6x6= 6x6= 3x8 MT2OHS FP= 1 1-6-0 1 4-0-0 1 6-6-0 9-0-0 1 14-1-13 16-7-13 I 19-1-13 i 21-7-13 24-1-13 25-7-13 1-6-0 2-6-0 2-6-0 2-6-0 5-1-13 2-6-0 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-3-01,[8:0-3-0,0-0-01,[14:0-3-0,Edge],[21:0-3-0,Edge],[22:0-3-0,Edge) ( 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.43 21-22 >716 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.69 21-22 >440 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.09 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:204 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 18-28,15-25:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 28=1651/0-3-8,15=1651/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-28=-1634/0,14-15=-1634/0,1-2=4652/0,2-3=-4286/0,3-5=-6229/0,5-6=-7535/0, 6-7=-8272/0,7-8=-8272/0,8-9=-8272/0,9-10=-7535/0,10-12=-6229/0,12-13=-4286/0, 13-14=-1652/0 BOT CHORD 26-27=0/3143,24-26=0/5398,23-24=0/7039,22-23=0/8006,21-22=0/8272,20-21=0/8006, 19-20=0/7039,17-19=0/5398,16-17=0/3143 WEBS 14-16=0/2233,1-27=0/2233,13-16=-2108/0,2-27=-2108/0,13-17=0/1616,2-26=0/1616, 12-17=-1574/0,3-26=-1574/0,12-19=0/1175,3-24=0/1175,10-19=-1146/0, 5-24=-1146/0.10-20=0/701.5-23=0/701,9-20=-746/0,6-23=-746/0,9-21=-184/879, 6-22=-184/879,7-22=-419/0,8-21=-419/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/032015 BEFORE USE. hi" Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an IndMdual buNding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate lhis design 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 ilikxy and property damage. For general guidance regarcIng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bonding Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Ahem Townhomes • • T13807125 J170770 F07 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:25 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-_tmpYtONq?s1y1 ix1 BFOBdBN_IAGFbYp_OM6rdzPo?4 1 1-3-0 2-5-11 1 1-5-12 Scale=1:46.7 3x6 FP= 3x6 FP= 8x8= 4x7 II 3x6 II 3x6 II 457 II 4x7 II 6x8= 1 2 3 4 5 6 7 8 9 1011 12 13 14 • 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x6 II 8x8= 3x8 MT2OHS FP= 356 I I 3x6 II 3x6 II 3x8 MT2OHS FP= 6x10= 3x6 II I356I 25-8-11 25-7-3 1-6-0 4-0-0 6-6-0 9-0-0 I 11-6-0 16-8-11 1 19-2.11 I 21-8-11 1 24-2- 11 125-5-11 I 27-5-7 I 1-6-0 1 2-6-0 1 2-6-0 1 2-6-0 2-6-0 5-2-11 2-6-0 2-6-0 2-6-0 1-3-0 00-141.8.12 0-1-8 Plate Offsets(X,Y)-- [1:Edge,0-3-0],[8:0-3-0,Edge),[13:0-3-0,Edge],(22:0-3-0,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.45 23 >679 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.73 23-24 >419 360 MT2OHS 187/143 BCLL 0.0 Rep Stress!nor YES WB 0.63 Horz(CT) 0.09 16 Na n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:221 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 19-30,15-26:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 6-0-0 oc bracing:16-17. REACTIONS. (lb/size) 30=1648/0-3-8,16=1888/0-6-0 Max Gray 30=1653(LC 3),16=1888(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-30=-1636/0,1-2=-1654/0,2-3=-4291/0,3-4=-6240/0,4-6=-7554/0,6-7=-8211/0, 7-8=-8221/0,8-9=-7535/0,9-11=-6209/0,11-12=-4247/0,12-13=-1613/0 BOT CHORD 28-29=0/3146,27-28=0/5409,25-27=0/7041,24-25=0/8056,23-24=0/8221,22-23=0/8221, 21-22=0/8221,20-21=0/7000,18-20=0/5381,17-18=0/3082 WEBS 13-16=-1759/0,1-29=0/2236,13-17=0/2144,2-29=-2109/0,12-17=-2078/0,2-28=0/1619, 12-18=0/1657,3-28=-1582/0,11-18=-1613/0,3-27=0/1174,11-20=0/1176, 4-27=-1134/0,9-20=-1125/0,4-25=0/724,9-21-0/902,6-25=-711/0,8-21=-1299/0, 6-24=-52/502,7-24=-606/471,7-23=-451/155,8-22=-114/492 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 6x6 MT20 unless otherwise indicated. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 1 , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2016 BEFORE USE. hu Design valid for use only with MilekE connectors.This design Is based only upon parameters shown.and Is ton an individual building component,not a truss system.Before use,Me building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication-storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Ahern Townhomes 11 • T13807126 J170770 F07A Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:27 2018 Page 1 ID:6j8?3Aigan4LNuFgUPDquyUQYm-wGtZzZQdMd61 BLsJ9cHUG2Hk4ZuniW Y6SirDvW zPo?2 „1-3-0 I 2-5-10 I 1 1-7-4 I Scale=1:46.4 6x6= 3x6 FP= 3x6 FP= 6x8= 6x6= 6x6= 4x7 II 4x7 Il 4x7 Il 6x6= 6x8= 6x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 e 11 t t M • I d 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 6x8= 6x6= 3x8 MT2OHS FP= 4x7 II 4x7 1 6x6= 6x8= 6x6= 4x7 I 3x6 FP= 26-0-14 1-6-0 , 4-0-0 6-6-0 9-0-0 11-6-0 16-8-10 19-2-10 21-8-10 24-2-10 25-7-2 127.6-14 1-6-0 ' 2-6-0 I 2-6-0 I 2-6-0 I 2-6-0 I 5.2-10 I 2-6-0 I 2-6-0 I 2-6-0 I 1-4-8 0-5-12 1-6-0 i Plate Offsets(X,Y)-- 18:0-3-0,Edgel,113:0-3-0,Edgel,(22:0-3-0,0-0.0) LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.45 23 >679 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.62 23-24 >495 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.08 16 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:222 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' except end verticals. 19-30,15-26:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 6-0-0 oc bracing:16-17. REACTIONS. (lb/size) 30=1393/0-2-7,16=1612/0-6-0 Max Gray 30=1399(LC 3),16=1612(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-30=-1384/0,1-2=-1401/0,2-3=-3632/0,3-4=-5281/0,4-6=-6393/0,6-7=-6948/0, 7-8=-6957/0,8-9=-6379/0,9-11=-5259/0,11-12=-3601/0,12-13=-1373/0 BOT CHORD 28-29=0/2661,27-28=0/4576,25-27=0/5957.24-25=0/6816,23-24=0/6957,22-23-0/6957, 21-22=0/6957,20-21=0/5926,18-20=0/4558,17-18=0/2615 WEBS 13-16=-1492/0,1-29=0/1893,13-17=0/1818,2-29=-1782/0,12-17=-1756/0,2-28=0/1373, 12-18=0/1406,3-28=-1336/0,11-18=-1364/0,3-27=0/996,11-20=0/998,4-27=-957/0, 9-2(=-949/0,4-25=0/616,9-21=0/788,6-25=-598/0,8-21=-1151/0,6-24=-84/471, 7-24=-602/474,7-23=-416/190,8-22=-150/457 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to beating plate at joint(s)30. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13V X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date April 17,2018 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/93/2015 BEFORE USE lilt Design valid for use only with Mliek®connectors.INs design Is based only upon parameters shown,and is for an tidlAdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorriorate this design Into the overall I building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/Wl1 Quality Criteria,DS8-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job .Truss Truss Type 6 I Qty Ply Ahern Townhomes T13807127 J170770 F08 Floor Supported Gable 11 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:28 2018 Page 1 ID:6j8?3AigOngLNuFgUPDquyUQYm-OSRyAuQF7W EbpVRW iKojpFp_RyP9R5oFgMamRyzPo?1 Scale=1:45.9 3x3 II 3x6 FP= 3x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 T i _., r , . _ ....„.„„,.,,...,%.,................4.,...............„....,.....:„...........;.,..,...„.,..:.„.„.„.;.......„,„,.,4,..„....,,,,......,..„„,...........,..,..„.....,...,,,,,.......,..........,.......,.............„,..„..............„.......Nn41:1WWW.%:.•,,Weeee:%* 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x3 II 3x6 FP= 3x3 II 25-7-3 27-5-7 I 25-7-3 1-10-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 � TC 0.10 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES I WB 0.02 Horz(CT) 0.00 24 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 j Matrix-R Weight:126 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 27-5-7. (lb)- Max Gray All reactions 250 lb or less at joint(s)46,24,45,44,43,42,41,39,38,37,36,35,34,33,32, 31,30,29,28,27,26,25 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 1 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse wtlh possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,OSB-89 and SCSI BuSding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type s Qty Ply 1 Ahern Townhomes T13807128 J170770 F09 Floor 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:29 2018 Page 1 ID:6j8?3AigQrxlLNuFgUPDquyUQYm-se?KOERtuEMSQf?iG1 KyLTMyZMWgAR7Pv0KK_PzPo?0 V 1-3-0 1-11-9 Scale=1:33.3 6x6= 4x4= 3x4= 1.5x4 II 1.5x4 II 3x4=3x6 FP= 4x4= 6x6= 1 2 3 4 5 6 7 8 9 10 11 \\\\\ \/ \ / \ / ,/ / 9 i . _. I • 0 21 2019 18 17 16 15 14 13 12 6x6= 3x8 MT2OHS FP= 4x4= 6x6= 1.5x4 SP= 4x4= 1-6-0 4-0-0 6-6-0 13-8-9 16-2-918-8-9 20-2-9 1-6-0 2-6-0 2-6-0 7-2-9 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- (1:Edge,0-1-8),(19:0-1-9,Edge) LOADING (psf) I SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/deft Lid I PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.27 16-17 >887 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.44 16-17 >546 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES I WB 0.46 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 I Code FBC2017/TPI2014 Matrix-SH Weight:108 lb FT=20%F,11%E I 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. 12-19:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 2-2-0 oc bracing:18-20. REACTIONS. (lb/size) 22=1298/0-3-8,12=1298/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1291/0,11-12=-1290/0,1-2=-1164/0,2-3=-2927/0,3-4=-4057/0,4-5=-4670/0, 5-6=-4670/0,6-7=-4670/0,7-6=-4058/0,8-10=-2926/0,10-11=-1163/0 BOT CHORD 20-21=0/2203,18-20=0/3627,17-18=0/4465,16-17=0/4670,15-16=0/4465,14-15=0/3627, 13-14=0/2203 WEBS 11-13=0/1645,1-21=0/1646,10-13=-1545/0,2-21=-1545/0,10-14=0/1076,2-20=0/1076, 8-14=-1042/0,3-20=-1041/0,8-15=0/640,3-18=0/639,7-15=-606/0,4-18=-606/0, 7-16=-86/643,4-17=-85/643,5-17=-325/0,6-16=-325/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x3 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 19=11% 5)Refer to girder(s)for truss to truss connections. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf1-7473 rev.10/03/1015 BEFORE USE. 11111 Design valid for use only with MITeke connectors.This design is based only upon parameters shown.and Is for an individual bending 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,seeANSI/TPI1 Qualify Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ♦ a Qty Ply Ahern Townhomes T13807129 J170770 F10 Floor 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:29 2018 Page 1 ID:618?3AigQrxJLNuFgUPDquyUQYm-se?KOERtuEMSQf?iG1 KyLTM1vMczAWbPvOKK_PzPo?0 0-4-14I 1-3-0 I 1-11-15 Scale=1:13.3 1.5x4 II 3x6= 1 4x7= 2 3x6= 3 4 3x3= 5 !\ . . . • o I ! \• • - • •, 3x3= 11 1r 9 8 7 6 3x3 1I 3x3= 1.5x4 I 4x7= 3x3 II 0-10-14 I 0-7-14 q-9-6 I 5-7-13 I 7-1-13 I 0-7-14 0-1-6 4-8-15 1-6-0 0-1-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0-63 Vert(LL) -0.05 8 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.08 8 >989 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 6 Na n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:46 lb FT=20%F,1 1%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:9-10. REACTIONS. (lb/size) 6=402/Mechanical,10=496/0-6-0 Max Gray 6=404(LC 4),10=496(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-6=-410/0,2-3=-429/0,3-4=429/0,4-5=-263/0 BOT CHORD 8-9=0/429,7-8=0/429 WEBS 2-10=-500/0,5-7=0/372,2-9=0/633,3-9=-294/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: April 17,2018 I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.11.7473 rev.10g3/2015 BEFORE USE la 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 galdance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/tPI I Quality Criteria,068-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type Oty Ply Ahern Townhomes • • T13807130 1J170770 Fit Floor 1 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:30 2018 Page 1 I D:6j8?3AigQrxj LNuFgUPDquyUQYm-KrZibaS W eYUJ2paugkrBugVJ Dm3gv_JY8g3tW rzPo?? 0-4-14 1-3-0 1-4-15 H 3x6= Scale=1:11.5 1 4x7= 2 3x6= 34.5x4 !I 41.5x4 I 5 • • ill rb 3x3= 10 • 8 7 6 3x3 H I 3x3= 4x7= 3x3 II 0-10-14 I 0-7-14 Q-9-6 I 5-3-13 0-7-14 0-1-a 4-4-15 0-1-8 Plate Offsets(X,Y)-- Fl:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.14 Vert(CT) -0.01 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:38 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:8-9. REACTIONS. (lb/size) 6=281/Mechanical,9=379/0-6-0 Max Gray 6=284(LC 4),9=379(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-6=-276/0 WEBS 2-9=-351/0,5-7=0/299,2-8=0/301 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 atrongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MITekm connectors.This design k based only upon rxtrameters 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 beading design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiNek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Buadng Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply Ahern Townhomes • • T13807131 J170770 F12 Floor 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:31 2018 Page 1 I D:618?3AigQrxj LNuFgUPDquyUQYm-p 174pwT8PrcAgy95OSMORuRQQAQseSNiM KpQ2HzPo?_ 1 0-4-14 1 1 1-0-15 1-3-0 3>f6 1 4x7= 2 3x6= 3 Scale=1:10.3 to Fij ,, 1 1 it 3x311 3x3= 7 6 4IIIIIIIII° 5 4 4x7= 3x3 II 0-10-14 0-7-14 9-9-6 1-11-13 3-5-13 0-7-14 b 1-4 1-0-15 1-6-0 0-1-8 Plate Offsets(X,Y)-- 11 Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.02 Vert(CT) -0.00 5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:29 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=157/Mechanical,6=264/0-6-0 Max Gray 4=164(LC 4),6=264(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. WEBS 2-6=-335/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 laA WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.111932015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an t dMdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall braiding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 i Job Truss Truss Type Qty Ply Ahern Townhomes • T13807132 J170770 F13 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:31 2018 Page 1 I D:6j8?3AigQrxj LNu FqU PDquyUQYm-p 174pwT8PrcAgy95OSMQRuR W ZAQ4eSniM KpQ2HzPo?_ 0-4-14 0-5-15 4x7= 1 4x7= 2 3x3 II 3 Scale=1:10.4 n_r cc,\Iv/• Nri$ 3x3 II 6 ►, 4 4x7= 353 I 0-10-14 0-7-14 996 1-7-13 0-7-14 h-1-8 0-8-15 0-1-8 Plate Offsets(X,Y)-- (1:Edge,0-1-8j,13:0-3-0,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL) 0.00 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(CT) -0.00 5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:20 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-7-13 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=11/Mechanical,5=172/0-6-0 Max Uplift 4=-19(LC 3) Max Gray 4=34(LC 4),5=172(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 4. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 11I.7473 rev.10W3/20I5 BEFORE USE. ININ 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 bueding 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 tabrk:atk,n,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute-218 N.Lee Street.Suite 312.Alexandria-VA 22314. Tampa.FL 33610 Job Truss Truss Type .Qty Ply ' Ahern Townhomes a . T13807133 J170770 F14 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:32 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-HDhSOGUmA9k1 H6kHx9tfz5_ZSaiTNuFrb_Y_Z1zPo_z I 1-3-0 I I 0-7-4 I I 1-4-0 --I Scale=1:17.4 1.5x4 I I 1.5x4 H 3x6= 3x6= 1 3x6= 2 3 4 5 6 7 0 a I I • •o o • - ? • • —/ \ t 0 0 —\ 16 15 14 12 11 10 9 6 1.5x4 II 1.5x4 li 3-8-12I 10-8-3 ' 3-8-12 6-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (hoc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.02 10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.32 Vert(CT) -0.02 10 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.12 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 I Code FBC2017/TP12014 Matrix-SH Weight:66 lb FT=20%F,11%E • LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:13-14,12-13. REACTIONS. (lb/size) 16=224/Mechanical,8=439/Mechanical,13=694/0-6-0 Max Gray 16=281(LC 10),8=444(LC 7),13=740(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-278/0,7-8=-439/0,4-5=-321/0,5-6=-570/0,6-7=-303/0 BOT CHORD 11-12=0/570,10-11=0/570,9-10=0/570 WEBS 4-13=-743/0,1-15=0/302,4-14=0/273,4-12=0/391,5-12=-390/0,7-9=0/429,6-9=-387/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10103!2015 BEFORE USE. 11111 Design valid for use only with MITekS)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 with possible personal Injury and property damage. for general gudance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Catena,DSB-$9 and BCSI Building Component ' 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type I Qty Ply Ahern Townhomes T13807134 1J170770 F15 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:33 2018 Page 1 ID:6j8?3AigOrxjLNuFgUPDquyUQYm-IPEgEcUOxTsuvGJTVtOuW JXgDz5C6Lu_geIX6AzPo_y 1-3-0I 0-7-4 1-7-13 Scale=1:15.7 1.5x4 II 1.5x4 H 1.5x4 I I 1.5x4 II 3x6= 3x6= 2 3 43x6= 5 6 7 • o L ''' • — / 1 rb 14 13 123 �1 10 93x3 8 3x3= 3x3,--- 3x3 3x3 I 3x3 I I 3x3 I I 3-8-12 8-6-0 3-8-12 4-9-5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.00 9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.09 Vert(CT) -0.01 9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 8 Na n a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:54 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=233/Mechanical,8=302/Mechanical,11=538/0-6-0 Max Gray 14=253(LC 10),8=305(LC 7),11=558(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-299/0 WEBS 4-11=-542/0,1-13=0/255,7-9=0/339,4-10=0/318 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: April 17,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev-10/032015 BEFORE USE. lilt 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 arid 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 fabricatk,n.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. I Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Typee I Qty Ply Ahern Townhomes T13807135 J170770 F16 Floor ii 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:33 2018 Page 1 I D:6j8?3AigQrxj LNuFq U PDquyUQYm-I PEgEcUOxTsuvGJTVtOu W JXmHz6n6M R_gelX6AzPo_y 0-10.4I 1 0 0 I I 1-3-0 __ 0-11-10 Scale=1:11.8 3x6= 1 3x6= 21.5x4 H 31.50x4 1 4 3x6= 5 • 1 . • I:- • • , . 1 iA 3x3= , 3x3= 11 10 9OOII' 7 6 3x3= 3x3 H 3x3 II 3x3 H 3-8-12 6-3-13 3-8-12 2-7-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.00 10 >999 480 MT20 244/190 TCDL 20.0 I Lumber DOL 1.00 BC 0.06 Vert(CT) -0.00 10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2074 Matrix-P 1 Weight:44 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 11=217/Mechanical,6=136/Mechanical,8=436/0-6-0 Max Gray 11=218(LC 7),6=171(LC 7),8=451(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-8=-433/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 1 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.11003/1015 BEFORE USE. ill Design valid for use only with MITekD connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the 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 possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type , Qty Ply Ahern Townhomes • 713807136• J170770 F17 Floor 1 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:34 2018 Page 1 I D:6j8?3AigQrxJLNuFgUPDquyUOYm-DcoDRyVOim_IXQuf3av72W 3_YNOproK83115eczPo_x 0-10-4 I 1-0-0 I I 1-3-0 3x6= 1 3x6= 2 1.5x4 II 3 1.5x4 I 4 5 3x3 II Scale=1:10.2 M Ikil_II r ii Ir 3x3= MI'' 10 9 8 3x3— 3x311 3x3 1 3x311 3-8-12i 4-1-11 3-8-12 0-4-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.01 7-8 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.02 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017ffP12014 Matrix-SH I Weight:32 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=253/Mechanical,6=253/0-6-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-267/0 WEBS 1-9=0/294 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 Mask USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10032015 BEFORE USE. mit , 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 Wilding ding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milia k- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatkm,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. I Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Nexandrla,VA 22314. j Tampa,FL 33610 Job I Truss Truss Type Qty Ply Ahern Townhomes T13807137 J170770 1F18 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:35 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-hoMbel W eT46c8aTsd I QMbkc81nokaGsHHyneA2zPo_w 1-5-8 36 1 3x3 I I 2 Scale=1:10.4 ION =MIMOW vt 3)6= 4 3 3x3 11 0-3-0 1-11-8 0-3-0 1-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) 0.00 4 "" 480 MT20 244/190 TCDL 20.0 j Lumber DOL 1.00 BC 0.02 Vert(CT) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:16 lb FT=20%F,11%E • LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=111/Mechanical,4=111/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH7473 rev.10/93@015 BEFORE USE. Design valid for use only with MiTek®connectors.This design k based only upon parameters shown,and is for an Individual holding 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 possthle personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type i .Oty Ply Ahern Townhomes T13807138 1J170770 F19 Floor 4 1 IJob Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:35 2018 Page 1 I D:6j8?3AigQrxjLN uFgU P DquyUQYm-hoMbel W eT46c8aTsd IQMbkc5mnioaEQH HyneA2zPo_w 1-3-01-4-5110-5-12 I I Scale=1:19.3 1.5x4 I I 1.5x4 I I 3x6= 1.5x4 II 3x6= 1 — 8 2 3 4 5 6 7 • • • • s m T • a 0 e0 71\-/* 17 16 15 13 12 11 10 1.5x4 I B;* I 3-7-4 3-p-�2 11-10-1 I 3-7-4 01118 8-1-5 LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.03 10-11 >999 480 MT20 244/190 TCDL 20.0 I Lumber DOL 1.00 BC 0.40 Vert(CT) -0.05 10-11 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.16 Horz(CT) 0.01 9 rT/a n/a BCDL 5.0 1 Code FBC2017/TPI2014 1 Matrix-SH Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:14-15,13-14. REACTIONS. (lb/size) 17=203/Mechanical,9=517/0-5-8,14=786/0-6-0 Max Gray 17=265(LC 10),9=522(LC 7),14=786(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-260/0,8-9=-520/0,4-5=-386/0,5-6=-735/0,6-7=-735/0,7-8=-393/0 BOT CHORD 12-13=0/735,11-12=0/735,10-11=0/721 WEBS 4-14=-772/0,1-16=0/275,4-15=0/260,8-10=0/556,7-10=-487/0,4-13=0/527,5-13=-537/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cet 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE Ma-7073 rev.10/03/2015 BEFORE USE. la Design valid for use only with MlTek�connectors.This design Is based only upon parameters shown,and is for on 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 Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type �'Qty Ply Ahem Townhomes • T13807139 J170770 F20 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:36 2018 Page 1 I D:6j8?3AigQrxjLNuFgUPDquyUQYm-9 wzseXGEOETmk22A?yb8x9LbB61JihRWcW BiVzPo_v 1-3-0 1-7-0 3x6 1 3x6= 2 1.5x4 II 3 1.5x4 H 4 Scale=1:10.2 • • :♦ - 7 6 3x3= 3x3 II 3x3 4-10-0 4-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.13 Vert(CT) -0.01 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:31 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=298/0-5-8,5=298/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-292/0,4-5=-292/0 WEBS 4-6=0/326,1-7=0/326 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Atbani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,201E 9 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AM-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 Lxdlding designer must verify the applicability of design parameters and properly ErcorrxNate 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 fury and property darnage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Buil ng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Aiexandtia,VA 22314. Tampa.FL 33610 Job I Truss I Truss Type .Qty Ply Ahern Townhomes % T13807140 I J170770 F21 Floor 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:37 2018 Page 1 I D:6j8?3AigQrxj LNuFgU PDquyUQYm-dBU L3zXv?hN KOtdEkJTgg9hRFbND28vaIGGIFxzPo_u 1-3-0 1-4-6 1 0-7-7 I Scale=1:19.5 1.5x4 'I 3x6= 1.5x4 I 1.5x4 H 3x6= 1 3x6— 2 3 4 5 6 7 8 • t` e 9 t l 0 7/ \ T�(E - I o s 1 s e ii 16 15 14 13 X72' 11 10 9 AAA 1.5x4 II \ 1-6-0 6-10-6 8-1-6 8-2-14 11-11-13 1-6-0 5-4-6 1-3-0 0-1-8 3-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 ! Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.03 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.41 Vert(CT) -0.05 15-16 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:73 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:12-13,11-12. REACTIONS. (lb/size) 17=519/0-5-8,9=217/Mechanical,12=790/0-6-0 Max Gray 17=524(LC 10),9=269(LC 7),12=790(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-523/0,8-9=-265/0,1-2=-395/0,2-3=-743/0,3-4=-743/0,4-5=-388/0 BOT CHORD 15-16=0/725,14-15=0/743,13-14=0/743 WEBS 5-12=-771/0,1-16=0/559,5-13=0/526,2-16=-491/0,4-13=-536/0,8-10=0/282,5-11=0/260 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Celt 8634 8904 Parke East Blvd.Tampa FL 33810 Date: April 17,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.tOV3f2015 BEFORE USE. la Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an WrdMdual 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. Addntonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BSd. Safety Information avaltabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job !Truss Truss Type a Qty Ply Ahern Townhomes T13807141 J170770 F22 Floor 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:38 2018 Page 1 I D:6j 8?3AigQrxj LNuFgU PDquyUQYm-5N2j HJYXm?V B?1 C RI Q_3DM EcO_krnbHkzw?InNzPo_t 1-3-0 1-3-41-5-0 l t-5-0 Scale=1:18.5 1.5x4 II 3x6= 2 3 4 5 6 7 o -\s_r__ i \ I • Qq rb _4\. . • j o 13 12 11 10 8 1.5x4 II 3x6= 3x6= 1-6-0 6-9-4 8-1-12 11-4-3 1-6-0 5-3-4 1-4-8 l 3-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.03 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.04 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:67 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=497/0-5-8,8=137/Mechanical,9=809/0-6-0 Max Gray 14=500(LC 7),8=239(LC 7),9=818(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=502/0,1-2=-375/0,2-3=-659/0,3-4=-659/0,4-5=-370/0 BOT CHORD 12-13=0/677,11-12=0/659,10-11=0/659 WEBS 5-9=-639/0,1-13=0/530,5-10=0/530,2-13=-453/0,4-10=-548/0,6-9=-284/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33810 Date: April 17,2018 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 row.1O03.I2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an kndMdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall balding design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type "f Ory Ply Ahern Townhomes T13807142 IJ170770 F23 1Floor 6 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL I 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:39 2018 Page 1 I D:6j8?3AigOrxj LNuFgU PDquyUOYm-aZc6UfZ9XJd2dBmds7V IlanhMO_rW trtCalrJpZPo_s 0-1-8 2-5-0 I 2-4-4 0-1 8 H i I Scab=1:45.9 3x5= 6x12 M18SHS= 5x5= 3x3= 3x6 FP= 4x7= 5x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 L L 10 1 .N(7.-, NN 23 0 IN 0 M4 21 20 19 18 17 16 15 14 4x7= 5x10= 3x12 M18SHS FP= 4x7= 3x5= 4x10= 5x14= 5x5=- 27-7-12 27-7-12 27-7-12 Plate Offsets(X,Y)-- [1:Edge,0-0-12],)13:0-1-8,Edqe],[14:Edge,0-1-8),121:Edge,0-1-81,[22:0-1-8,0-0-12],[23:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.46 17-18 >710 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 j BC 0.72 Vert(CT) -0.76 17-18 >430 360 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.14 14 Na Na BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:153 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 9-13:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 21=1773/0-3-0,14=1773/0-4-13 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-1766/0,2-3=-3931/0,3-4=-3931/0,4-5=-6057/0,5-6=-6057/0,6-7=-6483/0, 7-8=-6483/0,8-10=-5207/0,10-11=-5207/0,11-12=-2234/0,12-13=-2234/0 BOT CHORD 20-21=0/2218,18-20=0/5194,17-18=0/6469,16-17=0/6045,15-16=0/3913 WEBS 2-21=-2751/0,2-20=0/2149,3-20=-286/0,4-20=-1583/0,4-18=0/1083,5-18=-295/0, 6-18=-516/0,7-17=-293/0,8-17=0/549,8-16=-1051/0,10-16=-295/0,11-16=0/1623, 11-15=-2105/0,12-15=-334/0,13-15=0/2727 NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE M9.7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorrx rate this design into the overall bu#ding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANsl/TPtI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute-218 N.Lee Street,Suite 312-Alexandria.VA 22314. Tampa,FL 33610 • Job I Truss Truss Type Qty Ply I Ahern Townhomes • T13807143 J170770 F24 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:40 2018 Page 1 I D:6j8?3AigQrxj LNuFq UPDquyUQYm-2mAUi?anIclV F LLpPrOXInJyCoGDFQZORDU PsGzPo_r 0-1-8 2-4-9 -II 250 I Sdale=1:33.8 1.5x4 II 1.5x4 II 1.5x4= 4x7= 1.5x4 II 3x3= 1.5x4 II 3x3= 3x6 FP= 4x7= 3x3 II 1 2 3 4 5 6 7 8 9 10 p o N .° 17 4-0 7 NN - . Nt. d i5 15 14 13 12 11 4x7= 3x6 FP= 3x5= 4x7= 4x7= 4x7= 20-2-1 20-2-1 Plate Offsets(X,Y)-- (1:Edge,0-0-12],[11:Edge,0-1-8],(16:Edge,0-1-8],[17:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.18 13 >999 480 MT20 244/190 TCDL 20.0 I Lumber DOL 1.00 BC 0.96 Vert(CT) -0.29 13-14 >813 360 BCLL 0.0 Rep Stress!nor YES WB 0.42 Horz(CT) 0.08 11 n/a n/a I BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:113 lb FT=20%F,11%aE LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 16=1287/0-3-0,11=1295/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2633/0,3-4=-2633/0,4-5=-3475/0,5-6=-3475/0,6-7=-2620/0,7-9=-2620/0 BOT CHORD 14-16=0/1560,13-14=0/3253,12-13=0/3247,11-12=0/1543 WEBS 2-16=-1934/0,2-14=0/1345,3-14=-286/0,4-14=-778/0,4-13=0/278,5-13=-294/0,6-13=0/286,6-12=-786/0, 7-12=-285/0,9-12=0/1351,9-11=-1927/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE. la Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an ktdMdual 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. tfacing Irxiicated 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/TPI1 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type • Ory Ply Ahern Townhomes T13807144 J170770 1F25 Floor i 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:40 2018 Page 1 I D:6j8?3AigQrxJLN uFgU PDquyUQYm-2mAUi?anIcIV FLLpPrOXI nJz7oLUFRO0RDUPsGzPo_r 0-1-8 2-5-0 0-8-13 H I Stale=1:26.9 1.5x4 II 1.5x4= 5x5= 1.5x4 I 3x3= 1.5x4 I 4x4= 1.5x4 II 6x6= 1 2 3 4 5 6 7 li4 4 • /�\ : - v/ \1 1‘ivy,' 7 - I NN S N. /7-}/ N e li 12 11 10 3x6= 3x6= 3x5= 6x6= 3x3 II 16-1-5I I 16-1-5 Plate Offsets(X,Y)-- [1:Edge,0-0-12),(14:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.08 11-12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.14 11-12 >999 360 BCLL 0.0 Rep Stress incr YES WB 0.33 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:95 lb FT=20%F,1 1%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1031/Mechanical,13=1023/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-1044/0,2-3=-1926/0,3-4=-1926/0,4-5=-2072/0,5-6=-2072/0,6-7=-509/0,7-8=-509/0 BOT CHORD 12-13=0/1203,11-12=0/2199,10-11=0/1494 WEBS 2-13=-1490/0,2-12=0/907,3-12=-286/0,4-12=-341/0,5-11=-293/0,6-11=0/725,6-10=-1235/0,8-10=0/1156 NOTES- 1)Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. Thomas A.Aibani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 P la A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7473 rev.1003/2016 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 braiding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply Ahern Townhomes F • T13807145 J170770 F26 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:41 2018 Page 1 I D:6j8?3AigQrxj LNuFq U PDquyUQYm-W yjsvLaP3wtIsVw0zYXmr?S8MCr0_zKAgtEyOizPo_q 0-1-8 1.5x4 II 3x6= f— I 1-8-11 1 2 Scale=1:13.0 .M. 1.5x4- MEI All 0 0 N WI ,,/ 3 3x6= 3x3 11 0-8-11i 2-2-11 0-8-11 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-0-12),[5:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 i Plate Grip DOL 1.00 TC 0.34 Vert(LL) 0.00 4 "" 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.03 Vert(CT) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:201b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-11 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=128/Mechanical,4=121/0-4-13 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33810 Date: April 17,2018 mll. i A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of indivkival truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Qualify Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply I Ahern Townhomes • • T13807146 J170770 F27 Floor 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:42 2018 Page 1 I D:6j8?3AigQrxJLNuFgUPDquyUQYm-_8HE6hb1 qE?cUfVCXG2?NCOAyc2wjl2JuXzW wBzPo_p 0-1-8 HI 2-5-0 I 2-3-0 FM-8 e=1:43.2 1.5x4 H 3x6= 8x8= 1.5x4= 5x8= 1.5x4 I 5x5= 1.5x4 II 3x3= 1.5x4 II 3x6 FP= 1.5x4 ! 4x10= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 I '11 zz ... .. N 1 1 s/ 21 20 19 18 17 16 15 14 4x7= 5x10= 3x12 M18SHS FP= 3x6= 3x5= 4x10= 4x4= 8x8= 25-6-13 25-6-13 Plate Offsets(X,Y)-- (1:Edge,0-0-12],(12:0-0-12,0-0-0],(13:0-1-8,0-1-8],(13:0-1-8,Edge],(14:Edge,0-1-8],]21:Edge,0-1-8],(22:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loe) I/defl Lid I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.39 17-18 >784 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.63 Vert(CT) -0.65 17-18 >470 360 M18SHS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.55 Horz(CT) 0.12 14 n/a n/a BCDL 5.0 i Code FBC2017/TP12014 Matrix-SH Weight:145 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 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 21=1638/0-3-0,14=1646/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-1662/0,2-3=-3569/0,3-4=-3569/0,4-5=-5338/0,5-6=-5338/0,6-7=-5408/0, 7-8=-5408/0,8-10=-3775/0,10-11=-3775/0,11-12=-565/0,12-13=-565/0 BOT CHORD 20-21=0/2035,18-20=0/4655,17-18=0/5573,16-17=0/4791,15-16=0/2306 WEBS 2-21=-2524/0,2-20=0/1923,3-20=-283/0,4-20=-1362/0,4-18=0/856,5-18=-291/0, 6-18=-295/0,7-17=-291/0,8-17=0/773,8-16=-1274/0,10-16=-293/0,11-16=0/1842, 11-15=-2241/0,13-15=0/1775 NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not1111 a truss system.Before use,the building designer must verify the appticabelty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndMdu at truss web and/or chord members only. Additional temporary and permanent bracing Milek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrk:afkm,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss 'Truss Type !Oty Ply Ahern Townhomes •i T13807147 J170770 :F28 Floor 12 1 I , Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 5 Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:43 2018 Page 1 I D:6j8?3AigQrxj LNuFgU PDquyUQYm-SLrc K 1 cfbX7T6o4O5zaEwQxRm?KNSm5T7Bj3SbzPo_o 0-1-8 2-5-0 2-6-0 H I I Scale=1:29.9 1.5x4 II 1.5x4= 4x7= 1.5x4 II 3x3= 1.5x4 I I 3x4= 1.5x4 11 4x7= 1 2 3 4 5 6 7 8 • 14 :e7. ‘ ..i... AN N..... ,.. ! ,,NN.. .izy A 0 0 N q 12 11 10 9 3x8= 4x7= 3x5= 4x10= 3x3 II 17-10-8 17-10-8 Plate Offsets(X,Y)-- f1:Edge,0-0-121,[8:0-3-0,Edgel,04:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.11 11-12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.19 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 9 n/a rVa BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:102 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1146/Mechanical,13=1138/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-1137/0,2-3=-2233/0,3-4=-2233/0,4-5=-2684/0,5-6=-2684/0,6-7=-1443/0,7-8=-1443/0 BOT CHORD 12-13=0/1358,11-12=0/2657,10-11=0/2250 WEBS 2-13=-1683/0,2-12=0/1098,3-12=-286/0,4-12=-531/0,5-11=-300/0,6-11=0/544,6-10=-1012/0,7-10=-354/0, 8-10=0/1759 NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 ' li a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MIMICMIMICREFERANCE 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 verily the applicablity of design parameters and properly incorporate this design into the overall bulidng design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 M iTek Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component6904 Parke East Bbd. — Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 33610 Job Truss Truss Type . Qty Ply Ahern Townhomes • T13807148 J170770 'F29 Floor 10 1 I I 1 Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:43 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-SLrcK1 cfbX7T6o4O5zaEwQxQY?MrSI5T7Bj3SbzPo_o 0-1-8 2-5-0 0-10 -1-8 ScBle'=1:43.3 4x4= 5x8 M18SHS= 5x5= 3x3= 3x6 FP= 4x10= 6x6= 1 2 3 4 5 6 77� ,i88 9 10 11 12 12 13 li 4: o \ N i 9r —a-- NNN r 101 21 20 19 18 17 16 15 14 4x7= 5x10= 3x12 M18SHS FP= 3x5= 4x10= 5x5= 3x6= 6x10= 26-1-13 26-1-13 Plate Offsets(X,Y)-- [1:Edge,0-0-12),[13:0-1-8,Edge],[14:Edge,0-1-81,121:Edge,0-1-8],122:0-1-8,0-0-12],[23:0-1-8,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.37 17-18 >839 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.65 Vert(CT) -0.62 17-18 >503 360 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.12 14 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:148 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, 9-13:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 21=1676/0-5-0,14=1676/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-1686/0,2-3=-3672/0,3-4=-3672/0,4-5=-5541/0,5-6=-5541/0,6-7=-5710/0, 7-8=-5710/0,8-10=-4176/0,10-11=-4176/0,11-12=-934/0,12-13=-934/0 BOT CHORD 20-21=0/2086,18-20=0/4806,17-18=0/5824,16-17=0/5144,15-16=0/2760 WEBS 2-21=-2587/0.2-20=0/1988,3-20=-286/0,4-20=-1422/0,4-18=0/922,5-18=-295/0, 6-18=-355/0,7-17=-292/0,8-17=0/710,8-16=-1214/0,10-16=-290/0,11-16=0/1776, 11-15=-2289/0,13-15=0/1888 NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 � r Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/93/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual buliding 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 gadarce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 4. . Qty Ply 1 Ahern Townhomes T13807149 J170770 F30 Floor 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:44 2018 Page 1 I D:6j8?3AigQrxj LN uFq UPDquyUQYm-wXP?XNdl LrFKjyfaeh5TSd UdePi6BC EcMrSc?1 zPo_n 0-1-8 1-5-15 2-5-00-'±31 He=1:47.0 1.5x4 II 1.5x4 H 6x6= 3x6= 3x3 II 5x8 M18SHS= 1.5x4 H I 5x5= 1.5x4 I I 3x3= 3x6 FP=3x5= 1.5x4 II 4x10= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 \:11 7 ANN .-1 z•1'-. • NN ,Z 'NN. 'r 7 a NN\ -Al• 24 99 Qq' b m 23 222 21 20 19 18 17 16 15 3x3 H I 5x12= 5x10= 3x12 M18SHS FP= 3x5= 4x10= 5x5= 3x8= 6x10= 1-10-71-1i-11 27-11-4 1-toa o-ti a 25-11-9 Plate Offsets(X,Y)-- (14:0-1-8,Edge],[15:Edge,0-1-8],[24:0-1-8,0-0-8] LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Lid PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.36 18-19 >855 480 MT20 244/190 TCDL 20.0 iLumber DOL 1.00 BC 0.65 Vert(CT) -0.60 18-19 >515 360 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.12 15 rt/a n/a BCDL 5.0 Code FBC2017TTPI2014 Matrix-SH Weight:162 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=1670/0-3-0,22=1921/0-5-8 Max Gray 15=1675(LC 4),22=1921(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-15=-1684/0,3-4=-3636/0,4-5=-3636/0,5-6=-5524/0,6-7=-5524/0,7-8=-5710/0, 8-10=-5710/0,10-11=-4194/0,11-12=-4194/0,12-13=-968/0,13-14=-968/0 BOT CHORD 21-22=0/2041,19-21=0/4778,18-19=0/5815,17-18=0/5150,16-17=0/2784 WEBS 2-22=-296/0,3-22—2545/0,3-21=0/2010,4-21=-295/0,5-21=-1440/0,5-19=0/944. 6-19=-295/0,7-19=-372/0,8-18=-295/0,10-18=0/702,10-17—1199/0,11-17=-29'i/0, 12-17=0/1768,12-16=-2277/0,14-16=0/1899 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/132015 BEFORE USE. Nit Design valid for use only with Weir®connectors.This design is based only upon parameters shown,arid is for an Wr dM dual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k. is always required for stability and to prevent collapse with poss&re personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPi l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Pdexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type s . Qty Ply Ahern Townhomes T13807150 J170770 F31 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:45 2018 Page 1 I D:6j8?3AigQrxl LNuFq U PDquyUQYm-OjzNljew69N BL6EnCOci?r0obp_RwhOmaVCAXTzPo_m 691 i 2-5-0 1-7-14 Scale=1:33.8 4x7= 3x4= 3x3 I I 4x7= 1.5x4 1 I 3x3= 1.5x4 H 3x6 FP= 1.5x4 I I 4x7= 3x3 II 1 2 3 4 5 6 7 8 9 10 11 ' e` l - = LeJ _It_ e NN o N 1 NN. •Z INN, Z \ 18 7T 16 15 14 13 12 3x3 H 4x10= 3x8 MT2OHS FP= 3x5= 4x7= 4x7= 4x7= 1-0-5 l 0-11-1 I 20-2-15 0-11-1 19-2-10 0-1-4 Plate Offsets(X,Y)-- 11:Edge,0-1-81,(12:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.15 14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.26 14-16 >882 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.07 12 Na n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:121 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=1355/0-5-8,12=1244/Mechanical Max Gray 17=1355(LC 1),12=1246(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2489/0,4-5=-2489/0,5-6=-3216/0,6-7=-3216/0,7-9=-2242/0,9-10=-2242/0 BOT CHORD 16-17=0/1475,14-16=0/3050,13-14=0/2926,12-13=0/1095 WEBS 2-17=-267/0,3-17=-1803/0,3-16=0/1274,4-16=-294/0,5-16=-706/0,6-14=-296/0, 7-14=0/364,7-13=-858/0,9-13=-300/0,10-13=0/1438,10-12=-1589/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE 545-7473 rev.1003/2015 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,not111111 a truss system.Before use,the building designer must verify the appllcabllN of design parameters and properly incorporate this design Into the overall balding design. Bracing indicated Is to prevent buckling of irrdiAdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stdlblity and to prevent collapse wtth possible personal kntury and property damage. for general guidance regarding the fatxication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/IPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type e . Qty 'Ply Ahern Townhomes T13807151 J170770 I FG01 Floor Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:46 2018 Page 1 I D:6j8?3AigQrxj LNu Fq U PDquyUOYm-swXly2eYtSV2zGpzm57xX2ZswDQzf4Qvp9xj3wzPo_I 0-1-8 2-4-4 01-8 H 2-5-0 Sbale=1:46.8 1.5x4 I I 3x3= THA426 THA426 1.5x4- 1.5x4= 4x7= 1.5x4 II 3x5= 1.5x4 II 3x3= 1.5x4 !I 3x6 FP= 6x6 I I 6x6= 3x6 I I 6x6= T 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23„ .T"- 7^_ /fit 11 /J -'1-- r r,6 i lI r' 22 21 20 19 /8 17 16 15 3x8= 4x7= 3x8 MT2OHS FP= 3x6= 3x5= 4x7= 5x10= 4x4= 27-7-12 27-7-12 Plate Offsets(X,Y)-- 11:Edge,0-0-121,[14:0-1-8,Edge],114:0-1-8,0-0-81,[15:Edge,0-1-8],[23:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.35 18-19 >928 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.58 18-19 >563 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.65 Horz(CT) 0.10 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:329 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 9-14:2x4 SP 2250F 1.9E(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 22=2127/0-3-0,15=2838/0-4-13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-15=-2829/0,2-3=-4876/0,3-4=-4876/0,4-5=-7936/0,5-6=-7936/0,6-7=-9302/0, 7-8=-9302/0,8-11=-9061/0,11-12=-9061/0,12-13=-3775/0,13-14=-3776/0 ROT CHORD 21-22=0/2697,19-21=0/6609,18-19=0/8817,17-18=0/9306,16-17=0/6756 WEBS 2-22=-3347/0,2-21=0/2732,3-21=-282/0,4-21=-2172/0,4-19=0/1664,5-19=-290/0, 6-19=-1104/0,6-18=0/608,7-18=-315/0,8-17=-307/0,11-17=-1451/0,12-17=0/2855, 12-16=-3693/0,13-16=-439/0,14-16=0/4618 NOTES- 1) Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 4-11-8 oc max.starting at 20-3-13 from the left end to 25-3-5 to connect truss(es)to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:15-22=-10,1-14=-120 Concentrated Loads(Ib) Vert: 11=-1232(B)13=-179(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7073 rev.10/032015 BEFORE USE. Design valid for use only with MilekA connectors.This design is based only upon parameters shown,and Is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 i Job Truss Truss Type a Qty Ply Ahern Townhomes T13807152 J170770 FG02 Floor Girder 1 1 !Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:47 2018 Page 1 I D:6j8?3AigQrxj LNuFq U PDquyUQYm-L657AOfAemdvbQO9KpeA4G6E2dtSOh?22phHbMzPo_k 3x6 II 2-0-7 THA426 6x8= THA426 3x6 i 1 7 2 8 3 Scale=1:12.7 to N " 4x7= 6 5 4 1.5x4 I I 457= 2-4-3 4-8-6 41-7 2-4-3 2-4-3 0-0-i Plate Offsets(X,Y)-- [4:Edge,0-1-8),[6:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.09 Vert(CT) -0.00 5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=299/Mechanical,4=301/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-291/0,2-4=-291/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-6-12 from the left end to 3-6-12 to connect truss(es)to front face of top chord. 4)Fill all nail holes where hanger is in contact with lumber. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=-10,1-3=-120 Concentrated Loads(Ib) Vert:7=-11(F)8=-11(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify 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 Mileke)connectors.IIs 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 trss systems.seeANSI/lPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type e Qty Ply 1 Ahern Townhomes T13807153 J170770 FG03 Floor Girder 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:47 2018 Page 1 I D:6j 8?3AigQrxJLNuFgU PDquyUQYm-L657AOfAemdvbQO9KpeA4G67SdoZOd922phHbMzPo_k 3x6 Ij 2 D 7 T11A420 tx8= THA426 3x6 I I 1 7 2 8 3 Scale=1:12.7 + I� • li I N 4x7= 6 5 4 1.5x4 II 4x7 2-4-3 4-8-7 2-4-3 2-4-3 Plate Offsets(X,V)-- I4:Edge,0-1-8!,i6:Edge,0-1-8) ' I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.01 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.41 Vert(CT) -0.02 5 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.30 Horz(CT) 0.01 4 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-P Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1352/Mechanical,4=1577/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-323/0,3-4=-548/0 BOT CHORD 5-6=0/1248,4-5=0/1248 WEBS 2-6=-1610/0,2-4=-1610/0 NOTES- 1) Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-6-12 from the left end to 3-6-12 to connect truss(es)to back face of top chord. 4) Fill all nail holes where hanger is in contact with lumber. 5) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=-10,1-3=-120 Concentrated Loads(Ib) Vert:7=-1175(B)8=-1175(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa Fl.33610 Date: April 17,2018 mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MF7073 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design k based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss I Truss Type & •I Qty Ply Ahern Townhomes T13807154 J170770 FG04 I Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:49 2018 Page 1 I D:6j8?3AigOrxj LNuFgU PDquyUQYm-H UCua4hQANtdgjXYREhe9hBP7QNjsOpLV7ANgEzPo_i 0-1-8 1-9-0 0-9-9 H i 2-5-0 I Scale=1:43.7 3x6 FP= 3x10 1.5x4= 3x6 FP= 3x6 FP= 3x10 I 12x14 MT2OHS= 3x10 i I 7x10= 3x10 i I 8x8= 3x10 II 8x8= 10x12 M18SHS= 12x14= THA426 THA426 Special 1 2 3 4 5 6 7 8 9 25 10 11 12 13 14 15 ?, ? 4 ME4 P :: 2- , a • 1.- 1r 24 23 22 21 20 19 18 17 16 6x8= 3x12 M18SHS FP= 6x10= 6x8= 1.5x4 SP=12x14 MT2OHS= 12x14 MT2OHS= 6x12= 3x12 M18SHS FP= 6x6 II 25-5-1 25-5-1 Plate Offsets(X,Y)-- [1:0-1-8,0-2-8],[6:0-5-0,Edge),[8:0-4-0,Edgel,[10:0-3-12,Edge),113:0-5-4,Edgel,114:0-0-12,0-0-01,[15:0-3-0,Edge],118:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loe) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 1 Vert(LL) -0.39 20-21 >777 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.64 20-21 >475 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.14 16 Na n/a M18SHS 244/190 BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH I Weight:293 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24=2683/0-3-0,16=4349/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 15-16=-4337/0,2-3=-7014/0,3-6=-7014/0,6-7=12016/0,7-8=-12016/0,8-9=-15302/0, 9-10=-15302/0,10-12=-11633/0,12-13=-11633/0,13-14=-2414/0,14-15=-2416/0 BOT CHORD 23-24=0/3783,21-23=0/9684,20-21=0/13672,18-20=0/14548,17-18=0/6578 WEBS 2-24=-4541/0,2-23=0/3908,3-23=-328/0,6-23=-3230/0,6-21=0/2821,7-21—410/0, 8-21=-2003/0,8-20=0/1971.9-20=-1580/0,10-20=0/911,10-18=-3526/0,12-18=-1447/0, 13-18=0/6135,13-17=-5695/0,15-17=0/4693 NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2)The Fabrication Tolerance at joint 18=3%,joint 19=11% 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 4-0-13 oc max.starting at 16-3-0 from the left end to 20-3-13 to connect truss(es)to front face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)240 lb down at 25-3-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-24=-10, 1-15=-120 Concentrated Loads(ib) Vert 15=-240(F)12=-1456(F)25=-2064 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mi-7473 rev.10032015 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 him,/and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 0 Qty Ply Ahern Townhomes T13807155 J170770 FL01 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:50 2018 Page 1 I D:6j8?3AigQrxj LNuFgU PDquyUQYm-IhmGoQh2xh?USt6k?xCtiukfW gnib2aVknvxChzPo_h 1-9-43-9-7 1-9-4 P-0-3 1 3x4= 6 2 1.5x4 IScale=1:10.8 � I II 3 3x4 1.5x4 1-9-4 3-9-7 1-9-4 2-0-3 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loe) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) 0.01 4-5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 i BC 0.57 Vert(CT) 0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 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 3-9-7 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=-30/Mechanical,4=426/0-5-8 Max Uplift 5=-94(LC 4) Max Gray 5=55(LC 3),4=426(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 5. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East BNd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10113/2015 BEFORE USE. NMI valid for use only with MitekA ca connectors.This design Is based only upon parameters shown,and Is for r 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 indlvkival truss web and/or chord members only. Additional temporary and permanent acing MiTek k is always required for stability and to prevent collapse with possible personal ktlray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 'Job Truss Truss Type Qty Ply Ahern Townhomes I t • T13807156 J170770 FLO2 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:50 2018 Page 1 I D:6j8?3AigQrxj LNuFclU PDquyUQYm-IhmGoQh2xh?USt6k?xCtiukfW gnib2aVknvxChzPo_h 1-9-4i 3-9-7 i 1-9-4 2-0-3 1 3x4= 6 2 1.5x4 I Scale=1:10.9 111 I w ■ n n 1. 5 krA" 3x4= 1.5x4 I I 1-9-4 3-9-7 1-9-4 2-0-3 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) 0.01 4-5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 IBC 0.57 Vert(CT) 0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP I Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc pudins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=-30/Mechanical,4=426/0-5-8 Max Uplift 5=-94(LC 4) Max Gray 5=55(LC 3),4=426(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 5. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 la A WARNING-Verify design parameters end READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1G03/2015 BEFORE USE. Design valid for use only with MlTekTS connectors.This design 5 based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 1 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 regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Ahern Townhomes T13807157 J170770 FLO3 FLOOR 1 1 IJob Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:51 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-DtKe?mihi?7L31 hxZfj6E6GgGE7xKVgezRfUk7zPo_g 1-9-4 3-9-7 1-9-4 2-0-3 1 3x4= 6 2 1.5x4 HStale=1:11.1 tf 5 3 3x4= 1.5x4 II 1-9-4 3-9-7 1-9-4 2-0-3 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) 0.01 4-5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.57 Vert(CT) 0.01 4-5 >999 360 BCLL 0.0 ! Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 5.0 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 3-9-7 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=-30/Mechanical,4=426/0-5-8 Max Uplift 5=-94(LC 4) Max Gray 5=55(LC 3),4=426(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 5. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 8834 6904 Parke East Blvd.Tampa FL 33810 Date: April 17,2018 � r A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.14N3/201S BEFORE USE. Deign valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and is for an individual bulling component.not a truss system.Before use,the brdlding 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.seeANSVlPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I Ahern Townhomes 113807158 J170770 FLO4 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:51 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-DtKe?mihi?7L31 hxZfj6E6GgGE7xKVgezRfUk7zPo_g 1-9-4 3-9-7 1-9-4 2-0-3 1 3x4= 6 21.5x4 I Scale=1:11.2 ; Job 'Truss Truss Type Oty I Ply Ahern Townhomes • T13807159 J170770 FLO5 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:52 2018 Page 1 ID:6j8?3AigQnOLNuFgUPDquyUQYm-h3u0D6jJTIGChBG76MELnJpyieW X3ujnB502HZzPo_f 3-11-4 7-10-7 3-11-4 3-11-4 0.19112 Scale=1:14.6 1.5x4 II 4x4= 4x4= 2 3 • _ _ _ _ r _ — — NAILED NAILED NAILED NAILED 6 4x4= 4x4 7 8 5 = 9 10 4 NAILED 2x4 I I 3-11-4 7-10-7 3-11-4 3-11-4 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.03 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.36 Vert(CT) -0.03 5 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.28 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=548/Mechanical,4=563/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-946/0,3-4=-476/0 BOT CHORD 5-6=0/943 WEBS 2-6=-995/0,2-5=-412/0,3-5=0/991 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 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)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-107,4-6=-7 Concentrated Loads(Ib) Vert:5=-50(B)7=-50(B)8=-50(B)9=-50(B)10=-50(B) Thomas A.Albani PE No.39380 • MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,201E A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03S015 BEFORE USE. mil• Design valid for use only with MiTek©connectors.This design Is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • j Qty Ply Ahern Townhomes T13807160 J170770 FLO6 FLOOR 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:52 2018 Page 1 I D:6j8?3AigQnq LNuFq U PDquyUQYm-h3u0D6jJT IGChBG76M ELnJp_ReY73VZnB502HZzPo_f 4-0-0 7-11-15 4-0-0 3-11-15 01912 Scale=1:14.8 1.5x4 11 4x4= 4x4= 2 3 I I r� Ji 0 j .. 6 4x4= 5 4x4= 1.5x4 !1 4-0-0 7-11-15 4-0-0 3-11-15 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.02 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.25 Vert(CT) -0.03 5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 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 5-11-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=437/Mechanical,4=437/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-741/0,3-4=-420/0 BOT CHORD 5-6=0/738 WEBS 2-6=-782/0,3-5=0/779 NOTES- 1) Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7173 rev.10/032015 BEFORE USE. Min Design valid for use only with MiTek®connectors.this design is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T hulking design. Rid Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i iek • is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informalon avcilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tanga,FL 33610 Job Truss Truss Type a Oty Ply i Ahern Townhomes T13807161 J170770 FLO6A FLOOR 5 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:53 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-9GSOQSkxEcO2JLrJg4IaKXM9R1 uUoMvx018bpOzPo_e 3-11-4 7-10-7 3-11-4 3-11-4 0.19 12 Scale=1:14.6 1.5x4 II 3x4= 4x4 2 3 7 0 e 6 3x4= 5 4x4= 4 1.5x4 II 3-11-4 7-10-7 3-11-4 3-11-4 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.02 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.25 Vert(CT) -0.03 5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=429/0-2-0,6=429/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-716/0,3-4=-413/0 BOT CHORD 5-6=0/714 WEBS 2-6=-758/0,3-5=0/754 NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,201E A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7073 rev.1603/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an IndMdual building component,not a truss system.Before use,the 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 possbie personal inkay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply Ahern Townhomes T13807162 J170770 FLO7 Roof Special Supported Gable 4 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:53 2018 Page 1 I D:6j8?3AigQrxj LN uFgU PDquyUQYm-9GSOQSkXEcO2JLrJg4IaKXMHo 1 xZoPwxQ10bp0zPo_e 5-3-4 5-3-4 i 0.19112 Scale=1:11.0 2 9 3 4 o p r• • :•:: Job Truss Truss Type a Qty Ply I Ahern Townhomes T13807163 J170770 FLO8 FLOOR 37 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:54 2018 Page 1 ID:6j8?3AigQrxlLNuFgUPDquyUQYm-dSOnenIZ?wWvwVQVEnGpskuLZRGW XsZ4fPt8LSzPo_d 5-3-4 5-3-4 0.19 12 Scale=1:12.3 11.5x4 II 4x4= 2 9 4x4= ' 4 1.5x4 I I 5-3-4 5-3-4 LOADING (psf) SPACING- 1-4-0 CSI. DEFL- in (loc) I/deft Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) 0.00 4 "" 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.07 Vert(CT) -0.01 3-4 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=282/Mechanical,3=282/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-266/0,2-3=-266/0 NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 tat A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10N3/2015 BEFORE USE. Design valid(or use only with Miiektt connectors.this design is based only upon parameters shown,and Is for an individual budding component,not a truss system.Before use,the building designer must 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 fab ricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPlI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • r Qty Ply i Ahern Townhomes T13807164 J170770 FLO9 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:55 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-6ea9r7IBmDemYe?ioUn2PyRSXrW IGJVEu3dituzPo_c 1-0-11 3-3-13 5-6-15 1-0-11 2-3-2 2-3-2 Scale=1:12.3 1 5x5= 6 231(4= 3x4 I 3 4x4= 1-0-5 1-0111 3-3-13 5-6-15 1-0-5 0-d-6 2-3-2 2-3-2 Plate Offsets(X,Y)-- [2:Edge,0-1-8) LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.02 3-4 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.48 Vert(CT) 0.03 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 5.0 Code FBC201 7/TPI201 4 Matrix-MSH Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=240/Mechanical,4=359/0-5-8 Max Gray 3=246(LC 4),4=359(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-299/0,2-3=-283/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: April 17,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.I0W3.2815 BEFORE USE. iffi• Design valid for use only with MlTeke,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 applicabllty of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal knhgy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply I Ahern Townhomes T13807165 J170770 FL10 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:55 2018 Page 1 I D:6j8?3AigQrxjLNuFgUPDquyUQYm-6ea9r7l Bm DemYe?ioUn2PyRSYrW JGJV Eu3dituzPo_c 1-0-7 5-6-15 1 1-0-7 4-6-8 Scale=1:12.2 1 5x5= 6 2 3x4= • • 3x4 11 5 3 4x4= 1-0-5 11-7 5-6-15 1-0-5 0-6-2 4-6-8 Plate Offsets(X,Y)-- (2:Edge,0-1-8) LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.02 3-4 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.48 Vert(CT) 0.03 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH 1 Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=240/Mechanical,4=359/0-5-8 Max Gray 3=246(LC 4),4=359(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-299/0,2-3=-283/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No,39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33810 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10iO3,201S BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovdiable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type , • Qty Ply I Ahern Townhomes i T13807166I J170770 FL11 FLOOR 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:56 2018 Page 1 I D:6j8?3AigQrxj LN uFgU PDquyU QYm-ar7X2TmpXXmdAoauLCJ Hx9_mVFWf?mZN6jMFQKzPo_b 5-6-15 I 5-6-15 1 10 2 3 4 Scale=1:10.7 - 1 H . 1 , 1 I I 1 Li E , LI ii.,-..-aeeee . ee.eee-. iet-Ko i.x.xx' ii 'ii�ii'giiiiiiiiiiiii•tiigOi:i'i•J::•••i••i4i•P•i••'•Oii'iiii•ii:% iii• Job Truss Truss Type Qty Ply Ahern Townhomes T13807167I J170770 'FL12 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:56 2018 Page 1 I D:618?3AigOrxj LN uFq UPDquyUQYm-ar7X2TmpXXmdAoauLCJHx9_aCFt5?m3N6IMFQKzPo_b 4-8-14 � 4-8-14 1 1.5x4 I I 4x4= 0.19112 6 2 Scale=1:11.0 N • HTU26 HTU26 4x4- 2x4 11 5 7 8 -� 3 3-11-0 4-8-14 3-11-0 0-9-14 LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.01 4-5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=438/Mechanical,4=550/0-5-8 Max Gray 5=447(LC 3),4=550(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 1-4-0 oc max. starting at 1-2-4 from the left end to 2-6-4 to connect truss(es)to back face of bottom chord. 5)Fill all nail holes where hanger is in contact with lumber. 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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-107,3-5=-7 Concentrated Loads(Ib) Vert:7=-242(B)8=-242(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1003/1015 BEFORE USE. Design valid for use only with Mick®connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Indtvldrat truss web and/or chord members only. Additional temporary and permanent bracing Milek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply Ahern Townhomes T13807168 J170770 FL13 FLOOR 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:57 2018 Page 1 I D:6j8?3AigQrxj LNuFq U PDquyUQYm-21 hvGpn RI ruUny84wgW UN W msf7CkDJXLN6oynzPo_a 4-8-14 4-8-14 1 1.5x4 11 4x4= 0.19 112 6 2 Scale=1:11.0 r-- 9 4x4= _ 1.5x4 I I 5 3 3-11-0 4-8-14 3-11-0 0-9-14 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) 0.03 4-5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.71 Vert(CT) 0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=187/Mechanical,4=317/0-5-8 Max Gray 5=196(LC 3),4=317(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) 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. Thomas A.Atbani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Welly dalign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIN-7473 rw.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bx11ding designer must verify the applicability of design parameters meters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web Crud/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 tnas systems,seeANSI/IPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 . Oty Ply Ahern Townhomes T13807169 1J170770 FL14 FLOOR 13 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:57 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-21 hvGpnRlruUny84WgW UNW m6f8pkDJXLN6oynzPo_a 3-8-3 4-8-6 3-8-3 i 1-0-3 11.5x4 11 4x4= 0.19 12 6 2 Scale=1:11.0 I ry • lI• 4x4= 1.5x4 II 5 4. 3 3-8-3i 4-8-6 i 3-8-3 1-0-3 LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) 0.03 4-5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(CT) 0.04 4-5 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=189/Mechanical,4=311/0-5-8 Max Gray 5=196(LC 3),4=311(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE M 7473 rev.10173/2015 BEFORE USE Design valid for use only with MITekA connectors.This design Is based only upon parameters shown,and Is for an individual building component,not legl 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 possInie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Qually Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type a .'Qty Ply Ahern Townhomes T13807170 JI70770 FL15 FLOORI i12 1 Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:58 2018 Page 1 I D:6j8?3AigQrxjLNuFgUPDquyUQYm-W DFHT9o4280LP6jHTdLI1 a3 j2UvTfZga1 rMUDzPo_Z 3-0-10 4-1-15 1 1 1 3-0-10 1-1-5 11.5x4 1 0.19[12 6 42 Scale=1:11.1 I 1 I 7. 4x4= 1.5x4 I I 5 3 3-0-4 3-Q110 4-1-15 { 3-0-4 0-0-6 1-1-5 LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (roc) Udefl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) 0.02 4-5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.68 Vert(CT) 0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a rUa BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=143/Mechanical,4=295/0-5-8 Max Gray 5=156(LC 3),4=295(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3) 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 mil 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7073 rev.1003/1015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wtth possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable horn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type a Qty Ply Ahern Townhomes T13807171 J170770 FL 16 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:58 2018 Page 1 I D:6j8?3AigQngLNuFgUPDquyUQYm-W DFHT9o4280LP6jHTdLl1 a3yG2ZJTfZga1 rMUDzPo_Z 3-0-7 4-1-15 1 3-0-7 1-1-8 1 1.5x4 4x4= 0.19 1 12 6 2 Scale=1:11.1 1 Y • • HTU26 HTU26 2x4 I I 5 7 8 4.' 3 4x4 3-0-4 3-9-7 4-1-15 3-0-4 0-0-4 1-1-8 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.00 4-5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=440/Mechanical,4=460/0-5-8 Max Gray 5=453(LC 3),4=460(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 1-4-0 oc max. starting at 0-6-1 from the left end to 1-10-0 to connect truss(es)to front face of bottom chord. 5) Fill all nail holes where hanger is in contact with lumber. 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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-107,3-5=-7 Concentrated Loads(Ib) Vert:7=-231(F)8=-230(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 MINIMa WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Woke 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 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 MiTe k Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Btvd. II Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type • * Oty Ply Ahern Townhomes T13807172 J170770 I FL17 FLOOR 1 1 Job Reference(optional) `Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:59 2018 Page 1 ID:6j8?3AigOrxjLNuFgUPDquyUOYm-_OpghVoipSBC1GIT1 Ks_Zoc7HSp8C6ppohbvOfzPo_Y 4-6-15 4-6-15 1 4x4- 6 2 1.5x4 II Scale=1:10.9 • 5 3 4x4=- 1.5x4 1.5x4 2-5-4 4-6-15 2-5-4 2-1-11 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) 0.02 4-5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.74 Vert(CT) 0.03 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 5.0 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 4-6-15 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=32/Mechanical,4=454/0-5-8 Max Uplift 5=-59(LC 4) Max Gray 5=100(LC 3),4=454(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 lb uplift at joint 5. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIEK REFERANCE PAGE MN-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based ordy upon parameters shown,and Is for at 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 tr ss systems.seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type e • I Qty Ply Ahern Townhomes T13807173 J170770 FL18 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:04:59 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-_QpghVoipS8C1GIT1 Ks_Zoc7HSp8C6ppohbvOfzPo_Y 4-6-15 i 4-6-15 1 4x4= 6 2 1.5x4 Scale=1:11.0 I � ' I I ' r4 I I I it 1 I 5 3 4x4= 1.5x4 2-5-4 4-6-15 2-5-4 2-1-11 LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) 0.02 4-5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.74 Vert(CT) 0.03 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=32/Mechanical,4=454/0-5-8 Max Uplift 5=-59(LC 4) Max Gray 5=100(LC 3),4=454(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 lb uplift at joint 5. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE A10-7173 rev.10N3/2015 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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type a Qty Ply Ahern Townhomes T13807174 J170770 FL19 FLOOR 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:00 2018 Page 1 ID:6j8?3AigarxjLNuFgUPDquyUQYm-ScN2urpKamG3eQtfa2ND6?8MSs6VxZ3z1 LKTZ6zPo_X 4-6-15 4-6-15 1 4x4= 6 2 1.5x4 Scale=1:10.8 • •i4•iS•i0•iS•i i•O�•i•O•�•�L•�O•��•:•OHO v a %�L�i i'i'i'iii0•�'�•�OS•OJ�O'P�•J.O'00�0•0�0 iii%.•�•i!i 3 %ii•�•••••••••••iiiii i iiiiiii�i i��i i i i�i i�i ii�i i i i�i••�9 •i i�•�•�•�•�O•�O•iiii i i0�•iiP�i ii••iii•i•ii•iii•i iii•is•i ::•:❖:•:•::•:•:•::•::::•:•:❖:❖:•::❖:•:•:•::•:• ❖:•::❖:•::❖:'::• •:•:❖:❖:•:•: 4x4= 1.5x4 2-8-0 4-6-15 2-8-0 1-10-15 LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0.02 4-5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) 0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP j Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 5=30/2-8-0,4=284/0-3-8 Max Uplift 5=-33(LC 4) Max Gray 5=71(LC 3),4=284(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 5. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl•7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.must This design Is based only upon parameters shown,and is for an individual building component.not _' a truss system.Before use,the building designer 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. Addllonal 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.ANSI/1P11 Quality Criteria,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Information avaaable from Truss Plate Institute-218 N.Lee Street.Suite 312,Alexandria,VA 22314_ Tampa,FL 33610 Job Truss Truss Type • Qty Ply Ahern Townhomes T13807175 J170770 FL20 FLOOR 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:00 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-ScN2urpKamG3eQtfa2ND6?8M_sC2xZ3z1 LKTZ6zPo_X 1-9-4 3-9-7 I 1-9-4 2-0-3 1 3x4= 6 2 1.5x4 IScale=1:11.0 r I 5 * 3 3x4= 1.5x4 H I 194 397 I 1-9-4 2-0-3 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) 0.01 4-5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.57 Vert(CT) 0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 Na n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=-30/Mechanical,4=426/0-5-8 Max Uplift 5=-94(LC 4) Max Gray 5=55(LC 3),4=426(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 5. 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. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111.7473 rev.10103/2015 BEFORE USE. ita Design valid for use only with MITelsID connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the balking 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 miry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPri Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type e a 'Qty Ply ' Ahern Townhomes T13807176 J170770 FRO1 Flat Girder 1 ' , 2 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:02 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-O?VoJXra6NWnuj12iTPhBQDgEgo1 PELGVfpZd_zPo_V 2-5-8 6-10-11 11-2-2 15-5-8 19-8-15 24-0-6 28-5-9 2-5-8 4-5-3 4-3-7 4-3-7 4-3-7 4-3-7 4-5-3 Scale=1:48.7 3x4= 1.5x4 I I 5x12= 1.5x4 II 4x10= 5x5= 5x12= 1.5x4 il 1 2 3 4 i7 5 18 6 7 8 �� I' I 1J_. nn n - nn nn a nn nr -In nn e 16 15 14 19 13 20 12 21 22 23 11 24 25 10 26 27 9 2x4 H 6x10= 2x4 H NAILED 8x8 NAILED 2x4 NAILED 4x10= NAILED�4 11 NAILED 4x7= THJA26 NAILED NAILED NAILED NAILED NAILED NAILED 2-2-12 2 8 6-10-11 11-2-2 15-5-8 1 19-8-151 24-0-6 { 28-5-9 2-2-12 0-2-12 4-5-3 4-3-7 4-3-7 4-3-7 4-3-7 4-5-3 Plate Offsets(X,V)-- 16:0-2-8,0-3-01,113:0-4-0,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.59 12 >532 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.86 Vert(CT) -0.83 12-13 >376 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:319 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, BOT CHORD 2x6 SP No.2*Except* except end verticals. 9-13:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 4-11-9 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-15 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 9=2233/0-3-8,15=2227/0-5-8 Max Horz 15=-71(LC 19) Max Uplift 9=-1345(LC 5),15=-1335(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-306/172,2-3=-349/195,3-4=-9252/5063,4-5=-9252/5063,5-6=-8905/5131, 6-7=-8905/5131 BOT CHORD 14-15=-3423/6192,13-14=-3423/6192,12-13=-5932/10610,11-12=5932/10610, 10-11=-3462/5845,9-10=3462/5845 WEBS 1-15=-200/374,2-15=-367/270,3-15=-6103/3472,3-14=-240/443,3-13=-1772/3196, 4-13=-263/218,5-13=-1418/957,5-12=-307/577,5-11=-1780/1042,6-11=-252/244, 7-11=-1777/3196,7-10=-240/453,7-9=-5859/3446 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf 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 1345 lb uplift at joint 9 and 1335 lb uplift Thomas A-Albani PE No-39380 at joint 15. MiTek USA,Inc-FL Cert 6634 8)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Left Hand Hip)or equivalent at 7-0-10 from the left end to connect truss(es)to 6904 Parke East Blvd.Tampa FL 33610 front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 9)Fill all nail holes where hanger is in contact with lumber. Date. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. April 17,2018 ddiltWiatriinn:riefidittynal permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 911-7473 rev.10/D3/2015 BEFORE USE. Design valid for use oNy with Mitek®connectors.Itis design Is based oNy upon parameters shown,and Is for an individual building component-not111111 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 hrdlcated 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 miry and property damage. For general guidance regarding the falx cation,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Truss Prate Institute-218 N.Lee Street,Suite 312,AJexarxdrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' e I Oty Ply 1 Ahern Townhomes T13807176 JI 70770 FR01 Flat Girder i 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:02 2018 Page 2 I D:6j8?3AigQrxj LN uFq U PDquyUQYm-O?VoJXra6N W nuj 1 2iTPhBQDgEgot PELGVfpZd_zPo_V LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=-70,9-16=-20 Concentrated Loads(Ib) Vert:9=-149(F)14=-367(F)13=-141(F)19=-141(F)20=-141(F)21=-141(F)22=-141(F)23=-141(F)24=-141(F)25=-141(F)26=-141(F)27=-141(F) t AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 rev.10/03/2015 BEFORE USE. ME 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 icated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. L Safely Information available from Truss Plate Institute.218 N.Lee Street Stile 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type a e Qty Ply Ahern Townhomes T13807177 J170770 FRO2 Flat 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:03 2018 Page 1 I D:6j8?3AigQrXJLNuFelU PDquyUQYm-tB2AW ssCtheeVtcEGAxwkemra38C8pGPjJZ7AQzPo_U 2-5-8 , 6-10-11 11-2-2 15-5-8 19-8-15 24-0-6 28-5-9 2-5-8 4-5-3 4-3-7 4-3-7 4-3-7 4-3-7 4-5-3 Scale=1:48.7 3x4= 1.5x4 H 6x10= 1.5x4 II 4x10= 5x5= 6x10= 2x4 1 2 17 3 4 18 5 19 6 7 20 8 a. g ' a I a t-J 16 15 14 13 12 11 10 9 1.5x4 I I 6x10= 1.5x4 I 7x10 MT2OHS= 1.5x4 I i 5x8= 1.5x4 II 457=- 1 1 2-2-12 2-5.8 6-10-11 11-2-2 i 15-5-8 19-8-15 24-0-6 I 28-5-9 2-2-12 0- -12 4-5-3 4-3-7 4-3-7 4-3-7 4-3-7 4-5-3 Plate Offsets(X,Y)-- (6:0-2-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.54 12 >574 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.97 12 >323 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress[nor YES WB 0.48 Horz(CT) 0.13 9 r1/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, BOT CHORD 2x4 SP No.2*Except' except end verticals. 9-13:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 5-0-13 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-15,7-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 9=1163/0-3-8,15=1373/0-5-8 Max Horz 15=75(LC 9) Max Uplift 9=-554(LC 9),15=-713(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-4880/2086,4-5=-4880/2086,5-6=-4828/2121,6-7=-4828/2121 BOT CHORD 14-15=-1335/3113,13-14=-1335/3113,12-13=-2402/5487,11-12=-2402/5487, 10-11=-1444/3073,9-10=-1444/3073 WEBS 2-15=-328/239,3-15=-3209/1417,3-13=-842/1856,4-13=-292/212,5-13=-638/429, 5-11=-692/336,6-11=-2821234,7-11=-785/1843,7-9=-3126/1446 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 28-3-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf 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 554 lb uplift at joint 9 and 713 lb uplift at joint 15. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 _ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekS connectors.Ibis design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the appllcabYlty of design parameters and properly Incorporate this design Into the overall budding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabk:ation.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss I Truss Type • . Qty Ply Ahern Townhomes T13807178 J170770 FRO3 Flat Girder 1 2 Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:04 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-LNcZkCsge_mV71 BQptS9GrJ4xTXItEIZyylgitzPo_T 2-5-8 7-8-15 12-10-11 18-0-6 23-2-2 28-5-9 2-5-8 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 Scale:114"=1' 3x4= 1.5x4 H 4x10= 1.5x4 H 5x8= 1.5x4 II 5x5= I 2 3 4 15 5 6 7 _..........001161.I.•mi m I m•.imorW:_____„„-----MEM 1•. 1 nn rn A7. nn nn nn rh Pre I 14 13 16 12 17 18 11 19 20 10 21 22 9 8 2x4 11 4x10= THJA262x4 II NAILED 8x8 NAILED NAILED 2x4 II NAILED 5x8= 2x4 II NAILED NAILED NAILED I 2-2-12 2-r5;8 7-8-15 12-10-11 i 18-0-6 23-2-2 28-5-9 2-2-12 0-9-12 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 Plate Offsets(X,Y)-- 15:0-4-0,0-3-0),(11:0-4-0,0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.38 10-11 >829 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.55 10-11 >566 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.60 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017TTPI2014 Matrix-MSH Weight:317 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-13 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 8=1190/0-3-8,13=1357/0-5-8 Max Horz 13=-71(LC 22) Max Uplift 8=-675(LC 5),13=-874(LC 4) Max Gray 8=1255(LC 28),13=1541(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-301/117,2-3=-347/139,3-4=-6516/2983,4-5=-6516/2983,5-6=-4052/2115, 6-7=-4052/2115,7-8=-1132/645 BOT CHORD 12-13=-2133/4625,11-12=-2133/4625,10-11=-3284/6546,9-10=-3284/6546 WEBS 1-13=-131/369,2-13=-372/283,3-13=-4398/2154,3-12=-32/312,3-11=-1044/1981, 4-11=-342/215,5-11=-195/454,5-10=-87/315,5-9=-2565/1194,6-9=-355/301, 7-9=-2076/3970 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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 675 lb uplift at joint 8 and 874 lb uplift at Thomas A.Albani PE No.39380 joint 13. MiTek USA,Inc.FL Cert 6634 8)Use Simpson Strong-Tie THJA26(THJA26 on 2 ply,Right Hand Hip)or equivalent at 6-9-7 from the left end to connect truss(es)to 6904 Parke East Blvd.Tampa FL 33610 back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. Date. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. April 17,2018 OcirltleimnimdmMitimal permanent and stability bracing for truss system(not part of this component design)is always required. la � r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 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 hdMdual building component.not a truss system.Before use,the building designer must verily the atiplicablity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality CriterI,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type . . Qty Ply Ahern Townhomes 713807178 J170770 FRO3 Flat Girder 11 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:04 2018 Page 2 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-LNcZkCsge_mV71 BQptS9GrJ4xTXItEIZyylgitzPo_T LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-70,8-14=-20 Concentrated Loads(Ib) Vert:11=-11(B)16=67(B)17=-11(B)18=-11(B)19=-11(B)20=-11(B)21=-11(B)22=-11(B) A WARNING-Verity 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 MITekt connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/tPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type , I Qty Ply I Ahern Townhomes T13807179 J170770 FRO4 Flat Girder I 1 I 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:05 2018 Page 1 I D:6j 8?3Ai gQrxj LN u Fq U P DquyU QYm-pZAKcYtT P I uLI Bmd N bzOp3rBTtp Lc hhi Bc2 E EJzPo_S 4-4-7 8-7-3 12-9-14 17-0-10 21-3-5 25-7-13 ' 4-4-7 I 4-2-11 i 4-2-11 4-2-11 4-2-11 I 4-4-7 Scale=1:43.6 6x6= 1.5x4 I i 4x10= 1.5x4 I 5x8= 1.5x4 H 5x5= 1 2 3 4 5 6 7 q� nn nn — rn nn —t.,nn 1r lr Ir �1n n Ifi1 nn Cd 14 15 16 13 17 18 12 19 20 11 21 22 10 23 9 24 8 3x6 I I NAILED 8x8 NAILED 8x8= NAILED 4x10= NAILED 2x4 NAILED 6x6 3x6 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-4-7I 8-7-3 12-9-14 17-0-10 21-3-5 25-7-13 4-4-7 4-2-11 4-2-11 4-2-11 4-2-11 4-4-7 Plate Offsets(X,Y)-- 15:0-3-8,0-3-01,112:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.54 11 >559 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.77 11 >397 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.62 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:287 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, BOT CHORD 2x6 SP No.2*Except' except end verticals. 8-12:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 14=2024/0-3-8,8=2100/0-3-8 Max Horz 14=71(LC 7) Max Uplift 14=-1211(LC 4),8=-1259(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1743/1057,1-2=-5382/3173,2-3=-5382/3173,3-4=-9470/5294,4-5=-9470/5294, 5-6=-5240/3083,6-7=-5240/3083,7-8=-1698/1028 BOT CHORD 13-14=-178/261,12-13=-5097/8867,11-12=-5097/8867,10-11=-5166/8875, 9-10=-5166/8875,8-9=-173/254 WEBS 1-13=-3171/5365,2-13=-265/257,3-13=-3644/2052,3-12=-292/549,3-11=-539/631, 5-11=-533/623,5-10=-319/593,5-9=-3801/2145,6-9=-264/257,7-9=-3077/5213 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opst 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 1211 lb uplift at joint 14 and 1259 lb uplift at joint 8. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. Thomas A.Albani PE No.39380 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(pIt) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-7=-70,8-14=-20 Date: April 17,2018 Continued on nage 2 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.idV3,2015 BEFORE USE mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is tot an individual buYding component,not a truss system.Befcre use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. tracing indicated is to prevent buckling of individual truss web aux]/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatton available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type , I Qty Ply i Ahern Townhomes T13807179 J170770 FRO4 Flat Girder I 1 2 IJob Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:05 2018 Page 2 I D:6j 8?3Ai gQrxj LN u Fq U P Dquy U OYm-pZAxaYtTP I u LI Bmd N bzOp3rBTtp Lc hhi Bc2 E EJzPo_S LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=-149(F)10=-141(F)9=-141(F)15=-141(F)16=-141(F)17=-141(F)18=-141(F)19=-141(F)20=-141(F)21=-141(F)22=-141(F)23=-141(F)24=-141(F) t V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 141-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekU connectors.This design is based only upon parameters shown,and Is for en iod idual 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 aril/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.sec-ANSI/7911 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty I Ply Ahern Townhomes T13807180 J170770 FRO5 Flat 1 10 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:06 2018 Page 1 I D:6j8?3AigQrxj LNuFgU PDquy UQYm-H mkJ9uu5Ac0CM LLpxl UdLGOJ6HF4L5mrQGnnmIzPo_R 5-2-10 10-3-8 15-4-5 20-5-3 25-7-13 5-2-10 5-0-14 5-0-14 5-0-14 5-2-10 Scale=1:43.6 6x6= 1.5x4 II 4x10= 5x5= 6x10= 3x4 II 1 13 2 3 1415 4 5 16 6 e — C . ------•-....... w i II 10 9 8 Q,k 12 3x6 II 6x10= 5x10 MT2OHS= 4x10= 1.5x4 I I 4x7= 5-2-10 10-3-8 15-4-5 20-5-3 25-7-13 5-2-10 5-0-14 5-0-14 5-0-14 I 5-2-10 Plate Offsets(X,Y)-- 14:0-2-8,0-3-0),(10:0-5-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.53 9-10 >571 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.94 9-10 >324 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.82 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-1 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-7 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x31 nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 12=1141/0-3-8,7=1141/0-3-8 Max Horz 12=-75(LC 8) Max Uplift 12=-546(LC 8),7=-546(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1067/545,1-2=-3413/1569,2-3=-3413/1569,3-4=-5066/2235,4-5=-5066/2235 BOT CHORD 10-11.2299/5121,9-10=-2299/5121,8-9=-1621/3451,7-8=-1621/3451 WEBS 1-11=-1572/3398,2-11=-354/292,3-11=-1770/774,3-9=-234/282,4-9=-338/258, 5-9=-735/1673,5-7=-3447/1595 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=24f1;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 25-6-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf 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 546 lb uplift at joint 12 and 546 lb uplift at joint 7. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 i 111 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10/V32015 BEFORE USE. mil Design valid for use or4y 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 bolding 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/iPl I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty Ply 1 Ahern Townhomes 113807181 J170770 FRO6 Flat Girder 1 j 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:07 2018 Page 1 ID:6j8?3AigOrxjLNuFgUPDquyUQYm-lylhMEvjxv83_Vv?V0?SuUxazhZa4W 9?ewXKJCzPo_Q 5-2-10 10-3-8I 15-4-5 20-5-3 25-7-13 5-2-10 5-0-14 5-0-14 5-0-14 5-2-10 Scale=1:43.9 5x5= 1.5x4 H 4x10= 5x5= 4x10= 1.5x4 II 2 3 1314 4 5 6 B ice . Y nn T nT nn nn 111 An nn u,1 12 11 15 10 16 17 18 9 19 20 8 21 22 7 2x4 H 5x8= NAILED 8x8= NAILED 4x10= NAILED 2x4 4x4 NAILED NAILED NAILED NAILED NAILED NAILED 5-2-10 10-3-8 15-4-5 20-5-3 25-7-13 5-2-10 5-0-14 5-0-14 5-0-14 5-2-10 Plate Offsets(X,V)-- (4:0-2-8,0-3-0),[10:0-4-0,0-4-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.36 9-10 >856 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.52 9-10 >589 180 BCLL 0.0 * Rep Stress Incr NO WB 0.94 Horz(CT) 0.05 7 r1/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:285 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. REACTIONS. (Ib/size) 12=1177/0-3-8,7=1207/0-3-8 Max Horz 12=-71(LC 4) Max Uplift 12=652(LC 4),7.741(LC 5) Max Gray 12=1199(LC 26),7=1342(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1078/622,1-2=-3800/2002,2-3=-3800/2002,3-4=-6059/3082,4-5=-6059/3082 BOT CHORD 10-11=-3061/6131,9-10=-3061/6131,8-9=-2287/4221,7-8=-2287/4221 WEBS 1-11=-1965/3713,2-11=-349/295,3-11=-2407/1246,3-10=-80/293,3-9=-248/442, 4-9=-334/261,5-9=-982/1904,5-8=-53/269,5-7=-4146/2221 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasal=101mph;TCDL=4.2psf;BCDL=3-Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf 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 652 lb uplift at joint 12 and 741 lb uplift at joint 7. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albani PE No.39380 Uniform Loads(plf) Vert:1-6=-70,7-12=-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:8=-11(F)15=-11(F)16=-11(F)17=-11(F)18=-11(F)19=-11(F)20=-11(F)21=-11(F)22=-11(F) Date: April 17,2018 N 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev.14103/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design Is based only upon parameters shown,and Is for an hMdual 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 indMdud 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 knlury and property damage. for general guidance regadng the fabrication.storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPi1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. i Safety Information avdlable from Truss Plate Institute-218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type , , Oty Ply Ahern Townhomes T13807182 J170770 FRO7 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:09 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-hLORnwwzTXPnDo3OcR1 KZVOtOUBOYV_I6EORN4zPo_0 3-2-12 7-10-15 12-5-6 I 16-11-14 21-6-5 26-0-12 30-8-15 3-2-12 4-8-3 4-6-7 4-6-7 4-6-7 4-6-7 4-8-3 Scale=1:52.7 3x4= 1.5x4 I 6x10= 1.5x4 I 5x8= 1.5x4 H 5x12= 1.5x4 II 1 2 3 4 5 17 6 7 8 • � _ i..� e ° °'1"------ 11I ii nn nn �i,n nn in nn nn nn R nn nn ii 16 15 18 14 19 20 1321 22 12 23 24 11 25 26 10 27 28 9 2x4 II 6x10= 2x4 IINAILED 8x8= NAILED 2x4 I' NAILED 4x10= NAILED 2x4 II NAILED 4x7= HGUS26-2 NAILED NAILED NAILED NAILED NAILED NAILED NAILED I 3-0-0 3-?-12 7-10-15 I 12-5-6 16-11-14 21-6-5 I 26-0-12 30-8-15 { 3-0-0 0- -'12 4-8-3 4-6-7 4-6-7 4-6-7 4-6-7 4-8-3 Plate Offsets(X,Y)-- 15:0-4-0,0-3-0),(13:0-4-0,0-5-4) LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.69 12 >482 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.94 12 >351 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.60 Horz(CT) 0.09 9 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:343 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, BOT CHORD 2x6 SP No.2*Except' except end verticals. 9-13:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-15,7-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 9=2168/0-3-8,15=2095/0-5-8 Max Horz 15=-71(LC 4) Max Uplift 9=-1323(LC 5),15=-1546(LC 4) Max Gray 9=2271(LC 28),15=2419(LC 29) FORCES. (Ib)-Max.Comp./Max-Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-394/209,2-3=-407/241,3-4=-10184/5546,4-5=-10184/5546,5-6=-9736/5485, 6-7=-9736/5485,7-8=-273/161 BOT CHORD 14-15=-3900/7015,13-14=-3900/7015,12-13=-6373/11647,11-12=-6373/11647, 10-11=-3689/6383,9-10=-3689/6383 WEBS 1-15=-236/445,2-15=-375/293,3-15=-6844/3969,3-14=-376/645,3-13=-1683/3571, 4-13=-285/197,5-13=-1677/923,5-12=-303/630,5-11=-1975/1111,6-11=-279/259, 7-11=-1900/3499,7-10=-222/496,7-9=-6365/3655 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Thomas A.Albani PE No.39380 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1323 lb uplift at joint 9 and 1546 lb uplift MiTek USA,Inc.FL Cert 6634 at joint 15. 8)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 6-11-10 from the left end to connect truss(es)to 6904 Parke East Blvd.Tampa FL 33610 back face of bottom chord. Date. 9)Fill all nail holes where hanger is in contact with lumber. April 17,2018 CleilditsbeiliEEThistaticates 3-10d(0.148'x3")or 3-12d(0.148"x3.25")toe-nails per NDS auidlines. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII.7473 rev.1693/1015 BEFORE USE Design valid for use only with MITek0 connectors.Ibis design Is based only upon parameters shown,and Is for an Individual building component,not a hues 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 Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erectors and bracing of trusses and truss systems.seeANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandda,VA 22314. Tampa.FL 33610 Job I Truss Truss Type • • Qty Ply Ahern Townhomes T13807182 J170770 FRO7 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:09 2018 Page 2 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-hLQRnwwzTXPnDo3OcR1 KzvOtOUBOYV_I6EORN4zPo_O NOTES- 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=-70,9-16=-20 Concentrated Loads(Ib) Vert:9=-135(B)12=-127(B)18=10(B)19=-127(B)20=-127(B)21=-127(B)22=-127(B)23=-127(B)24=-127(B)25=-127(B)26=-127(B)27=-127(B)28=-127(B) 11 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MnEK REFERANCE PAGE MB-7473 rev.1040312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MI Tek. Is always required(or stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job .Truss Truss Type a Qty Ply Ahem Townhomes T13807183 J170770 FRO8 Flat 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:10 2018 Page 1 I D:6j8?3AigQrxj LNuFgU PDquyUQYm-9X_q?GxbEgXeryeaA8ZZW 6Z?DubrHt3RKul_v W zPo_N 3-2-12 8-9-13 14-3-3 19-8-8 25-1-14 30-8-15 3-2-12 5-7-1 5-5-5 5-5-5 5-5-5 5-7-1 Scale=1:52.7 3x4= 1.5x4 II 5x12= 1.5x4 II 6x8= 1.5x4 II 5x8= 1 2 3 15 4 16 5 6 17 7 -: ji-4IIIIIIIIIIIIIIIIIIIIIIaIIIII------— NOM Pr 14 13 12 11 10 9 8 1.5x4 I, 5x8= 1.5x4 I! 7x10 MT2OHS= 1.5x4 I I 7x10= 3x6 'I 3-0-0 3-2-I12 8-9-13 14-3-3 19-8-8 25-1-14 i 30-8-15 3-0-0 0-2-'12 5-7-1 5-5-5 5-5-5 5-5-5 5-7-1 Plate Offsets(X,Y)-- (3:0-5-4,0-1-12),(7:Edge,0-1-12),[13:0-1-8,0-1-8] 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 0.78 Vert(LL) 0.64 10-11 >516 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -1.16 10-11 >285 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-5:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-13,5-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 8=1227/0-3-8,13=1514/0-5-8 Max Horz 13=-75(LC 10) Max Uplift 8=-576(LC 9),13=-788(LC 8) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-5897/2491,4-5=-5897/2491,5-6=-3946/1772,6-7=-3946/1772,7-8=-1148/574 BOT CHORD 12-13=-1642/3956,11-12=-1642/3956,10-11=-2558/5900,9-10=-2558/5900 WEBS 2-13=-416/304,3-13=-4030/1785,3-11=-933/2002,4-11=-379/246,5-11=-143/286, 5-9=-2016/839,6-9=-385/318,7-9=-1766/3911 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-12,Interior(1)3-2-12 to 30-7-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf 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 576 lb uplift at joint 8 and 788 lb uplift at joint 13. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 I I III I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.10ro3/2015 BEFORE USE. Design valid for use only with MITeldt connectors.this design is based only upon parameters shown,and Is for an Individual building component,notMT 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 Indvkiud truss web and/or chord members arty. Additional temporary and permanent bracing Milek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIl Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type " , Qty 'Ply Ahern Townhomes 713807184 • J170770 I FRO9 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:11 2018 Page 1 I D:6j8?3AigQrxj LNuFq U PDquyUQYm-ejXCCbyD?8fVT6Dnks4o2K5BYIvx0MvaZYVYSzzPo_M 3-2-12 8-9-13I 14-3-3 19-8-8 25-1-14 30-8-15 3-2-12 5-7-1 5-5-5 5-5-5 5-5-5 5-7-1 Scale=1:54.2 3x4= 1.594 i I 6912 M18SHS= 1.594 I 6x10= 1.594 I 598 M18SHS= 1 2 3 15 4 16 5 6 7 WIIMMIIIIMIlt o: •`WIi in-ii- u in--it iiia=ni—in ii 67.1.1 11 14 13 12 17 11 18 19 10 20 21 22 9 23 24 25 8 2x4 I' 6x8= 2x4 IHTU26 10910 MT2OHS= HTU26 2x4 I HTU26 6912 M18SHS= HTU26 5910 MT2OHS II HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 I 3-0-0 3-2-112 8-9-13 14-3-3 19-8-8 25-1-14 30-8-15 3-0-0 0-2-12 5-7-1 5-5-5 5-5-5 5-5-5 5-7-1 Plate Offsets(X,Y)-- 15:0-4-4,0-3-4),)7:0-2-40-2-8j,[8:Edge,0-3-8],19:0-3-4,0-3-01,[13:0-1-12,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.88 10-11 >375 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -1.29 10-11 >256 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.82 Horz(CT) 0.11 8 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:341 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-0-3 oc bracing. 3-11,5-11,5-9,7-9:2x4 SP 2250F 1.9E WEBS T-Brace: 2x6 SP No.2-3-13 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 8=3403/0-3-8,13=2661/0-5-8 Max Horz 13=-71(LC 4) Max Uplift 8=-1918(LC 5),13=1497(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-489/267,2-3_562/304,3-4=-15261/7971,4-5=-15261/7971,5-6=-101368/6035, 6-7=-10868/6035,7-8=-2696/1536 BOT CHORD 12-13=-4579/9099,11-12=-4579/9099,10-11=-8872/16356,9-10=-8872/16356, 8-9=-312/511 WEBS 1-13=-303/575,2-13=-477/343,3-13=-8759/4542,3-11=-3496/6332,4-11=-340/233, 5-11=-1126/953,5-10=-598/1144,5-9=-5641/2946,6-9=-356/355,7-9=-5915/10645 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 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 or bottom chord live load nonconcur rent with any other live loads. 7)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1918 lb uplift at joint 8 and 1497 lb uplift Thomas A.Alban'PE No-39380 at joint 13. MiTek USA,Inc.FL Cert 6634 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. 6904 Parke East Blvd.FL Tampa FL 33610 starting at 12-0-3 from the left end to 30-0-3 to connect truss(es)to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. Date: GGie1pQ1p�)j�WT Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. April 17,2018 li iiilarramu -- a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with MiTekn 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 licabetty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply Ahern Townhomes �f T13807184 J170770 FRO9 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:11 2018 Page 2 I D:6j8?3AigQrxjLNuFgUPDquyUOYm-ejXCCbyD?8fVT6Dnks4o2K5BYIvx0MvaZYVYSzzPo_M LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-70,8-14=-20 Concentrated Loads(Ib) Vert:11=-332(F)17=-332(F)18=-332(F)19=-332(F)20=-332(F)21=-332(F)22=-332(F)23=-332(F)24=-332(F)25=-336(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ARI-7073 rev.10/03/2015 BEFORE USE. N. Design valid for use only with Milekb connectors.Ns design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the apr licabNlty of design parameters and properly Incorporate this design Into the overall building design. Bracbg 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 tabrlcatlon,storage,delivery.erection and bracing of trusses and truss systems.seeANSt/1PI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tama.FL 33610 I Job Truss Truss Type • , Qty I Ply I Ahern Townhomes T13807185 J170770 FR10 Flat Girder 1 2 IJob Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:12 2018 Page 1 ID:6j8?3AigQrxJLNuFgUPDquyUQYm-6w5aPxysIRnM4GozHZb1 bXeTDiDIIzOkoCE5_PzPo_L 4-10-6 8-3-0 11-7-10 4-10-6 3-4-10 3-4-10 Scale=1:19.8 1.5x4 I 3x8= 1.5x4 1 4x4= 2 3 4 L • B 9 AI 11 5 1.5x4 II Special 1,510 x4 II NAILED NAILED 7 3x4- 4x10= 4-7-10 4r10 8-3-0 { 11-7-10 4-7-10 0-2-12 3-4-10 3-4-10 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) -0.07 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Inco NO WB 0.17 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=565/0-5-8,5=10/Mechanical Max Horz 7=-75(LC 22) Max Uplift 7=-1393(LC 4),5=-371(LC 5) Max Gray 7=1418(LC 29),5=535(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-752/742,2-3=-792/794 BOT CHORD 6-7=-919/1208,5-6=-919/1208 WEBS 1-7=-844/842,2-7=-335/283,3-7=-1279/1187,3-6=-661/873,3-5=-1314/1020 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 0-5-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1393 lb uplift at joint 7 and 371 lb uplift at joint 5. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1125 lb down and 1025 lb up at 6-10-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Thomas A.Albani PE No.39380 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) Vert:1-4=-70,5-8=-20 6904 Parke East Blvd.Tampa FL 33810 Date: April 17,2018 Continued on nane 2 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10.473/2015 BEFORE USE Design valid for use only with MiTek6 connectors.This design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the appilcabllty 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. AdcAaonal temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • . Qty Ply Ahern Townhomes 2 113807185 J170770 FR10 Flat Girder 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:12 2018 Page 2 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-6w5aPxys1 RnM4GozHZb1 bXeTDIDIIzOkoCES_PzPo_L LOAD CASE(S) Standard Concentrated Loads(lb) Vert:9=478(F)10=-15(F)11=-17(F) t 0 WARNintli-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M*7173 rev.10/73/2015 BEFORE USE. liii 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. !Tracing Indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPtI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Prate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • a Qty Ply Ahern Townhomes T13807186 J170770 FR 11 Flat 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:13 2018 Page 1 I D:6j8?3AigQrxjLNuFgUPDquyUQYm-a6fydHzUW IvDiON9rG6G8IBV85g?UMLt1 s_fW rzPo_K 4-10-6 10 6-9-4 4-10-6 Scale=1:19.6 1.5x4 II 5x5= 4x4= 2 B 3 7 ie e 6 4 1.5x4 II 5 2x4 11 4x10 4-7-10 4f10-6 11-7-10 4-7-10 0-2-1 6-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.05 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.09 4-5 >912 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.44 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=147/Mechanical,5=874/0-5-8 Max Horz 5=75(LC 11) Max Uplift 4=-89(LC 9),5=-704(LC 8) Max Gray 4=181(LC 17),5=874(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-917/453,2-3=-917/453 WEBS 1-5=-488/996,2-5=-479/382,3-5=-568/989 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Oosh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-5-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 4 and 704 lb uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an kldMduai building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1Pt1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • . Qty Ply Ahem Townhomes T13807187 J170770 FR12 Flat 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:13 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-a6fydHzUW IvDiQN9rG6G81Bee5j1 UPyt1s_fWrzPo_K 2-6-12 6-9-3 I 10-11-10 I I 2-6-12 4-2-7 4-2-7 Scale=1:18.6 4x10= 1.5x4 I I 3x4_ 1.5x42 9 i0 4 3 • • • — ____) 8 , 6 5 1.5x4 I I ♦ 1.5x4 I I 7 4x10= 4x4= 2-4-0 24-6-1? 6.9-3 I 10-11-10 2-4-0 0-2-1 4-2-7 4-2-7 LOADING(psf) SPACING- 2-0-0 CSI. , DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.03 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=352/Mechanical,7=609/0-5-8 Max Horz 7=75(LC 11) Max Uplift 5=-199(LC 9),7=-427(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=-350/574,5-6=-350/574 WEBS 1-7=-92/259,2-7=-273/226,3-7=-653/407,3-5=-553/321 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-9-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 199 lb uplift at joint 5 and 427 lb uplift at joint 7. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1/403/7015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DS8-69 and SCSI Building Component Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type • . Qty Ply Ahern Townhomes T13807188 J170770 FR13 Flat 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:14 2018 Page 1 ID:6j8?3AigQngLNuFgUPDquyUQYm-21DKgd_6H314KZyLP_dVgyjojV4oDu01 FWjC21zPo_J 3-2-12 6-10-2 3-2-12 3-7-6 Scale=1:13.0 3x4= 1.5x4 I I 3x4= 1 2 7 6 4 1.5x4 11 3x8=5 1.5x4 I! 3-0-0 p-2-12 6-10-2 I 3-0-0 2-1 3-7-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:35 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-10-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=33/Mechanical,5=557/0-5-8 Max Horz 5=75(LC 11) Max Uplift 4=-33(LC 9),5=-471(LC 8) Max Gray 4=80(LC 10),5=557(LC 1) FORCES. (Ib)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-468/212,2-3=-468/212 WEBS 1-5=-232/483,2-5=-292/276,3-5=-235/549 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-2-12,Interior(1)3-2-12 to 6-8-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 4 and 471 lb uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date. April 17,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE to 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 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 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,seeANSUlPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety Information available from Trus Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss 'Truss Type . ,Qty Ply Ahern Townhomes T13807189 J170770 I FR14 Flat 17 1 I I ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:15 2018 Page 1 I D:6j8?3AigQrxj LN uFgU PDquyUQYm-W Vnj2z?k2M9xyjXYzh8kDAGzavP5yLFAUATIbkzPo_I 3-2-12 3-2-12 I 3-6-5 Scale=1:12.8 3x4= 1.5x4 I I 3x4= 1 2 7 3 7— ,[i rj 6 X 4 1.5x4 H 3x8=5 1.5x4 3-0-0 3-2-12 6-9-1 3-0-0 0-2-1 3-6-5 LOADING (psi) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 I BC 0.15 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES I WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-9-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=26/Mechanical,5=556/0-5-8 Max Horz 5=-75(LC 8) Max Uplift 4=-29(LC 9),5=-473(LC 8) Max Gray 4=77(LC 10),5=556(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-470/215,2-3=-470/215 WEBS 1-5=-235/485,2-5=-287/275,3-5=-239/554 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-12,Interior(1)3-2-12 to 6-7-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 4 and 473 lb uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1003/2015 BEFORE USE. IDesign valid for use only with MilekS connectors.This design Is based only upon parameters shown,and Is for an individual beading 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 possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIT Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 i Job Truss Truss Type . Qty Ply Ahern Townhomes T13807190 J170770 FR15 Flat 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:15 2018 Page 1 ID:6je?3AigQrxj LNuFgU PDquyUQYm-W Vnj2z?k2M9xyjXYzhBkDAGy?vOGyMyAUATIbkzPo_I 2-5-3 6-11-15 I 2-5-3 4-6-12 Scale=1:13.2 3x4= 1.5x4 I I 4x4 2 7 8 3 6 5 4 1.5x4 II 4x10= 1.5x4 I I 2-2-7 2-53+ 6-11-15 2-2-7 0-2-12 4-6-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 - Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 r1/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-11-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=161/Mechanical,5=442/0-5-8 Max Horz 5=75(LC 9) Max Uplift 4=-100(LC 9),5=-343(LC 8) Max Gray 4=166(LC 17),5=442(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-321/299 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)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 4 and 343 lb uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. April 17,2018 IMIHM AI WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003!2016 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and is for an individual bulding component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design Into the overall balding design. Bracing indicated is to prevent buckling of 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 regardrg the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPtI Qualify Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute,218 N.Lee Sheet,Sate 312.Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type , I Qty Ply Ahern Townhomes T13807191 J170770 FR 16 Flat 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:16 2018 Page 1 I D:6j8?3AigQrxj LNuFgUPDquyUQYm- hL5FJ0MpgHoZt5kW PgzINp71J kVhoCKjgCJ7AzPo_H 2-5-3 7-0-0 2-5-3 4-6-13 Scale=1:13.2 3x4= 1.5x4 II 4x4 1 2 7 8 3 i I ee 6 5 4 1.5x4 H 4x10= 1.5x4 2-2-7 2-5-3I 7-0-0 2-2-7 l-2-12 4-6-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=161/Mechanical,5=443/0-5-8 Max Horz 5=-75(LC 8) Max Uplift 4=-100(LC 9),5=-343(LC 8) Max Gray 4=166(LC 17),5=443(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-322/299 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)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 4 and 343 lb uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. pg. 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 wtth possible personal!vitrify and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalon avaliabie from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type • Oty Ply Ahern Townhomes 713807192 J170770 FR17 Flat 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:17 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-StvTTfO_a_PfB1 gw46BCIbLG4j3ROFpTxUysfdzPo_G 5-0-0 5-0-0 4x4= 1.5x4 H Scale=1:12.2 1 5 6 2 1 4 3 1.5x4 I I 4x4= 4-11-13 5-g-0 4-11-13 0-0-3 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.06 3-4 >958 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=212/0-3-8,3=212/0-4-0 Max Horz 3=-75(LC 8) Max Uplift 4=-i27(LC 8),3=-127(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 nlate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 4 and 127 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 a WARNING-Verify 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 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 indivkivai 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.seeANSUlPII Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information avdiabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Ahern Townhomes T13807193 J170770 FR18 Flat 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:17 2018 Page 1 ID:6j8?3AigQtxjLNuFgUPDquyUQYm-StvTTfO_a_PfB1 gw46BCIbLL_j6ROF2TxUysfdzPo_G 3-0-0 3-0-0 3x4= 21.5x4 II Scale=1:11.2 1 1 3 1.5x4 H 4 3x4= 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.17 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.01 Horz(CT) -0.00 4 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=122/0-3-8,3=122/Mechanical Max Horz 3=-75(LC 8) Max Uplift 4=-86(LC 8),3=-86(LC 9) Max Gray 4=124(LC 18),3=124(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at joint 4 and 86 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. April 17,201E V WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED ASTER REFERANCE PAGE 551.7473 rev.10/03/2015 BEFORE USE legt Design void 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 appllcablity of design parameters and properly incorporate this design Into the overall building design. Brackng indicated Is to prevent buckling of indMdual 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.seeANSl/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa FL 33610 Job Truss Truss Type • !Qty Ply ! Ahern Townhomes T13807194 J170770 FR 19 Flat 1 1 !Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:18 2018 Page 1 I D:6j8?3AigQrxj LNuFgUPDquyUQYm-w4Trg?1 cLHXVpBF7egi RgouV_6QM9hhcA8hQB3zPo_F 5-0-0 5-0-0 3x4= 3 x 4= 1.5x4 II Scale=1:12.5 1 7 2 3 0 co ''+•i i�O�i i�i��•OOi Oi i��i i i Oi i i��•i 1.5x4 I ,%iii'a ii••i ii•i.ilii ii.•iiiiiii.ii 3 x 4 5 4 5x5 3-3-8 5-0-0 3-3-8 1-8-8 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 0.21 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:27 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=584/2-0-0,5=584/2-0-0,4=-160/2-0-0 Max Horz 5=-75(LC 8) Max Uplift 5=-542(LC 8),4=-167(LC 18) Max Gray 5=584(LC 1),5=584(LC 1),4=207(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-458/225 BOT CHORD 4-5=-256/546 WEBS 1-5=-248/474,2-5=-408/664,2-4=-645/295 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 542 lb uplift at joint 5 and 167 lb uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 t � A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4411-7473 rev.10/03/201S BEFORE USE. Design valid for use only with MITekJ 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. BracIg indicated Is to prevent buckling of irrilvidual 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 kljury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply I Ahern Townhomes T13807195 J170770 ;FR20 Roof Special 5 1 ;Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:18 2018 Page 1 I D:6j 8?3AigQrxj LNuFq U P DquyUQYm-w4Trg?I cLHXV pBF7egi RgouYb6T29i5cA8hQB3zPo_F 1-0-0 1-0-0 3x4= 1.5x4 I Scale=1:11.3 1 2 ' 3 .. NPPr I_I 1.5x4 114 3x4= 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 j BC 0.01 Vert(CT) -0.00 4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.03 Horz(CT) -0.00 4 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=32/0-3-8,3=32/Mechanical Max Horz 3=-75(LC 8) Max Uplift 4=-91(LC 8),3=-91(LC 9) Max Gray 4=91(LC 11),3=91(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 4 and 91 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.10/03/2015 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 appiic.abtity 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 Wet(' is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the 6904 East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPi I Quality Criteria,DSB-89 and BCSI Building Component Safety information available from Truss Plate institute,218 N.Lee Street,Suite 312,NTampa.VA 22314. Parke East 0 Job Truss 'Truss Type • . Qty Ply ! Ahern Townhomes TI3807196 J170770 FR21 Flat Girder 1 1 _ I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:19 2018 Page 1 I D:6j8?3AigQrxjLNuFgU P DquyUQYm-PGODtL2F6bfMQLgJCXDgNORcy W gMu2mmPoRzkVzPo_E 3-6-10 6-9-12 9-7-6 3-6-10 3-3-2 2-9-10 Scale=1:17.9 _ 1.5x4 4x10= 1.5x4 1 3x4 2 3 4 1 9 7 10 5 1.5x4 NAILED 4x10= NAILED NAILED NAILED 6 3x6 11 6x6— ! 3-6-10 I 6-5-14 ¢-9-12 9-7-6 3-6-10 2-11-4 3-14 2-9-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.01 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.45 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-8-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-12 oc bracing. REACTIONS. (lb/size) 6=1981/0-7-12,5=-908/Mechanical Max Horz 6=75(LC 5) Max Uplift 6=-1997(LC 4),5=-1044(LC 26) Max Gray 6=2114(LC 26),5=1060(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-534/496,2-3=-534/496 BOT CHORD 6-7=-2009/1958,5-6=-2065/2034 WEBS 1-7=-570/608,3-7=-1583/1662,3-6=-1944/1876,3-5=-2212/2250 NOTES- 1)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1997 lb uplift at joint 6 and 1044 lb uplift at joint 5. 7)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-70,5-8=-20 Concentrated Loads(Ib) Vert:9=-46(F=-23,B=-23)10=-187(F=-94,B=-94) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11,7473 rev.10N3/1015 BEFORE USE. mi• , Design valid for use only with MITekS connectors.this design h based only upon parameters shown.and Is for an In dMNdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Urcorpcxate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required tor stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avaliabbe from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • Oty Ply Ahem Townhomes 113807197 J170770 FR22 Flat 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:20 2018 Page 1 I D:6j8?3AigQrxjLNuFgUPDquyUQYm-tSac5g3ttvnD2UPVIEkvwDzsDw88dcnveSAW GxzPo_D 3-0-0 3-0-0 3x4 21.5x4 II Scale=1:11.2 4 3 1.5x4 II 3x4 0-3-1 2-7-15 3-0-0 0-3-1 I 2-4-14 0-4-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 ` Rep Stress!nor YES WB 0.01 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=122/0-3-8,3=122/0-5-8,3=122/0-5-8 Max Horz 3=-75(LC B) Max Uplift 4=-86(LC 8),3=-86(LC 9) Max Gray 4=124(LC 18),3=124(LC 17),3=122(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at Joint 4 and 86 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 MEM A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1l-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekS)connectors.ibis 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 appilcabillty of design parameters and properly incorporate this design into the overall bukding 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 klkgy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InformatIon available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type - . Qty Ply Ahern Townhomes T13807198 J170770 I FR23 Flat 3 1 l !Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:21 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-Le8_103VeCv4ge_iJyFBSRW 19KUXM2D3s6w4o0zPo_C P-8-8 5-0-0 2-5-8 2-6-8 Scale:1'=1' 3x4- 1.5x4 i 3x4= 1 7 2 8 3 II T 6 ♦ 4 1.5x4 H 3x8= 5 1.5x4 II 2-2-12 2-5-8JJ 5-0-0 2-2-12 l}2-12 2-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=7/Mechanical,5=416/0-5-8 Max Horz 5=-75(LC 8) Max Uplift 4=-26(LC 9),5=-366(LC 8) Max Gray 4=64(LC 10),5=416(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-285/123,2-3=-285/123 WEBS 1-5=-143/299,3-5=-169/379 NOTES- 1)Wind:ASCE 7-10;VuIt=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)-This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 4 and 366 lb uplift at joint 5. Thomas A.Albani PE No.39380 Mask USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,201E � I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03!2015 BEFORE USE. ith• 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 wtth possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type . I Qty Ply I Ahern Townhomes TI3807199 i 1 J170770 FR24 Flat Girder 1 1 1 I I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:21 2018 Page 1 I D:6j8?3AigQrxj LNuFgUPDquyUQYm-Le8_I03VeCv4ge_iJyF8SR W VDKLOM 1 M3s6w400zPo_C 3-4-14 9-9-15 3-4-14 6-5-1 Scale=1:18.2 1.5x4 II 5x5= 3x4= 2 3 I I � 1 — I I I I 4 78 9 4 NAILED No, I NAILED NAILED 1.5x4 NAILED 5 NAILED NAILED 4x10= 3x4 H 3-1-04-14 9-9-15 3-1-0 b-3-14 6-5-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.08 4-5 >994 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.14 4-5 >542 180 BCLL 0.0 " Rep Stress Incr NO WB 0.19 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 9-9-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=255/Mechanical,5=890/0-7-12 Max Horz 5=-75(LC 6) Max Uplift 4=-140(LC 5),5=-851(LC 4) Max Gray 4=271(LC 25),5=980(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-285/162 WEBS 1-5=-150/301,2-5=-430/346,3-5=-266/337 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.0psf 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) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 4 and 851 lb uplift at joint 5. 7)"NAILED"indicates 3-10d(0.1485(3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,4-6=-20 Concentrated Loads(Ib) Vert:7=-46(F=-23,B=-23)8=-234(F=-117,B=-117)9=-7(F=-3,B=-3) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and is for an individual building component-not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 1 Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery-erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply Ahem Townhomes T13807200 J170770 FR25 Flat 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:22 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-priMWM47PW IxHoZutfmN?e2Cjkpc5WHC5mfdLgzPo_B 3.0-0 —H 3-0-0 1 3x4= 21.5x4 II Scale=1:11.2 I — • 1.5x4 114 3x4= 3 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP r Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=122/0-3-8,3=122/0-8-14 Max Horz 3=-75(LC 8) Max Uplift 4=-86(LC 8),3=-86(LC 9) Max Gray 4=124(LC 18),3=124(LC 17) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at joint 4 and 86 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek LISA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with MiTek,N connectors.This design is based only utxn txrameters 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 Mile k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/tPt I Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informafon available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type * Qty Ply Ahern Townhomes 713807201 J170770 FR26 Roof Special 1 1 ;Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:23 2018 Page 1 I D:6j8?3AigQrxj LNuFq U PDquyUQYm-H 1 Gkj i5IAg9ovy84RN IcXsbPM7ACgzM MKQPBtGzPo_A 1-0-12 1-0-12 3x4= 1.5x4 I Scale=1:11.3 1 2 TIMM.1111 3Mit 1.5x4 H 4 3x4= 1-0-12 1-0-12 LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 4 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=35/0-3-8,3=35/Mechanical Max Horz 3=-75(LC 8) Max Uplift 4=-86(LC 8),3=-86(LC 9) Max Gray 4=87(LC 11),3=87(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at joint 4 and 86 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 � 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Iris 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 appiicabtity 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 g of trusses and truss systems,seeANSI/SPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type b Qty Ply i Ahern Townhomes TI3807202i J170770 FR27 Flat Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:23 2018 Page 1 I D:6j8?3AigQrxjLN uFq U PDquyUQYm-H 1 Gkji5IAg9ovy84RN IcXsbFk72XgvsM KOPBtGzPo_A 4-6-1 9-5-14 4-6-1 4-11-13 Scale=1:17.7 1.5x4 ! 4x4= 1 4x4= 2r 3 I: i F 6 7 8 NAILED NAILED 1.5x4 !' NAILED - NAILED 3x4 II 4x10 NAILED 4-2-3 {{4-6-1 9-5-14 4-2-3 -3-14 4-11-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.09 4-5 >617 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.09 4-5 >678 180 BCLL 0.0 " Rep Stress Incr NO WB 0.31 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-7-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=-49/Mechanical,5=908/0-7-12 Max Horz 5=75(LC 23) Max Uplift 4=-74(LC 17),5=-1050(LC 4) Max Gray 4=119(LC 22),5=1124(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-708/634,2-3=-708/634 WEBS 1-5=-690/772,2-5=-388/313,3-5=-753/800 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 4 and 1050 lb uplift at joint 5. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase-1.25 Uniform Loads(plf) Vert:1-3=-70,4-6=-20 Concentrated Loads(Ib) Vert:5=-96(B)7=-48(F=-23,B=-25)8=113(F=-3,B=116) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10'0112015 BEFORE USE Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for art Individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly Incorporate this design into the overall bultdiog design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication-storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type a Qty Ply Ahem Townhomes TI3807203 J170770 FR28 Flat 1 1 Job Reference(optional) Manning Budding Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:24 2018 Page 1 ID:6j8?3AigQngLNuFgU PDquyUQYm-IDg6x26Nx71fX6jG_4pr438Y5XVOZQnVY48kPjzPo_9 3-0-12 3-0-12 3x4= 21.5x4 I Scale=1:11.2 • 1 . 3 3x4.=- 1.5x4 1.5x4 I!4 3-0-12 I 3-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.01 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=125/0-3-8,3=125/Mechanical Max Horz 3=-75(LC 8) Max Uplift 4=-87(LC 8),3=-87(LC 9) Max Gray 4=126(LC 18),3=126(LC 17) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 4 and 87 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE 611-7473 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 aril/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal inivay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • 4. Qty Ply Ahern Townhomes TI3807204 J170770 FR29 Flat 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:25 2018 Page 1 I D:6j8?3AigQnq LN uFq U PDquyU QYm-DQOV8070i RQ W 8GHTYoK4d Hgi3xg81sOenkuHx9zPo_8 I 3-2-12 5-0-12 3-2-12 1-10-0 Scale:1"=-1' 3x4= 1.5x4 I1 3x4= 1 7 2 3 EN ■ moil%%till lir"- INN 61.5x4 I I , 4 11111110. 6X8=5 1.5x4 Il 3-0-0I 2-1 5-0-12 3-0-0 0-2-12 1-10-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=-178/Mechanical,507/0-5-8 Max Horz 5=-75(LC 8) Max Uplift 4=-i83(LC 18),5=-564(LC 8) Max Gray 4=223(LC 8),5=607(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-483/239,2-3=-483/239,3-4=-442/183 WEBS 1-5=-262/498,2-5=-232/266,3-5.313/679 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-2-12,Interior(1)3-2-12 to 4-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint 4 and 564 lb uplift at joint 5. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 1 _ Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekS connectors.this design is based only upon parameters shown.and is for an individual building cornpxonent not a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing :Mitek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply Ahern Townhomes T13807205 J170770 TOt Flat Girder 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:26 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-hcxtLk7eSIYNmPsf6VrJ9UDjnL511 CCo00drUbzPo_7 4-6-1 8-2-13 4-6-1 3-8-12 Scale=1:15.5 1.5x4 II 3x4= 4x4= 2 1 7 8 1.5x4 ! NAILED NAILED NAILED NAILED 5x8= 5 3x6 I I 4-2-3 4-6-1 8-2-13 4-2-3 b-3-14 3-8-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.87 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.53 Horz(CT) -0.00 4 n/a 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 5-6-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=-510/Mechanical,5=1663/0-7-12 Max Horz 5=-75(LC 6) Max Uplift 4=-539(LC 31),5.1320(LC 4) Max Gray 4=362(LC 4),5=1826(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-196/356,1-2=-965/1508,2-3=-1015/1564,3-4=-366/577 WEBS 1-5=-1563/990,2-5=-379/298,3-5.1679/1120 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 539 lb uplift at joint 4 and 1320 lb uplift at joint 5. 7)'NAILED"indicates 3-10d(0.148'x3')or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)159 lb down and 70 lb up at 0-1-12,and 159 lb down and 70 lb up at 0-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-70,4-6=-20 Concentrated Loads(Ib) Vert:6=-256(F=-128,B=-128)7=-97(F=-49,B=-49)8=-85(F=75,B=-160) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 40-7473 rev.10/03J1015 BEFORE USE. legl • Design valid for use only with MitekP 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 oNy. Additional temporary and permanent b rating MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type . i 'Qty Ply Ahern Townhomes TI3807206 J170770 102 Flat 24 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:26 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-hcxtLk7eSIYNmPsf6VrJ9UDVCLCSI KEoOOdrUbzPo_7 2-0-0 2-0-0 1 3x4= 21.5x4 H Scale=1:11.2 3 1.5x4 114 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:12 Ib 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=77/Mechanical,3=77/Mechanical Max Horz 3=-75(LC 8) Max Uplift 4=-73(LC 8),3=-73(LC 9) Max Gray 4=92(LC 18),3=92(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft L=24ft;eave=4fh Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint 4 and 73 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 111111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with Mileka connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type e • Qty Ply Ahern Townhomes T13807207 J170770 103 Flat 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:27 2018 Page 1 I D:6j8?3AigQrxj LNuFgUPDquyUQYm-AoV FZ48GD2gEOZRrgDMYiim1 OI W UmnRxF1 N001 zPo_6 4-0-0 4-0-0 1 3x4= 5 6 21.5x4 H Scale=1:11.1 I - 3 0104111 3x5_ 1.5x4 114 3-5-8 4-0-0 i 3-5-8 0-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP I Weight:20 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=167/Mechanical,3=167/0-5-8,3=167/0-5-8 Max Horz 3=-75(LC 8) Max Uplift 4=-106(LC 8),3=-106(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint 4 and 106 lb uplift at joint 3. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 IIME t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE. pint 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/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from km Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply Ahern Townhomes J170770 T04 Flat 14 1 T13807208 i ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MrTek Industries,Inc. Tue Apr 17 14:05:27 2018 Page 1 1 D:6j8?3AigQrxj LNuFq UPDquyUQYm-AoV FZ48GD2gEOZRrgDMYi im_wtV8mkYxF I NO01 zPo_6 3-2-12 5-10-15 3-2-12 2-8-3 Scale=1:11.8 3x4= 1.5x4 ! 3x4= 7 2 3 6 1.5x4 H! 6x8=5 4 2x5 H 3-0-0 2-1 5-10-15 3-0-0 -2-1 2-8-3 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 0.46 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-5 >999 180 i BCLL 0.0 ' l Rep Stress Incr NO WB 0.20 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=-366/Mechanical,5=1128/0-5-8 Max Horz 5=-75(LC 8) Max Uplift 4=-426(LC 20),5=807(LC 8) Max Gray 4=285(LC 8),5=1191(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-326/323,1-2=-976/878,2-3=-976/878,3-4=-533/430 WEBS 1-5.950/1039,2-5=-268/277,3-5=-987/1160 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-12,Interior(1)3-2-12 to 5-9-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 lb uplift at joint 4 and 807 lb uplift at joint 5. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)161 lb down and 116 lb up at 0-1-12,and 161 lb down and 116 lb up at 0-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,4-6=-20 Concentrated Loads(lb) Vert:6=-256(F=-128,B=-128) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Ceit 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7073 rev.10/93/2015 BEFORE USE. Design valid for use only with MiTek©connectors.this design is based only upon parameters shown,and Is for an individual butding 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 iTek B always required for stability and to prevent collapse w th possible personal injury and property damage. f or general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type a , Qty Ply Ahern Townhomes TI3807209 J170770 T06 Flat 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:28 2018 Page 1 I D:6j8?3AigQng LN uFgU PDquyUQYm-e?3dmQ9u_Mo5?j 02 DwtnEvl EX8s3V Dn5Th6xYUzPo_5 2-2-12 4-0-0 2-2-12 i 1-9-4 1 3x4= 21.5x4 I I 3 Scale=1:11.1 04= 6 * 4 1.5x4 11 3x8= 5 1.5x4 II 1 2-0-04-0-0 2-0-0 10-2-122-2-121 1-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 4 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:22 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=-103/Mechanical,5=481/0-5-8 Max Horz 5=-75(LC 8) Max Uplift 4=-121(LC 18),5=412(LC 8) Max Gray 4=134(LC 8),5=481(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-292/181,2-3=-292/181,3-4=-264/134 WEBS 1-5=-205/316,3-5=-247/439 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave--4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 lb uplift at joint 4 and 412 lb uplift at joint 5. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)56 lb down and 41 lb up at 0-1-12 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-70,4-6=-20 Concentrated Loads(Ib) Vert:6=-44(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 MI OM WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MIIER REFERANCE PAGE MI-7473 rev.1p03/2015 BEFORE USE. pill Design valid for use only with MiTek®connectors.This design Is based oNy upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal hhry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPl1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Salary Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . r Qty Ply Ahern Townhomes T13807210 J170770 107 Rat Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:29 2018 Page 1 I D:6j8?3AigQrxj LNuFq U P DquyUQYm-6Bd?_lAW IgwydtbEndOOn7rDAY6W EZyEi LsV4wzPo4 4-6-1 8-1-5 4-6-1 3-7-4 Scale=1:15.2 = 1.5x4 it 3x4= 4x4 2 3 6 8 4 NAILED NAILED 1.5x4 I I NAILED NAILED 5x8= 5 3x6 4-2-3 ,4-6-1 8-1-5 4-2-3 0-3-14 3-7-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 15.0 1 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO j WB 0.53 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=-537/Mechanical,5=1679/0-7-12 Max Horz 5=-75(LC 4) Max Uplift 4=-566(LC 31),5=-1331(LC 4) Max Gray 4=379(LC 4),5=1843(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-196/356,1-2=-965/1508,2-3=1013/1562,3-4=-385/604 WEBS 1-5=-1563/990,2-5=-375/295,3-5=-1685/1123 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever lett and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.0psf 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) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 566 lb uplift at joint 4 and 1331 lb uplift at joint 5. 7)°NAILED"indicates 3-10d(0.148"x3°)or 2-12d(0.148"x3.25°)toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)159 lb down and 70 lb up at 0-1-12,and 159 lb down and 70 lb up at 0-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,4-6=-20 Concentrated Loads(Ib) Vert:6=-256(F=-128,B=-128)7=-97(F=-49,B=-49)8=-85(F=-160,B=75) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIi 7073 rev.10/93/2015 BEFORE USE. Design valid tor 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 property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type a a Qty Ply Ahern Townhomes T13807211 J170770 708 Flat 2 1 !Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:30 2018 Page 1 ID:6j8?3AigQrxjLNuFgU PDquyUQYm-aNB0B5A8Wz2oF1 AQLLwFKKOUDyW ozSGNx?b2dMzPo_3 3-2-12 5-9-14 3-2-12 2-7-2 Scale:1'=1' 3x4= 1.5x4 3x4= 1 7 2 3 i — I I i J I 6 4 1.5x4 II ♦ 6x8=5 2x5 3-0-0 2-1 5-9-14 3-0-0 b-2-12 2-7-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 * i Rep Stress Incr NO WB 0.21 Horz(CT) 0.00 4 Na 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 5-8-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=-387/Mechanical,5=1141/0-5-8 Max Horz 5=-75(LC 10) Max Uplift 4=-448(LC 20),5=818(LC 8) Max Gray 4=299(LC 8),5=1206(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-327/323,1-2=-978/879,2-3=-978/879,3-4=-557/451 WEBS 1-5=-951/1040,2-5=-265/277,3-5=-996/1171 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-12,Interior(1)3-2-12 to 5-8-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 448 lb uplift at joint 4 and 818 lb uplift at joint 5. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)161 lb down and 116 lb up at 0-1-12,and 161 lb down and 116 lb up at 0-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,4-6=-20 Concentrated Loads(Ib) Vert:6=-256(F=-128,B=-128) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK 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 krdwdual 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabte from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • e I Qty Ply I Ahern Townhomes J170770 1T09 1Flat Girder 4 1 713807212 I I I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:31 2018 Page 1 I D:6j8?3AigQrxILNuFgUPDquyUQYm-2a1mPRBmHHAfseldv2RUsYwijMtbiZ9X9fLc9pzPo_2 2-2-12 5-11-10 9-8-9 11-11-5 2-2-12 3-8-15 3-8-15 2-2-12 Scale=1:20.0 3x4= 1.5x4 H 4x10= 1.5x4 I 3x4= 1 2 3 4 5 — r —1 0 c} o 10 8 6 2x4 II 2x4 II 2x4 11 96x8= HTU26 7 6x8= 2-0-0 212-1 5-11-10 9-8-9 9111 11-11-5 I 2-0-0 0-2-1 3-8-15 3-8-15 0-2-1 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.02 8 >999 240 1 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 8 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.17 Horz(CT) -0.01 7 ri/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=413/0-5-8,7=413/0-5-8 Max Horz 9=-71(LC 20) Max Uplift 9=-538(LC 4),7=-538(LC 5) Max Gray 9=572(LC 29),7=572(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 8-9=-688/652,7-8=-688/652 WEBS 3-9=-661/706,3-8=-317/294,3-7=-658/702 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 538 lb uplift at joint 9 and 538 lb uplift at joint 7. 6)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 5-11-10 from the left end to connect truss(es)to back 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). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase-1.25,Plate Increase=1.25 Uniform Loads(Of) Vert:1-5=-70,6-10=-20 Concentrated Loads(Ib) Vert:8=223(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cell 6634 8904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10032015 BEFORE USE. it 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 Mile e k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,D5B-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.2t8 N.Lee Street,Suite 312.PJexandria.VA 22314. Tampa.FL 33610 i Job Truss Truss Type • • Qty Ply Ahern Townhomes T13807213 J170770 T10 !Flat 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:31 2018 Page 1 I D:6j8?3AigQrxj LNuFgUPDquyUQYm-2almPRBmHHAfsBIdv2RUsYwkBMoRia_X9fLc9pzPo_2 2-2-12 5-11-10 9-8-9 11-11-5 2-2-12 i 3-8-15 I 3-8-15 2-2-12 Scale=1:20.3 1.5x4 II 1.5x4 I! 3x4= 3x4= 2 10 3 3x8 11 4i — 0 to a '— I a - L 13 . 5x4 II8 4xio`� .6x4 I 4x10= I 2-0-0 212-12 s-8-s 9)1115 11-11-5 2-0-0 0-2-12 7-5-13 0-2-12 2-0-0 Plate Offsets(X,Y)-- (3:0-0-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.18 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.13 7-8 >703 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH 1 Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=524/0-5-8,7=524/0-5-8 Max Horz 8=-75(LC 8) Max Uplift 8=369(LC 8),7=-369(LC 9) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 7-8=-272/377 WEBS 3-8=-393/352,3-7=-393/350 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-9-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.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 369 lb uplift at joint 8 and 369 lb uplift at joint 7. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M71.7473 rev.10/It 3120 1 5 BEFORE USE. mit Design valid for use only with MiTeku connectors.This design Is based only upon parameters shown,and Is for an Individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUIPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexarndria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • i Qty Ply Ahern Townhomes 113807214 J170770 T11 Flat Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:32 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDqu yUQYm-WmJ8cnCP2bIWUKKpSmyjPlTgPm96RzOgOJ49hFzPo_1 2-2-12 5-10-10 9-6-8 11-9-4 2-2-12 3-7-14 3-7-14 2-2-12 Scale=1:19.7 1.5x4 ll 4x10= 1.5x4 II 3x4= = 1 3x4234 5 � — � — I—I I I Le- 10 8 6 2x4 II 3x8 II 234 II 9 ®c8= Special 7 8x8= 2-0-0 2(2-1? 5-10-10 9-6-8 -9-'2 11-9-4 2-0-0 0-2-1 3-7-14 3-7-14 0-2-1 2-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.06 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 1 BC 0.41 Vert(CT) 0.06 8 >999 180 BCLL 0.0 ` Rep Stress!nor NO WB 0.36 Horz(CT) -0.01 7 rile n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MSH Weight:68 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. REACTIONS. (lb/size) 9=75/0-5-8,7=75/0-5-8 Max Horz 9=71(LC 23) Max Uplift 9=-992(LC 4),7=-992(LC 5) Max Gray 9=802(LC 29),7=802(LC 28) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 8-9=-1834/1532,7-8=-1834/1532 WEBS 1-9=-269/229,3-9=-1493/1807,3-8=-1277/921,3-7=-1489/1803,5-7=-269/228 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Enc.,GCpi-0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 992 lb uplift at joint 9 and 992 lb uplift at joint 7. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1035 lb down and 1571 lb up at 5-9-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Thomas A.Albani PE No.39380 Vert:1-5=-70,6-10=-20 MiTek USA.Inc.FL Cert 6634 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:8=883(B) Date: April 17,2018 0 WARNWG-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE. ti Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate tis design Into the overall building design. Bracing indicated Is to prevent buckling 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 knkxy and property damage. For general guidance regarding the jfabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality CrBMa,DSB-89 and SCSI Bonding Component 6904 Parke East Blvd. Safety Intormation available from Tress Plate Institute.218 N.Lee Street.Suite 312,Nexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type ,r It Qty Ply Ahern Townhomes T13807215 J170770 T12 Flat 1 1 ;Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Apr 17 14:05:33 2018 Page 1 ID:6j8?3AigQrxjLNuFgUPDquyUQYm-_ytW p7D1 puQN6Uv?OTTyxz04f9VwAUdgdzgiDhzPo_0 2-2-12 5-10-10 9-6-8 , 11-9-4 2-2-12 3-7-14 I 3-7-14 2-2-12 Scale=1:20.0 3x4— 25x4 i 3x4= 1.5x4 II 3x4= 10 3 11 4 5 i —• • • I 6 1..5x4 I', 1.5x4 I', 8 7 3x8= 3x8= 2-0-0 2i2-12 9-6-8 g-9-4 11-9-4 2-0-0 0-2-12 7-3-12 0-2-12 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 � Vert(CT) -0.11 7-8 >824 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.10 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:59 lb FT=20% , LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=517/0-5-8,7=517/0-5-8 Max Horz 8=-75(LC 8) Max Uplift 8=-371(LC 8),7=-371(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 7-8=-226/309 WEBS 3-8=-365/333,3-7=-365/332 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 371 lb uplift at joint 8 and 371 lb uplift at joint 7. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 17,2018 pg. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek,n 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 oNy. Additional temporary and permanent bracing MiTek' Is always required to stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPIl Quallly Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safety Information avdiable 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 1 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are Indicated. I (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. wrgbi6. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth, TOP CHORDS diagonal or X-bracing,is always required. See BCSI. O_1/16„ 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor I r~ p bracing should be considered. 1 la 1 ■_� U 011114 3. Nevercexceedatthe designadeuatelygshownraced and never a stack materials on inadequately braced trusses. o 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate 8 «' :"' designer,erection supervisor,property owner and plates 0 'i 6' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly g y 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/7P11. 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 MTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. _i PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design isnot applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and s¢e,and in all respects,equal to or better than that "4" Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output, Use T or I bracing spacing Indicated on design. if indicated, Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber valuesor less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. lihM110 reaction section indicates joint 1111111111111111 number where bearings occur. 17.Install and load vertically unless indicated otherwise, Min size shown is for crushing only. Mul0 18.Use of green or treated lumber may pose unacceptable 1... .'",41 environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone iPlate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. snot sufficient. BCSI: Building Component Safety Information, WI iTel(0 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