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1697 ATLANTIC BEACH DR - TRUSSES FLECOSY : ALL DIMENSIONS ARE FRAME TO FRAME **ALL HIPJACKS ARE OFFSET FROM RIDGELINE FOR EXPOSED TAIL SCAB** ;! 404000 1I ' • 1 1 .. • Ill . LI'.. l , I „ i _as is / lawati% ,, ,0H_,_:,___:.d 4 4.-tb ,F . HP. -'' 1 `•\1 f er4:1 f I ,� ! ! i !i ,4 II i Ii. . I 5 , ! $ — -- . ZE:6 d I 41- Truss Connector Total List Manuf Product Qty $ USP THD26 10 4- 234400 2006-00 SECOND FLOOR LAYOUT SCALE: NTS **ALL HIPJACKS ARE OFFSET FROM RIDGELINE FOR EXPOSED TAIL SCAB" 600-00 ---- 21-05-00 1402-00 — — ,w6ae MANI 101111111 1 . _, 7__ii. _ ,iiAll III BCS1 I- ° -2., ° minitaintA 0 3UILDING CDIPONE\IT SUPPLY, INC I02111.114i • n i 4627 JP HALL BLVD, SUITE 20B � '9'' I� �� ° 01 —� GREEN COVE SPRINGS, FL 32043 I� ___ __ Mi _ qIX — — 0: 904.297.9390 I ° ^ 1'> a —I, NI-Iii F: 904.529. 1 406 ,.� I�_ - ° Ip $ BEARING HEIGHTS 0 - 0 - �p $ I /0— ° 1 DI- 1 1 /8° MI 7 1 I - , mismilmommatim, „ cr” — . 7 -� I lit ,n [../,/,,,/,/,„1 2 01- 1 1 u ■ u - - . ,- ) 0 3 1) 05 15 413 - II .:.I is - = I ` I - = - - = iIiI1 �I i incimiggi : v : / :.:r : 1 � � THIS IS A TRUSS PLACEMENT 11110 lIllIflull DIAGRAM ONLY. liii, These trusses are designed as iindividual building components to be h�:,. , incorporated into the building design at _ _ htesecificatio/�� I p n of the buildin�`i��� designer. See individual design sheets i, for each truss desin identified on hplc) II ,��e� 9 t e placement drawing. The building I . .1 I RI ""°'I I designer is responsible for temporary El ,-, „ 0 " '" I F„ 0.11.1, p and permanent bracing of the roof and =i� i— $ floor system and for the overall MIIMIMig F10 0 structure. The design of the truss -I „ II support structure including headers, — beams, walls, and columns is the 111=12' ' Ill responsibility of the building designer. „ For general guidance regarding bracing, consult"Bracing of Wood �I�'" Trusses"available from the Truss Plate ■I Institute, 583 D'Onifrio Drive; Madison, • � W153179. 1111.11MIMINEIMill III■I ATTENTION. Refer to truss layout and engineering EIS I documents that arrive with delivered I_,. i field trusses. . Unless noted otherwise,all beams are IE.: „ - r by others. I IIIIIIMMINIMINIMil IALCONYCONv.FRAIUED CLIENT DREAM FINDERS I ' BY BUILDER i SUBDIVISION ATLANTIC BEACH Imo ' ■ ■ IMIIMPIMMININIMill MODEL CUSTOM I „MIIII=INIMIII -, - ELEVATION LOT # DRAWN BY 7-0600 - 7-0600 60040 7400 204600 DOUG HILL 55-04-00 DATE. FIRST FLOOR LAYOUT Truss Connector Tota ■st _-- Manu -roduct • 17.2 07/27/20 7/27/20 1 6 USP JUS24 11 S GA L E: N T S USP MSH426 5 REF# USP THD26 1 10527 miltLumber design values are in accordance with ANSI/TPI 1 section 6.3 PI',• ,, Tje,Se truss designs rely on lumber values established by others. MiTek 7 RE: 10527DF - ;`� MiTek USA, Inc. '�C�S/ 6904 Parke East Blvd. Site Information: ^^ " , Tampa,FL 33610-4115 Customer Info: Dream Finders Project Name: Model: Custom Lot/Block: 017-2 Subdivision: Atlantic Beach Address: N/A City: N/A State: FL Name Address and License #of Structural Engineer of Record, If there is one,for the building. Name: Bryan Murray License#: 64010 Address: 157 Hampton Point Dr City: St. Augustine State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 110 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 T9138131 F01 7/27/016'_3 T9138153 JO2PA 7/27/016 2 T9138132 F02 7/27/016?4 T9138154 J03 7/27/016 3 T9138133 F03 7/27/01625 T9138155 JO3A 7/27/016 4 T9138134 F04 7/27/01(26 T9138156 JO3B 7/27/016 5 T9138135 FO4A 7/27/01627 T9138157 JO3P 7/27/016 6 T9138136 F05 7/27/01628 T9138158 J04 7/27/016 7 T9138137 F06 7/27/016'_9 T9138159 J06 7/27/016 8 T9138138 F07 7/27/01630 T9138160 JO6A 7/27/016 9 T9138139 F08 7/27/01631 T9138161 JO6B 7/27/016 10 T9138140 F09 7/27/01632 T9138162 JO6C 7/27/016 11 T9138141 F10 7/27/01633 T9138163 JO6D 7/27/016 12 T9138142 F11 7/27/01644 T9138164 JO6E 7/27/016 13 T9138143 F12 7/27/01635 T9138165 JO6P 7/27/016 14 T9138144 G01 7/27/01646 T9138166 JO6PA 7/27/016 15 T9138145 HJO1 7/27/01647 T9138167 JO6PB 7/27/016 16 T9138146 HJO2 7/27/01638 T9138168 JO6PC 7/27/016 17 T9138147 HJO2P 7/27/01639 T9138169 JO6PD 7/27/016 18 T9138148 HJO2PA 7/27/01810 T9138170 PB01 7/27/016 19 T9138149 J01 7/27/01811 T9138171 PB02 7/27/016 20 T9138150 J02 7/27/01812 T9138172 T01 7/27/016 21 T9138151 JO2A 7/27/01813 T9138173 T02 7/27/016 22 T9138152 JO2P 7/27/01814 T9138174 T03 7/27/016 %ttiIItIiiiii The truss drawing(s)referenced above have been prepared by MiTek 4.y ' UIN VF<�,,�, USA, Inc. under my direct supervision based on the parameters `�.` � ........• '.• � provided by Building Component Supply. �� ' o 68182 Truss Design Engineer's Name: Velez, Joaquin - fi My license renewal date for the state of Florida is February 28,2017. - • * - T. ' •. STATE OF ��/� IMPORTANT NOTE: The seal on these truss component designs is a certification �' •• �s, OP"..**\mss that the engineer named is licensed in the jurisdiction(s)identified and that the �`•'•.• O R \ �� designs comply with ANSI/TPI 1. These designs are based upon parameters •i ss' •• • ••• ,s` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 'i,,�O N A, ��` given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only,and was not taken into account in the preparation of 4 oaquln Velez PE No.68182 these designs. MiTek has not independently verified the applicability of the design MITek USA,Inc.FL Cert 6634 parameters or the designs for any particular building. Before use,the building designer 6904 Parke East Blvd.Tampa FL 33610 should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. July 27,2016 Velez,Joaquin 1 of 2 RE: 10527DF - Site Information: Customer Info: Dream Finders Project Name: Model: Custom Lot/Block: 017-2 Subdivision: Atlantic Beach Address: N/A City: N/A State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 45 T9138175 T04 7/27/016102 T9138232 T62 7/27/016 46 T9138176 T05 7/27/016103 T9138233 T63 7/27/016 47 T9138177 T06 7/27/016104 T9138234 T64 7/27/016 48 T9138178 107 7/27/016105 T9138235 T65 7/27/016 49 T9138179 T08 7/27/016106 T9138236 T66 7/27/016 50 T9138180 T09 7/27/016107 T9138237 VMO1 7/27/016 51 T9138181 T10 7/27/016108 T9138238 VMO2 7/27/016 52 T9138182 T11 7/27/016109 T9138239 VMO3 7/27/016 53 T9138183 T12 7/27/016110 T9138240 VMO4 7/27/016 54 T9138184 T13 7/27/016 55 T9138185 T14 7/27/016 56 T9138186 T15 7/27/016 57 T9138187 T16 7/27/016 58 T9138188 T17 7/27/016 59 T9138189 T18 7/27/016 60 T9138190 T19 7/27/016 61 T9138191 T21 7/27/016 62 T9138192 T22 7/27/016 63 T9138193 T23 7/27/016 64 T9138194 T24 7/27/016 65 T9138195 T25 7/27/016 66 T9138196 T26 7/27/016 67 T9138197 T27 7/27/016 68 T9138198 T28 7/27/016 69 T9138199 T29 7/27/016 70 T9138200 T30 7/27/016 71 T9138201 T31 7/27/016 72 T9138202 T32 7/27/016 73 T9138203 T33 7/27/016 74 T9138204 T34 7/27/016 75 T9138205 T35 7/27/016 76 T9138206 T36 7/27/016 77 T9138207 T37 7/27/016 78 T9138208 T38 7/27/016 79 T9138209 T39 7/27/016 80 T9138210 T40 7/27/016 81 T9138211 T41 7/27/016 82 T9138212 T42 7/27/016 83 T9138213 T43 7/27/016 84 T9138214 T44 7/27/016 85 T9138215 T45 7/27/016 86 T9138216 T46 7/27/016 87 T9138217 T47 7/27/016 88 T9138218 T48 7/27/016 89 T9138219 T49 7/27/016 90 T9138220 T50 7/27/016 91 T9138221 T51 7/27/016 92 T9138222 T52 7/27/016 93 T9138223 T53 7/27/016 94 T9138224 T54 7/27/016 95 T9138225 T55 7/27/016 96 T9138226 T56 7/27/016 97 T9138227 T57 7/27/016 98 T9138228 T58 7/27/016 99 T9138229 T59 7/27/016 100 T9138230 T60 7/27/016 101 T9138231 T61 7/27/016 2 of 2 Job Truss Truss Type Ory Ply T9138133 10527DF F03 Floor 1 1 Job Ref erencJoptional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:05 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-ZJ 1 M4ZtdgUJzAMwIRHz17siNoU 112ABozol R85ytvf0 0-1-8 01-8 ..11 .1 11 _3 0� 11--4-0 1 0�0 Sc81e=1:42.9 5x6= 1.54= 1.5x3— 4x6= 1.5x3 I 3x6 FP= 4x6= 4x6= 6x8= 1.5x3= 1 2 3 2\A 29 - \�/ \ / \ k. 31 i ago ►� 2255 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6- 5x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 5x6= 4x6= 1.5x3 11 1.5x3 I 12.11-8 23-4-0 1-6-0 4-0-0 6-6-0 9-0-0 11-7-8 12.3-8 14-4-0 16-10-0 I 19.4-0 21-10-0 , 23-2-8 3-10.0 25.4.0 1 ' 1- 6-0 I 2-6-0 2-6-0 i 2-6-0 f 2-7-8 0.8.06.8.0 1-4-8 2-6-0 2-6-0 2-6-0 ' 1-4-80-i-8 1.6.0 _0-6-0 Plate Offsets(X,Y)-- [1:Edge,0.1-81,[5_0.1-8,Edge),[13:0-1-8,Edge),(21:0-1.8,Edge),128:Edge,0.1-8) _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.37 21 >743 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.51 21-22 >538 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.09 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:144 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)'Except' except end verticals. 14-23:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(tlat) 6-0-0 oc bracing:17-18,16-17,15-16. REACTIONS. (lb/size) 28=1203/0-5-8,16=2281/0-5-8 Max Gray 28=1220(LC 3),16=2281(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-28=-1215/0,1-2=-995/0,2-3=-2529/0,3-4=-3597/0,4-5=-4219/0,5-6=-4416/0, 6-7=-4416/0,7.8=-4070/0,8-10=-3305/0,10-11=-2093/0,11-12=-429/410,12-13=0/581 BOT CHORD 26-27=0/1879,25-26=0/3159,24-25=0/4015,22-24=0/4416,21-22=0/4416,20-21=0/4327, 19-20=0/3792,18-19=0/2799,17-18=-148/1362,16-17=-826/0,15-16=-838/0 WEBS 12-16=-2187/0,1-27=0/1459,12-17=0/1539,2-27=-1404/0,11-17=-1492/0,2-26=0/1033, 11-18=0/1185,3-26=-1000/0,10-18=-1147/0,3-25=0/695,10-19=0/824,4-25=663/0, 8.19=-793/0,4-24=-8/463,8-20=0/462,5-24=-557/166,7-20=-490/0,13-15=-896/0, 12-15=0/676,7-21=-228/562 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Load case(s)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)496 lb down at 25-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8)Special hanger(s)or other connection device(s)shall be provided at 23-4-0 from the left end sufficient to connect truss(es)to front face of top chord.The design/selection of such special 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14.28=-10,1-12=-100,12-13=-224 Concentrated Loads(Ib) Vert:13=-496(F) t 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. __ Design valid for use only with MITekB%connector&this design is based only upon parameters shown,and Is IN an kxilvIduai building component not a truss system.Before use.the building designer must verity the oppllcabilty of design parameters and properly incorporate this design Into the overall bulking design. bhacsng indIcated Is to prevent buckling of individual truss web and/or chord members only.Additional tempoaay and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal infury and property damage. For general guidance regarding the 6904 Parke East Blvd.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available Irons Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oly Ply T9138133 10527DF F03 Floor 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:05 2016 Page 2 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-ZJ 1 M4ZtdgUJzAMwtRHz17si NoU 112ABozol R85ytv10 LOAD CASE(S) Standard 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-28.10,1-12=-100,12-13=-224 Concentrated Loads(Ib) Vert:13=-372(F) 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-28=-10,1-12=-100,12-13=-144 Concentrated Loads(Ib) Vert:13=-372(F) 4)2nd Dead+Floor Live(unbalanced):Lumbar Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-28=-10,1-12=-20,12-13=-224 Concentrated Loads(Ib) Vert:13=-372(F) 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14.28=-10,1-12=-100,12-13=-144 Concentrated Loads(Ib) Vert:13=-372(F) 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-28=-10,1-12=-20,12-13=-224 Concentrated Loads(Ib) Vert:13=-372(F) 7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-28=-10,1-6=-100,6-12=-20,12-13=-224 Concentrated Loads(Ib) Vert:13=-372(F) 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-28=-10,1-5=-20,5.12=-100,12-13=-144 Concentrated Loads(lb) Vert:13=-372(F) 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-28=-10,1.6=-100,6-12=-20,12.13=-224 Concentrated Loads(Ib) Vert:13=-372(F) 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-28=-10,1-5=-20,5-12=-100,12-13=-144 Concentrated Loads(lb) Vert:13=-372(F) 4 � 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/201S BEFORE USE. , Design valid for use only with Mllekk connectors.This design Is based only upon parameters shown,and Is k or an Individual bulking component.not a truss system.Before use,the bulling designer must verify the appllcabllty 01 design parameters and prof xrrlY i corrxxate thk design into the overall bulking design. Bracing indicated Is to prevent buckling of In divIdual truss web and/or chord members only. Addflonal temporary arid permanent tracing MITek Is always required for stability and to prevent colkis:se with possible personal Injury and properly<farrerOle. for general guidance regarding the fabrication,storage,delivery.erection and tracing of trusses and truss systems,seeANSl/TPII Qualify Criteria,DSB-89 and BCSI Building Component I 6904 Parke East Blvd. Safely Inlormafon avdlatble Bora Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandrkb.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty i Ply 19138134 10527DF F04 Floor 7 1 J_ _ __ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:06 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-2VakIvuFQnRgo W V3?_UGg4FYYuNIndOxCS2_gYytvf? 0-1-8 1-3-0 F 1-4-0 0-6-0 0-1-8 Sc31e=1:42.9 5x6= 1.5x3= 1.5x3= 4x6= 1.5x3 I 3x6 FP= 4x6= 4x6= 6x8= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 :129 , / \ / /\/V/\ / /'' 31 1: O e e • • • 30 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 5x6= 4x6= 3x12 MI8SHS FP_ 4x6= 4x6= 5x6= 4x6= 1.5x3 H I 1.5x3 I 12-11.8 23.4.0 I 1-6.0 , 4-0-0 6-6-0 9-0-0 I 11-7-8 12-3-8 1 14-4-0 I 16-10-0 19.4.0 I 21.10-0 23-2-8 $3-10.0 25-4-0 I 1.6-0 ' 2-6-0 2.6.0 2-6-0 2-7-8 0.8.0 8.0 1-4-8 2-6-0 2.6.0 2-6-0 1-4-8 04-8 1-6-0 0-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[5:0_1-8,Edge],[13:0.1-8,Edge1,[21:0-1.8,Edg [28:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.37 21 >743 360 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.53 21 >524 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incl NO WB 0.44 Horz(TL) 0.10 16 n/a n/a 1 BCDL 5.0 I Code FBC2014/TPI2007 Matrix-S Weight:144 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)'Except* except end verticals. 14-23:2x4 SP SS(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:17-18,16-17,15-16. REACTIONS. (lb/size) 28=1213/0-5-8,16=2029/0-5-8 Max Gray 28=1230(LC 3),16=2029(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-28=-1225/0,1-2=-1004/0,2-3=-2555/0,3-4=-3639/0,4-5=-4277/0,5-6=-4487/0, 6-7=-4487/0,7-8=-4164/0,8-10=-3413/0,10-11=-2220/0,11-12=-565/420,12-13=0/499 BOT CHORD 26-27=0/1896,25-26=0/3193,24-25=0/4064,22-24=0/4487,21-22=0/4487,20-21=0/4411, 19-20=0/3893,18-19=0/2915,17-18=-148/1501,16-17=-724/0,15-16=-730/0 WEBS 12-16=-1943/0,1-27=0/1472,12-17=0/1546,2-27=-1417/0,11-17=-1496/0,2-26=0/1046, 11-18=0/1167,3-26=-1013/0,10-18=-1129/0,3-25=0/708,10-19=0/812,4-25=-675/0, 8-19=-782/0,4-24=-8/478,8-20=0/461,5-24=-577/167,7-20=-490/0,13-15=-770/0, 12-15=0/609,7-21=-248/563 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-28=-10,1-13=-100 Concentrated Loads(Ib) Vert:13=-496 A WARNING-Verily d.Nyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 ray.10/0312015 BEFORE USE. mg Design valid for use only with MIIekrS connectors.This design Is Lased 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 bridling design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I 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.seeANSb/1PI1 Qualiy 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 Ory Ply T9138135 10527DF FO4A Floor 4 I 1 Job Reference(optional)._ BuildingComponent Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:06 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp•2VaklvuFQnRgoW V3?_UGg4FY0uLwndOxCS2._gYyNf? 0-1-8 H 1-3-0 1�� 06.0 0-1-8 Scale=1:42.5 Truss is not designed to support concentrated loads at its cantilevered end(s). 1.5x3= 5x6= 4x6= 1.5x3 ll 3x6 FP= 4x6= 4x6= 6x8= 1.5x3= I I 1 2 3 4 5 6 7 8 9 10 11 12 13 • • u a: MS �� 7\41\A\/TV4A ::c IL/ \../\/\/Aid.r\Aliklillik..../ Ira";.• __, ... 29 , 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 5x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 5x6= 4x6= 1.5x3 I' 1.5x3 12-11-8 23-4-0 I 1-6-0 . 4-0.0 I 6-6-0 1 9-0-0i 11-7-8 12-3-8 14.4-0 I 16-10-0 19-4-0 i 21.10.0 I 23-2-8 23-10r0 25.4.0 l 1 -6-0 ' 2-6-0 2-6-0 2-6-0 2-7-8 b-8.00.8.01 1.4.8 2-6-0 2-6-0 2-6-0 1.4-8 0-1-8 1.6.0 0-6-0 Plate Offsets(X,Y)-- [1:EdgeL0-1-81,[3:0-1-12,Edge1,[5:0.1-8,Edge],[13:0-1-8,Edge],[?.1:0__1_B,Edge],[25:0.1-12,Edge],[28:Edge,0-1-8) _- LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.39 20-21 >714 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 1 Vert(TL) -0.61 20-21 >457 240 M18SHS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.44 Horz(TL) 0.12 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:144 lb FT=20%F,11%E . LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 28=1261/0-5-8,16=1492/0-5-8 Max Gray 28=1267(LC 3),16=1492(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-28=-1261/0,1-2=-1030/0,2-3=-2634/0,3-4=-3767/0,4-5=-4458/0,5-6=-4708/0, 6-7=-4708/0,7-8=-4453/0,8-10=-3750/0,10-11=-2608/0,11-12=-1005/0 BOT CHORD 26.27=0/1950,25-26=0/3297,24-25=0/4216,22-24=0/4708,21-22=0/4708,20-21=0/4672, 19-20=0/4206,18-19=0/3278,17-18=0/1915 WEBS 12-16.1435/0,1-27=0/1548,12-17=0/1507,2-27=-1461/0,11-17=-1444/0,2-26=0/1085, 11-18=0/1112,3-26=-1053/0,10-18=-1075/0,3-25=0/747,10-19=0/758,4-25=-712/0, 8-19=-730/0,4-24=0/525,8-20-0/411,5-24=-638/81,7-20=-427/0,7-21=-313/484 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13r 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. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Mll•7473 rev.10/93!2015 BEFORE USE. Design valid tor use only with MIIekS Ns s design Is based only upon rxxameters shown,and Is for an Individual building corn{'orient.not it a tens system.Bekxe use,the building designer must verily the applicab11ry of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of lndlvlduat truss web and/or chord members only.Addtknal temporary and permanent t vscksg MiTek* Is always required for stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Cdteda.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salary!Marination avdable from Truss Prate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanya.FL 33610 I Job Truss Truss Type Qty Ply T9138136 10527DF F05 Floor Supported Gable 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:07 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-W h86VFuuB5ZhQg3FYi?VCHnr7lwh W A85R6nYC_ytvf_ 0.48 0-,,-1 Scale=1:31.0 3x4= 3x6 FP= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 • .• • y e e _ _ e M . e e ei •� 33 1 34I I� a 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4= 3x4— 3x6 FP- 3x4= 3x4 1-6-0 17-2-8i 18-8-8 1-6-0 —_ 15-8-8 1-6-0 Plate Offsets(X,Y)-- [16:0-1.8,Edge],[18:0-1_8 Edge],[31:0-1-8,Edge] _ LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - rVa 999 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(TL) -0.00 18 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:961b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 10.0.0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing:31-32,17-18. REACTIONS. All bearings 18-8-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)32,17,30,29,28,27,25,24,23,22,21,20,19,31,18 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. li N 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-74733 rev.10/03/2015 BEFORE USE. lilDesign valid for use only with MITek€connectors.This design Is based only upon parameters shown,and Is for an kiWvldrx9l I uivbinll component,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 temp,4(11V and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general al lid xx:o regcuelnci the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Flute Institute.218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job I Truss !Truss Type Qty I Ply 19138137 10527DF F06 Floor 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:082016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-_ui UlbvW yPhY1 geS6PW kl VKvhh3xFYVEfmX5kOytvez 0-1-8 1-3-0 1-8-8 04xp8 H I I ScAlb=1:31.6 4x6= 4x6= 1.5x3= 4x6= 1.5x3 II 3x6 FP= 4x6= 1.5x3= 1 2 3\/4 5 6 7 8 9 10 • �• i • r '/ / 4\ 423' ,22 IC \ / \ Y()• r-Y-ear-Y- RC 20 19 1817 16 15 14 13 12 4x6= 4x6= 3x8 MT2OHS FP= 4x6= 4x6= 1.5x3 I 1.6.0 4-0-0 6-6-0 12-2-8 14-8-8 17-2-8 _ 18-8-8 1 6-0 I 2-6-0 I 2-6-0 I 5-8-8 I 2-6-0 I 2-6-0 1-6-0 I Plate Offsets(X,Y)-_L:Edge,0-1-8),14:0-1-8,Edgej,[10:0-1-8,Edge),[15:0-1-8,Edgel I — I LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/deti Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.19 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.30 14-15 >751 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:104 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 21=1009/0-5-8,11=1009/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-1004/0,10-11=-1004/0,1-2=-807/0,2-3=-2002/0,3-4=-2725/0,4-5=-3008/0, 5-6=-3008/0,6-8=-2729/0,8-9=-2001/0,9-10=-807/0 BOT CHORD 19-20=0/1521,18-19=0/2459,16-18=0/3008,15-16=0/3008,14-15=0/2962,13-14=0/2464, 12-13=0/1520 WEBS 10-12=0/1183,1-20=0/1182,9-12=-1132/0,2-20=-1134/0,9-13=0/763,2-19=0/763, . 8-13=-735/0,3-19=-725/0,8-14=0/420,3-18=0/493,6-14=-371/0,4-18=-607/0, 6-15=-214/412 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 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. Q WARNM/G-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-74 73 rev.10/032015 BEFORE USE. Design valid for use only with MITekS connectors.This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use.the building designer must verity the dpplicablity of design rxrameters and property hcorpxakr ha design Into the overall bulking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional ternpxrary and permanent bracing MiTek_ is always required for stability and to prevent collapse with possible personal i nitsy and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI t Quailty Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply T9138138 10527DF I F07 Floor 6 1 -L_ __ __ _ ___ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:08 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp _uiUjbvWyPhYlgeS6PWkIVKwth42FYZEfmX5kQytvez 0-1-8 HI ..--.--1-3-0 I 1.6-0 0-1.8 Scale=1:31.3 4x6= 4x6= 1.54= 1.54 I 3x6 FP= 1.54= 1 2 3 4 5 6 7 8 9 10 - e e 11 a\ /\/ „�. 22 a21 4,1 /\ / \ / \.,./ : 1.,i e 1 n . . , , ... 19 18 17 16 15 14 13 12 �' 4x6= 3x4- 1.5x3 I. 4x6= 3x8 MT2OHS FP= 1-6-0 4-0-0 _ 6-6-0 _ 12-0-0 14-6-0 17-0-0 18-6-0 1.6.0 I 2-6-0 I 2-6-0 I 5-6-0 I 2-6-0 I 2-6-0 1-6.0 Plate Offsets(X,Y)-- j :Edge,0-1-8],[2:0-1-12,Edg 14:0-1-8,Edge],[9:0-1.12,Edge],[10:0-1-8,Edge],[13:0-1.12,Edge],[15:0-1-8,Edge],[18:0-1-12,Edge] LOADING(psi) SPACING- 2-0-0 CSI. ! DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.17 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.27 14-15 >824 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.33 i 1 Horz(TL) 0.06 11 Na Na BCDL 5.0 Code FBC2014/TP12007 Matrix-S I Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=998/0-5-8,11=998/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-992/0,10-11=-993/0,1-2=-797/0,2-3=-1973/0,3-4=-2677/0,4-5=-2944/0, 5-6=-2944/0,6-8=-2681/0,8-9=-1972/0,9-10=-797/0 BOT CHORD 18-19=0/1502,17-18=0/2422,16-17=0/2944,15-16=0/2944,14-15=0/2907,13-14=0/2426, 12-13=0/1501 WEBS 10-12=0/1168,1-19=0/1167,9-12=-1117/0,2-19=-1119/0,9-13=0/749,2-18=0/749, B-13=-720/0,3-18=-71210,8-14=0/405,3-17=0/473,6-14=-359/0,4-17=-573/0, 6-15=-219/386 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 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. 1 � Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. n Design valid for use only with MneIP,connectors.this design Is based only upon parameters shown,and Is for an nidal/rat holding 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 pxrrmarsent tracing Milek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general griakxsce regarding the fabrication.storage,delivery-erection and tracing of trusses and truss systems.seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormation available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9138139 10527DF F08 Floor 3 1 Job Reference(optional' Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:09 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-S4GSwxw8jipPf_Deg71 zlit5d5PH_?hNuQGfGsytVey 0-1-8 1H0 1 160 H Scale=1:30.8 4x6 1.5x3= 1.5x3 I 3x6 FP= 4x6= 1 2 3 4 5 6 7 8 9 10 T /,\ /\ 0• o '21 • A\11* / \/ \ / i o 40 19 18 17 16 15 14 13 12 11 4x6= 3x4= 1.5x3 I 4x6= 3x8 MT2OHS FP= 1.6.0__4__ 4-0-0 6-6-0 _ 12-0-0I 14-6-0 l 17-0-0 i 18-6-0 I ' 1-6-0 2-6-0 2-6-0 ._56--0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- jt:Edge 0_1-8),[2:0-1-12,Edge],[4:0-1-8,Edge],[9:0-1-12,Edge],[13:0-1-12,Edge],(15:0-1-8,Edge],[18:0-1_12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.17 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.27 14-15 >823 240 MT2OHS 187/143 BCLL 0.0 Rep Stress!nor YES WB 0.34 I Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S • Weight:104 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(ffat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=998/0-5-8,11=1004/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-992/0,10-11=-998/0,1-2=-797/0,2-3=-1973/0,3-4=-2677/0,4-5=-2944/0, 5-6=-2944/0,6-8=-2681/0,8-9=-1973/0,9-10=-796/0 BOT CHORD 18-19=0/1502,17-18=0/2422,16-17=0/2944,15-16=0/2944,14-15=0/2907,13-14=0/2425, 12-13=0/1502 WEBS 10-12=0/1196,1-19=0/1167,9.12=-1122/0,2-19=-1119/0,9-13=0/747,2-18=0/749, 8-13=-718/0,3-18=-712/0,8-14=0/405,3-17=0/473,6-14=-359/0,4-17=-573/0, 6-15=-219/386 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 1 / a WARNING-Verity design param tas and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIr-7473 rw.10/03/2015 BEFORE USE. Design valid for use only vAlh Mileky)connectors.this design is based only upon parameters shown,and is for an individual brldkrg component,nol 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 bidding 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 trluay and properly damage. For genera gu4darce regrading the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty jPly T9138140 10527DF F09 Floor Girder 1 ' 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:09 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-S4Gswxw8jipPf_Deg7lzlit?V5SB__DNuOGIGsylvey 0-1-8 F-{ i 1-3-0 1 0-7-8 I ..1 1.5x3= Scale=1:13.2 6x8= MSH426 MSH426 3x6 II 3x6 II MSH426 5x6 I 1 11 12 2 3 13 4 • r .11 • 9 5x6= 8 7 6 5x6 1.5x3 I 1.5x3 I 4x6= 4x6= 1-s-0I 4-10.8 I 6-4-8 I 1-6-0 3-4-8 1.6-0 Plate Offsets(X,Y)-- [4:0.1.8,0-0.8],[4:0-3-0,Edge],[5:Edge,0-1-8],[10:Edge,0_1-8]— LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.02 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.04 8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.43 I Horz(TL) 0.01 5 n/a Na BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlIns, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1995/0-3-0,5=1402/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1995/0,4-5=-1392/0,1-2=-1087/0,2-3=-2044/0,3-4=-1052/0 BOT CHORD 8-9=0/2044,7-8=0/2044,6-7=0/2044 WEBS 4-6=0/1530,1-9=0/1510,3-6=-1498/0,2-9=-1442/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)Use USP MSH426(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-9-0 from the left end to 4-5-0 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(pit) 1 Vert:5-10=-10,1-4=-100 Concentrated Loads(Ib) . Vert:11=-922(B)12=-904(B)13=-904(B) will ter. o WARNING-Vail),design paramaas and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI.7473 rev.10N3/201S BEFORE USE. Dein volld Ia use only vAtir Mitek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of 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 Ivry and properly darrrope. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,saeANSI/Wit Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply 1 T9138141 10527DF F10 Floor 1 1 Job Reference(optional) _J Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:10 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-wGgE 7HxmU0xGH7ogEgYCqwPIIVsIjV6X740CoJytvex I 130 I I 2-0-0 1.5x3 I 3x4— Scale=1:12.6 1 3x4= 2 3 3x4= 4 10 /ir . 1.5x3= a O • li r 3x4 9 8 7 6 3x4= 1.5x3 I I 1.5X3 II 3x4= 1-4-8 2-9-0 3.1.8 4-10-8 6-4-8 1-4-8 I 1-4-8 —F 0.4-8+ 1.9.0 I 1-6-0 Plate Onsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge),[8:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.04 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.06 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) -0.00 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:37 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=340/0-3-8,5=334/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-374/0,4-5=-338/0,1-2=-318/0,2-3=-318/0 BOT CHORD 7-8=0/318,6-7=0/318 I1 WEBS 4-6=0/285,1-8=0/478 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10103/2015 BEFORE USE. l• Design valid for use only with MItetcs connectors.this design Is txrsed only upon parameters shown,and Is for an Individual bolding component.not o truss system.Before use,the building designer must verity the appilcabllty of design parameters and properly incorporate this design Into the overall bxldrng design. Bracing Indicated Is to prevent buckling of IndM dual 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 6904 Parke East Blvd.fabrication,storage.delivery,erection and bracing of trusses and truss systems-seeANSI/lPt 1 Qualify Criteria,DSB-89 and SCSI Building Component Safety Information avdlable horn Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9138142 10527DF F11 Floor 2 1 Job Reference(optional) —Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:10 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-wGgE7HxmU0xGH7ogEqYCq W PIYVsCj W GX740CoJytvex 1-3-0 1-8-8 1.5x3 I 3x6= Scale=1:12.4 1 3x4= 23 3x4= 4 • L . I • - j 1 3x4- 9 i 8 7 6 5 3x4= 1.5x3 II 1.5x3 II 3x4 II 4.7.0 6-1-0 I 4-7.0 1 1-6-0 Plate Offsets(X,Y)-- (3:0-1-8,EdgeJ j8:0-1-8,Edgej LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Met! Lid I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.04 7 >999 360 1 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.34 Vert(TL) -0.05 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S � Weight:37 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=324/0-3-8,5=324/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-355/0,4-5=-328/0,1-2=-294/0,2-3=-294/0 BOT CHORD 7-8=0/294,6-7=0/294 WEBS 4-6=0/275,1.8=0/442 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. � I A WARNING-Vedfy d.sIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7073 rev.?A9312015 BEFORE USE. 11111 Design valid for use oily with Mllek8 connectors.This design Is based only upon virameters shown,and Is for an individual building component,not a truss system.Before use,the bulking designer must verify the appllcabiity of design parameters and properly Incorporate this design into the overall building 1 design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ilek' is always required for stabitty 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 toss systems.seeANSI/IPl t Quality Criteria.DSB49 and SCSI Building Component 6904 Parke East BNd. 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 19138143, 10527DF F12 Floor Girder 11 1 1 1 , Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:11 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-OTOdLcxOFK37uH N 1 nY3R N7yU4vFZSzmgMkllKlytvew 0-1-8 MSH426 3x6= 3x6 c 1.5x3 1 11--) I 1-3-0 2 i 1.1-f� 3 1 1.5x3 II 4 Scale=1:11.1 l I I 1 3x4= 7 6 400'1 3x4= 3x4= 3x4= 4-4-0 4-4-0 Plate Offsets(X,Y)-_ [6:0_1-8,Edge),(7:0-1-8,Edgel. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.01 6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 5 n/a ria BCDL 5.0 Code FBC2014/TPI2007 1 _ Matrix-S _ _ Weight:31 lb FT=20%F,11%E-- - 1 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 4.4-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.2(1lat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=587/0-3-0,5=348/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-586/0,4-5=-334/0,1-2=-261/0,2-3=-261/0,3-4=-261/0 BOT CHORD 6-7=0/261 WEBS 4-6=0/383,1-7=0/383,3-6=-290/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Use USP MSH426(With 16d nails into Girder&16d nails into Truss)or equivalent at 2-4-8 from the lett end to connect truss(es)to back face of top chord. 4)Fill all nail holes where hanger is in contact with lumber. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)312 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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:5-8=-10,1-4=-100 Concentrated Loads(Ib) Vert:1=-262(B)9=-224(B) I ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev.10032015 BEFORE USE. ild• Design valid for use only with Mitek Lt connectors.ibis design Is based only upon parameters shown,and is for an individual holding component.not a truss system.Before use,the building designer must verify tiro applicablity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of irxiMdual truss web and/or chord members orgy. 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/IPt 1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely information avaltable from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job i Truss Truss Type ,Qty Ply 19138144 10527DF 801 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 8 000 s Jan 5 2016 MiTek Industries.Inc. Wed Jul27 11:40:38 2016 Page 1 ID:ZvEHhD3nwKhu0l8PUOgbD6yy6Fp-7QgJehp0CM16ICOUnK4c54DwbZW QV RyUHZtRKhytuK7 3.8.0 3-8.0 1 Scale=1:7.0 3 4 5 2 • . I-- 3.8 — I 3.8.0 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. In (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 1-2 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.01 1-2 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 1Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) i Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=514/0-3-8 (min.0-1-8),2=596/0-3-8 (min.0-1-8) Max Uplift 1=-373(LC 8),2=-433(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)2-ply truss to be connected together as follows: Top chords connected with 10d(0.131'x3')nails as follows:2x8-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=2411;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-6-4 zone;C-C for members and forces&MWFRS for reactions shown;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 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 373 lb uplift at joint 1 and 433 lb uplift at joint 2. 7) Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)840 lb down and 1016 lb up at 2-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-80 Concentrated Loads(Ib) Vert:4=-840 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MNF7473 rev.101031201S BEFORE USE. Et 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 oppiicobIty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual trim web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with prole personal'Nary and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of tames and truss systems,seeANSI/1PI l Qualty Criteria,DSI1489 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanpe,FL 33610 Job Truss Truss Type i Qty Ply T9138145 10527DF HJ01 Diagonal Hip Girder I 1 L Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:12 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-sfy?Yyy00d B_W RyOLFbgvLUi W Jd3BRhgaOVJtBytvev I 2-3-6 ----------- 2.3.6 Scale=1:10.7 2 ,4.95 12 , N to N 3 —4111111111 4 3x5 II 2-3-6 2-3-6 Plate Offsets(X,Y)-- [4:0-2-3,0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid ( PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:71b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-3-6 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=83/0-7-0,2=58/Mechanical,3=25/Mechanical Max Horz 4=35(LC 12) Max Uplift 4=-8(LC 12),2=-38(LC 12) Max Gray 4=83(LC 1),2=58(LC 1),3=40(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 4 and 38 lb uplift at joint 2. •Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mi-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MlleioN connectors.This design Is based only upon parameters shown,and Is for an IndMdual briding component,not a truss system.Before use,the bunting designer must verily the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated is to prevent buckling of Indidual 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 6904 Parke East Blvd.fabrication,storage,delivery,erection and Lrackrg of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply T9138146 10527DF HJO2 Jack-Open Girder 7 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:12 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-sty?Yyy00dB_W RyDLFbgvLUi4JckBRhgaOVJtBytvev 2-6-3 2-6-3 Scale=1:11.2 2 T. 4.95 Fri 111 CD, 1 0) 1-1 • an 3 4 3x5 I I 2-6-3 _ I 2-5-13 H Plate Offsets(X,Y)-- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:81b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-6.3 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=64/Mechanical,4=92/0-7-0,3=28/Mechanical Max Horz 4=39(LC 12) Max Uplift 2=-41(LC 12),4=-10(LC 12) Max Gray 2=64(LC 1),4=92(LC 1),3=44(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 2 and 10 lb uplift at joint 4. 0 WARNING-Verify dglgn parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MII-7473 rev.10/73/2015 BEFORE USE. I I Design valid for use only with Milekti connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Sober ase.the bulling designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. !racing Indicated is to prevent buckling of incgvldual 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 Inirry and property damage. For general guidance regarding the fabricatkrn,storage.delivery.erection and bracing of trusses and truss systems,soeANSI/TPI l Qualify Cdteda.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.tee Street,Site 312,Alexandria.VA22314. Tampa.FL 33610 Job I Truss Truss Type Oty Ply T9138147 10527DF HJ02P Jack-Open Girder i 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:13 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-KrVNmizenxJr8bXPvy6VSY t thiyMwul¢p2EsPeytveu 2-6-3 I 263 ______I Scale=1:11.2 4.95 riy 2 ly 1� 41 l- N p4— ii- 0> a• x 4 3 3x5 I X03-14_I 2.6.3 _ I 0.3-14 2-2-5 Plate Offsets(X,Y)-- (4:0-2-3,0-0-8J LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeil Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.12 Vert(TL) 0.01 3-4 >999 180 BCLL 0.0 * 1 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MS Weight:81b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-6.3 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=64/Mechanical,4=92/0-7-0,3=28/Mechanical Max Horz 4=39(LC 12) Max Uplift 2=-44(LC 12),4—42(LC 12),3=-27(LC 12) Max Gray 2=64(LC 1),4=92(LC 1),3=44(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=2411;eave=off;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 2,42 lb uplift at joint 4 and 27 lb uplift at joint 3. I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE Mil-7473 rev.lO03/2015 BEFORE USE. la Design valid for use only with Mlfelre connectors.Ills design is based only upon parameters shown.and Is for as 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 budding of individual truss web and/or chard members only. Additional temporary aid permanent bracing MiTek' Is always required for stability and to prevent collopse with possible personal irtlury and property damage. For general guidance regarding the tabricatbn,storage,delivery,erection and bracing of trusses did truss systems,seeANSI/IPI l Quality Criteria,OSB-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 I Truss Type i Qty Ply T9138148! 10527DF HJO2PA [Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:13 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-KrV NmIzenxJr8bXPvy6vSY1 thiyMwuxzp2EsPeytveu 2-6-3 I 2 6-3 I . Scale=1:11.2 2 , 4.g512 li Y: N 1 n or — 0 1 .1111 IlljIMIIIIIIMi 4 3 Idlies 3x5 II 1 0-3-14 1 2-6-3 { 0-3-14 2-2-5 Plate Offsets KY)_- ]4:0-2-3,0-0.8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 I Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.01 3-4 >999 180 BCLL 0.0 •' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a nta BCDL 10.0 Code FBC2014/TP12007 Matrix-MS _ Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2.6.3 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=92/0-4-15,2=64/Mechanical,3=28/Mechanical Max Horz 4=39(LC 12) Max Uplift 4=-42(LC 12),2=-44(LC 12),3=27(LC 12) Max Gray 4=92(LC 1),2=64(LC 1),3=44(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psh h=251t;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 4,44 lb uplift at joint 2 and 27 lb uplift at joint 3. Q WARNING-VaiIfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/031015 BEFORE USE imii. Design valid for use only with M iekS connectors.This design is based only upon parameters shown,and is los an individual holding component.not a truss system.Before use,the braking designer must verify the applica blity of design parameters and properly Incorporate this design Info the overall building g design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Minsk' Is always required for stability and to prevent collapse with possible personal him and property damage. For general guidance regadkg the fab ricatkn,storage.delivery,erectIon and bracing of trusses and truss systems,seeANSI/IPli Auatly 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 19138149 10527DF J01 Jack-Open 4 1 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:14 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-p231ze._HYFRh116cTgd8?ma3y6JwlLB62i_Px4ytvet 1-10-0 ~— 1-10-0 Scale=1:11.4 2 , - 7.00 12 co 1 n 3x5 !I 3 1-10-0 1.10.0 Plate Offsets(X,Y)-- [1:0-2.8,0-0.3) LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 6 >999 180 BCLL 0.0 • Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7Ib FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1.10.0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 2=46/Mechanical,3=27/Mechanical,1=73/0-5-8 Max Horz 1=44(LC 12) Max Uplift 2.33(LC 12),3=-6(LC 12) Max Gray 2=50(LC 17),3=33(LC 3),1=73(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0ps1;BCDL=5.0psf;h=25ft;B=4511;L=241t;eave=411;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 2 and 6 lb uplift at joint 3. WARNING-VatUy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.10N3/2015 BEFORE USE ved Design void for use only with MllekTSS connectors.his design is based only upon W arneters shown,and Is for an IndMdual folding component,not a truss system.ltefoie use,the building designer must verify the of.plicability of design parameters and properly Incorporate this design into 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 Initiy and property damage. I or general guidance regarding the fab dcatkxr storage,delivery,erection and bracing of trusses and truss systems,seeANSl/WPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Smite 312,Alexarxiria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9138150 10527DF J02 Jack-Open 13 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:14 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-p23lze_HYFRh116cTgd8?ma3r6Jgf LB62i_Px4ytvet 2-0-0 2-0.0 Scale:1".1' 2 7.00';12 03 1111611.. �/ 3x5 I 3 2-0-0 2-0-0 Plate Offsets(X,Y)— (1:0-2-8,0-0-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2.0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 2=50/Mechanical,3=29/Mechanical,1=80/0-5-8 Max Horz 1=48(LC 12) Max Uplift 2=-36(LC 12),3=-6(LC 12) Max Gray 2=55(LC 17),3=37(LC 3),1=80(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45f1;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 2 and 6 lb uplift at joint 3. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.ION3/2015 BEFORE USE. 11111' Design valid for use only with krtlieleb connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the baking designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication-storage,delivery,erection and tracing of trusses and truss systems.seeANSI/lP11 Quality Cdterla,DSB-69 and SCSI Bolding Component 6904 Parke East Bird. Safely Information available horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job (Truss Truss Type Qty I Ply 79138151 10527DF •JO2A Jack-Open 1 1 Job Reference(optional) Building Component Supply.Jacksonville,FI 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Jul 27 11:41:44 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-B7pGVFcPfe3lcLRAtBG4m?yGPA1 UzlICTrtwesyluJ5 2.0-0 2.0.0 —1 3x5 l l2 Scale:1'=1' M A 2x4 11 4 3 l 2-0-0 2.0.0 Plate Offsets(X,Y)-- [1:0-2-12,0-1.8] LOADING (psi) l SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:8 lb FT=204% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. All bearings Mechanical. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)1,2 Max Gray All reactions 250 lb or less at joint(s)4,1,2,3 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Ops1;h=25ft;B=45lt;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.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 metal plate or equivalent at bearing(s)1 to support reaction shown. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard .) WARNING•Vivify design P...rr»t«e and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1•7473 rev.10.92r2015 BEFORE USE. Design valid for use only with Mliek®connectors.This design Is based only upon perameters shown,and Is for an sdMdual 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 bulking 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 requked for stability and to prevent collapse with possible personal Wilily and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualify Crtt.da,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Flab Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty I Ply T9138152' 10527DF JO2P Jack-Open 1 1 • Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:15 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-HEd7B_?vJYZYNvhoONBNXz6EZW fzOnRGGMjzTW ytves 2-0.0 2-0-0 Scale:1'=1' 2 7.00 FiT • 1 a ■ 3 3x5 11 0-3-4 2-0-0 0-3-4 I 1-8-12 Plate Offsetsk(,Y)- [1:0_2-8,0-0-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 2 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=50/Mechanical,3=29/Mechanical,1=79/0-3-8 Max Horz 1=48(LC 12) Max Uplift 2=-42(LC 12),3=-29(LC 12),1=-28(LC 12) Max Gray 2=51(LC 17),3=37(LC 3),1=79(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0pst;BCDL=5.Opsi;h=25ft;B=45ft;L=24th eave=4ft;Cat. • II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE 9111.7473 rev.10032015 BEFORE USE. m11 Design valid for use only with Week&connectors.1Ns design Is based only upon parameters shown,and S for an individual bolding component.not • a truss system.Before tee,Ilse building designer must verify the apt>Ik:ablity of design parameters and properly incorporate this design Into the overall building design. [Tracing indicated Is to prevent txucklitg of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek• Is always requked for stabNlty and to prevent collapse with possible personal injury and properly damage. For general guidance regardng the • labrk:atkxt,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TMl Quality Criteria,058-89 and SCSI Building Component 6904 Parke East BNd. Safely Information avalkable from Truss Plate institute.218 N.Lee Street-Suite 312,Alexandria.VA 22314. Tampa.FL 33610 L. Job Truss Truss Type Qty Ply I T9138153 10527DF JO2PA Jack-Open 2 1 L Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:16 2016 Page 1 lD:ZvEHhD3nwKhu018PUOgbD6yy6Fp-IQBW OK?X4shP?2F_a5fc4BtPJw_C7EhPVOTWOyylver 2-0-0 20-0 Scale:1'=1' 2 7.00 Fil 1 m v 1aEl , 3 3x5 11 10.3-4 I 2-0-0 — I 0-3-4 1-8-12 Plate Offsets(X,Y)-- 11:0-2-8,0-0-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS [ Weight:7 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=50/Mechanical,3=29/Mechanical,1=80/0-3-8 Max Horz 1=48(LC 12) Max Uplift 2=-42(LC 12),3=29(LC 12),1=-28(LC 12) Max Gray 2=51(LC 17),3=37(LC 3),1=80(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0pst;h=25ft;B=451t;L=241t;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. 0 WARNING-Wordy design paramabrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. —. Design valid for use only with Mlloksi 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 applk:ablity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MeV Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of misses and truss systems.seoANSI/TP11 Quality Criteria,03849 and SCSI Building Component 6904 Parke East Blvd. Safely Information ovalable from Truss Plate institute.218 N.Lee Street.Suite 312.Nexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9138154 10527DF J03 Jack-Open 8 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:162016 Page 1 I D:ZvE Hh D3nwKhu018PUOgbD6yy6Fp-IQB W OK?X4shP?2F_a5fc4BtOZwzc7EhPVOTWOyytver 3-0-0 I 300 Scale=1:14.8 2 7.00 IV• a 0, ■ 1� 3 111111111.... 3x5 I'. 3-0-0 I 3-0-0 Plate Offsets(X,Y)-- [1:0.2-8,0-0-3) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 2=76/Mechanical,3=42/Mechanical,1=118/0-5-8 Max Horz 1=70(LC 12) Max Uplift 2=-54(LC 12),3=-4(LC 12),1=-3(LC 12) Max Gray 2=82(LC 17),3=55(LC 3),1=118(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=241t;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. a WARNING•Verify design paremerars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek59 connectors.this design Is based only upon parameters shown,and is for an individual building component.not a Puss system.Before use,the building designer must verify the cyrplicablity of design parameters and properly incorporate this design into the overall briding design. Bracing Indicated is to prevent txtckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek* Is always required for staWity and to prevent collapse with possible personal N4ny and property damage. For general guidance regaalng the fabrication,storage,delivery,erection and tracing of trusses and tnrss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Thus Plate Institute.218 N.Lee Street,Sulle 312•Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply 1 T9138155 10527DF JO3A Jack-Open 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:17 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-Ddlucg09rApGdCgA8oArcOCYnKJKshIZkgC4YPytveq 2-1-83-8.0 I 2-1-8 I 1-6-8 Scale=1:16.8 3 , 1`,1 7.00 12 7 2x4 II 2 II N • N , V Y 1 :111111111111111111J 8■ N r . . 5 1 14x5= 4 d PIA 4.00112 6 3x6 1 2-1-8 3-8-0 I2-t-8 ( 1-6-8 ---I Plate Offsets(X,Y):: 15:0-2-8,0-2-4] —--- LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.02 5 >999 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.01 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=138/0-5-8,3=80/Mechanical,4=58/Mechanical Max Horz 6=83(LC 12) Max Uplift 3=-51(LC 12),4=-21(LC 12) Max Gray 6=138(LC 1),3=88(LC 17),4=62(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. A WARNING•Verily design paramoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.101732015 BEFORE USE 11111 Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and Is for an individual holding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall txildkhg design. Dacha indicated Is to prevent buckling at Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent colop s,with posstiie personal Injury and properly damage. For general guides ce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Curly Criteria,DSB-89 and SCSI Buldkrg Component 6804 Parke East Blvd. Safety Information available from Truss Plato institute.218 N.lee Street.Suite 312.Aexandric.i.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty . Ply T9138156 10527DF JO3B Jack-Open 3 1 Job Reference(optional) _. Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:18 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-hpJGp01 ncTx7EMPNi W h49ckj?jf 7b8BizKyd4rytvep 3-8-0 3-8-0 Scale=1:16.8 3 7.00 12 10 • MIN 2x4= _111PF- 4 0 n �I 4x5= c I' =; 4.00 12 6 3x6 11 3-5-8 -8- 3-5-8 2- Plate Offsets(X,Y)-- [5:0-0-13,0-2-4] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3.8-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=155/0-5-8,3=62/Mechanical,4=104/Mechanical Max Horz 6=83(LC 12) Max Uplift 3=-39(LC 12),4=-20(LC 12) Max Gray 6=155(LC 1),3=66(LC 17),4=129(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0pst;BCDL=5.Opsh h=25ft;B=45ft;1=24ft;eave=4f1;Cat. II;Exp C;End.,GCpi=0.16;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. 111111 Design vdki for use only with MITekfl connectors.Isis design is based only upon parameters shown.and Is for an individual bidding component.not a truss system.Before use,tlx:building designer must verily the applicability of design pxlraneters and properly iocorpxxale lids design Into the overall building design. Brac'1g Indicated Is to prevent buckling of In dtvkl al truss web aid/or chord members only.Additional temporary and permanent bracing i Mitek• is always required for stability and to prevent collapse with possible personal'natty and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and brac'sg of trusses and tnrss systems,SeeANSI/IP11 Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Nexaldrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 19138157 10527DF JO3P Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:18 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-hpJGp01 ncTx7EMPNi W h49ckj jtob8BizKyd4rytvep 3.0.0 3-0-0 Scale=1:14.8 2 `! 7.00 • co • � N d 3 tiO 3105 I I 103.4{ 3-0-0 03 4 2-8-12 Plate Offsets(X,Y)-- (1:0-2.8,0.0-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Verl(TL) -0.01 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES W8 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 2=76/Mechanical,3=42/Mechanical,1=118/0-3-8 Max Horz 1=70(LC 12) Max Uplift 2=-61(LC 12),3=-39(LC 12),1=-45(LC 12) Max Gray 2=77(LC 17),3=55(LC 3),1=118(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=2411;eave=4lt;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. 0 WARNING-trolly design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE FADE*111-7473 rev.1603/2015 BEFORE USE. 1111 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 verity the applicability of design parameters and properly Incorporate this design Into the overall briding design. Bracing indicated is to prevent buckling of Indlvktuat truss web and/or chord members only. Additional temporary and permanent bancIng '. MiTek* Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of tr sses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI BuNding Component 6904 Parke East BNd. Safety Information available horn Truss Plato Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss ,Truss Type Qty 1Ply 19138158 10527DF J04 Jack-Open 1 1 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:19 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-9?te0M2PNn3..sW ZFDDJipHta7_MKbQsB_hAdHytveo l 4-0-0 4-0-0 Scale=1:17.7 2 ,J 7.00 12 N . d 1 ^ ■ 1 o � 3 3x5 I 4-0-0 4-0-0 Plate Offsets(X,YL [1:0-2-8,0-0.3] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purfins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 2=103/Mechanical,3=54/Mechanical,1=158/0-5-8 Max Horz 1=94(LC 12) Max Uplift 2=-73(LC 12),3=-3(LC 12),1=-6(LC 12) Max Gray 2=112(LC 17),3=74(LC 3),1=158(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=4511;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE 149.7473 rev.10103/2015 BEFORE USE. Design valid for use only with Milek8 connectors.INs design Is based only upon parameters shown.and is for an individual building component.not a bras system.Before use.the building designer must verity the applicaWfty 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 e.-grlred for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of times and truss systems.SeeANSI/IPI I Quality Criteria,DSB-89 and BCSI Bolding Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type 'Qty Ply T9138159 10527DF J06 Jack-Open 18 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:19 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-9?te0M2PNn3_SW_ZFDDJipHpl7xdKbQsB_hAdHytveo 6-0-0 6-0-0 Scale=1:24.5 2 -! I 7.00 12 8 (j.'7 M � 1 it ►V 3 3x5 II 6-0-0 6-0-0 Plate Offsets(X,3/1_ [1:0-2-0,0-0-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.08 3-6 >881 240 MT20 244/190 • TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.16 3-6 >435 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-5-8 Max Horz 1=142(LC 12) Max Uplift 2=-111(LC 12),1=-13(LC 12) Max Gray 2=170(LC 17),3=112(LC 3),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=241h eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0.0,Interior(1)3.0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 2=111. • MEM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE 940-7473 rev.10.03/2016 BEFORE USE. • Design valid IN use only with MITekSv connectors.TNs design Is based only upon parameters shown,and is for an Individual txwWing component,not a truss system.Before use,the txikfng designer must verity the applicabiity of design{:parameters and properly incorporate this design Into the overall building design. Brachg Indicated Is to prevent buckling of Indbvkival truss web aril/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collages with possible personal Wry and properly damage. For general guidance regadrg 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 Corn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandda,VA 22314. Tampa,FL 33610 Job I Truss Truss Type I Qty Ply T9138160 10527DF JO6A Jack-Open i4 1 ___ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:20 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-dC ROEh2275BrUgZlpxkYE 1 q 1 AXF0329?QeRk9kytven 4-0-0 6-0-0 II 4-0-0 I 2.0.0 4x5- Scale=1:19.7 2 3 1 7.00I I. 9 • 1Will • J 5 2x4 II 3x5 I I 4 4-0-0 6-0-0 4-0-0 I 2-0-0 Plate Offsets(X,Y)-- 11_0_2-8,0-0-3) -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.12 5-8 >589 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.22 5-8 >319 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.14 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-5-8 Max Horz 1=97(LC 12) Max Uplift 3=-42(LC 8),4=-57(LC 12),1=-38(LC 12) Max Gray 3=58(LC 1),4=181(LC 17),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.1003/2015 BEFORE USE. idl' Design valkl for use only with MI1ekt%connectors.this design Is based only upon parameters shown-and Is for an Individual building component,not a truss system.Before use.the txildirntl designer must verily the applicability of design parameters and properly„corporate th s design Into the overall building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required(or stability and to prevent collapse with possible personal kyrsy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing o1 trusses and truss systems.seeANSI/TPI1 Quality Criteria.DSB-89 and BCSt Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T9138161 10527DF JO6B Jack-Open Girder j1 1 l Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:20 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-dCROEh2275BrUgZIpxkYE1g3mXJc3_9?QeRk9kytven 2-0-0 4-4-0 6.0.0 2-0-0 2-4-0 } 1-8-0 I Scale=1:17.3 4 � 1 4x5= 4x5= 7.00 FIT 2• 4' y ■S dMillifor . 1 ' N 03 ch .grow- �1r ; 1 r 5 0 _ d I, cd ■E'd 3x5 4x5= r- NI 2x4 I 14 10 9 4.001'.7 11111 2x4 II 3x6= 3x5 II 2-0-0 2-9-8 4-4-0I 5-9-809 ' 2-0-0 0-9-8 1-6-8- 1-5-8 2- Plate Offsets(X Y)-- 1:0-2-8,0-0-3 16:0-0-13 0-2-4] [7:0-2-4,0-1-8],[9:0-3-0,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.03 7 >999 180 BCLL 0.0 ' Rep Stress Inch NO WB 0.29 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 4=48/Mechanical,5=220/Mechanical,1=252/0-5-8 Max Horz 1=86(LC 8) Max Uplift 4=-36(LC 8),5=-41(LC 5),1=-54(LC 8) Max Gray 4=52(LC 13),5=220(LC 1),1=252(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-290/61 BOT CHORD 6.8=-197/523,6-7=-478/185 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24fh eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,1. 8)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)97 lb down and 119 lb up at 2-0-0 on top chord,and 10 lb down at 1-9-14,and 16 lb down and 16 lb up at 2-0-12 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+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,9-11=-20,6-9=-20,6-7=-20,5-6=-20 Concentrated Loads(Ib) Vert:14=-14(F) • I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE£0.7473 rev.10iO3/2015 BEFORE USE. Design wild for use only with MItekC connectors.this design k based only upon parameters shown,and is for an kxdtvidual bolding component,not , a truss system.Before use,the building designer must verify the appik:ablity of design parameters and properly incorporate this design Into the overall building design. Bracing ig indicated Is to prevent budding of ksdvIdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with p ossicle personal Injury and properly damage. For general gukfance 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. Sagely Information avdkltle from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. - Tampa.FL 33610 Job Truss Truss Type Oty ;Ply T9138162 10527DF JOSC Jack-Open 1 1 Job Reference optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:21 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-50_PR 13guOKi5g8yNeFnnEMDFxhJoOy8flAHhAyNem 2-9-8 4-0-0 6-0-0 I 2-9-8 1-2-8 2-0-0 i 4x5= Scaie=1:19.7 3 4 immiii 7-005/ 2.4 I I Ial 13 2 m lV�. 3ii-x5= Q it Iimi ;, aD N Ir 1 I/ o c �, ,:r 8 4x5= 2x4 I I Itteml 84x5 s 4.00 12 3x5 I' I 2-9-8 — I – 4-0-0 5-9-8I 0- 2-9-8 1-2-8 1-9-8 2- Plate Offsets(X,_Y)-- [1:0-2-8,0-0-31,[6:0-0-13,0.2-4],[7:0-2-4,0-1.81 LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.04 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.07 9 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.51 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:28 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-10-12 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 4=58/Mechanical,5=206/Mechanical,1=243/0-5-8 Max Horz 1=97(LC 12) Max Uplift 4=-42(LC 8),5=43(LC 12),1=-35(LC 12) Max Gray 4=58(LC 1),5=213(LC 3),1=243(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-8=-410/685,6-7=-647/387 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3.0.0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,1. • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03(2015 BEFORE USE. id• Design valid for use only with Milekt connectors.this design is based only upon parameters shown.and Is for an Individual balding component,not a truss system.Before use,the briiding designer insist vedfy the applicablity 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.Addilonal temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the kbdcatlon,storage.delivery,erection and bracing of trusses and truss systems,sooANSl/TPI I Quality Criteria.058-89 and BCSI Bu8ding Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss ;Truss Type Oty Ply T9138163: 10527DF JO6D Jack-Open 12— 1 , __ i ;Job Reference(optional) Building Component Supply, Jacksonville,Fl 322561 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:22 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-aaYnf N4I flSZjzj8xLm0JSVPSL?7XsUltywrDcytvel 2-9-8 6-0-0 i29-8 t 3.2.8 I Scale:1/2'=1' 3 mr 7.0012 2x4 11 2 2 i , 1 I _r 1opip---- 0 ..� 1 o b ■ 4x5= j I 6 4x5 4.00 rii 3x5 I I 2-9-8 5-9-8 __ 6-0 -p 2-9-8 + 3-0-0 2-8 —--- Plate Offsets(X,Y)-- [1:0-2-8,0-0.3U5:0-0-13,0-2.4],[7:0-2-4,0-1_8] LOADING(psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) f/defl Ud EPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.02 7 >999 240 MT20 244/190 TCDL 10.0 • Lumber DOL 1.25 BC 0.14 I Vert(TL) -0.04 5-7 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.43 1Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSI Weight:271b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 3=93/Mechanical,4=189/Mechanical,1=256/0-5-8 Max Horz 1=142(LC 12) Max Uplift 3=-64(LC 12),4.25(LC 12),1=4(LC 12) Max Gray 3=100(LC 17),4=230(LC 3),1=256(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-289/13 BOT CHORD 1-6=-155/290,5-6=-291/558,5-7=-521/272 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=45ft;L=241t;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0.0 to 5-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. i 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.100312015 BEFORE USE. 1• Design valid for use only with Mlleks connectors.Ibis design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ; building design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MR** lei' r is always required for stabllty and to prevent collapse with possible personal InWY and properly damage. For general guidance wading the fabrication,storage.delivery,erection and tracing of trusses and truss systems.seeANStJWl i Gully Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdey Information available from Truss Pate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Oty I Ply T9138164 10527DF JO6E Jack-Open I1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:22 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-aaYnf N4If iSZjzj8xLmOJSvOrLzRXrBItywrDcytvel F-- I 2.9.8 4-10-8 600 .-_1 2-9-8 2-1-0 1-1-8 Scale=1:24.3 3 rn q • -o • 7.00 FIF 2x4 I co 12 rip 2 6 P•. A6 11 1 3x5= +j IIIMIIIIMMEIIIIIIIP �. i,,, :, EMIIIIMIJOI '6 IMI 4x5= M. 6 4x5= 4.00112 3x5 I! 2-9-8 4-10-8 6.0.0 I2-&8 j 2-1-0 I t-1.8 I Plate Offsets(X,Y)-- j1:0-2-8,0-0-3],15:0-0-13,0-2-4],f7:0-2-4,0-1_181 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.04 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.08 5-7 >860 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.51 Horz(TL) 0.01 1 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:26 lb FT=20% LUMBER- l BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=107/Mechanical,4=158/Mechanical,1=254/0-5-8 Max Horz 1=142(LC 12) Max Uplift 3=-69(LC 12),4=-28(LC 12),1=-5(LC 12) Max Gray 3=115(LC 17),4=184(LC 3),1=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-268/5 BOT CHORD 1.6=-142/255,5-6=-375/689,5-7=-648/353 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45tt;L=240;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.1010312015 BEFORE USE. mit 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 txxanreters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Indlvidud 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 Ytfuy and property damage. For general gukiance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPtl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avefeiie from Truss Plate Institute.218 N.Lee Street.Suite 312,PJexandda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Ory Ply I, T9138165 10527DF JO6P Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:23 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-2m69sj5wQ0aOL7IKU3HFsfSVPkHnGPOR6cf0m2ytvek 6-0-0 6.0.0 Scale=1:24.5 2 N 7.00 12 8 a id `4 ►o 3 3x5 II I 6.0-0- 1 6-0-0 Plate Offsets(X,Y)-- [1:0-2-4,0-0-7] _ — -- --- LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (hoc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.18 3-6 >393 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.15 3.6 >465 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 1 _ Code FBC2014/TP12007 i Matrix-MS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-11-0 Max Horz 1=142(LC 12) Max Uplift 2=-123(LC 12),3=-73(LC 12),1=-98(LC 12) Max Gray 2=161(LC 17),3=112(LC 3),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0.0 to 5-11-4 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1 except Qt=lb) 2=123. A WARNWG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE mill• Design valid for use only with tvtileide connectors.This design Is tamed only upon parameters shown,and Is for an individual building component not a taus system.Before rue,the braking designer must verify the applicability of design parameters and properly Incorporate this design into the overall buNdktg design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Iv always regrired for stability and to prevent collapse with possible personal b*zy and property carnage. For general guidance reaming the i fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. 1 Salety Information available from Gros Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 �, Job Truss Truss Type Qty Ply T9138166 10527DF JO6PA Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:23 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-2m695j5wO0aQL7I KU3HFSISVPkHnGPQR6cf0m2ytvek 6-0-0 6-0-0 Scale:1/2'=1' 2 ttJJ 11 7.00 FT e 7 `9 1 a j 3 3x5 II 43 4 � d-3-d 5--a-18-1 2 Plate Offsets(X,Y)-- (1:0-2-4,0.0.7) LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.18 3-6 >393 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.15 3-6 >465 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.03 2 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-3-8 Max Horz 1=142(LC 12) Max Uplift 2=123(LC 12),3=-73(LC 12),1=-98(LC 12) Max Gray 2=161(LC 17),3=112(LC 3),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0ps1;h=25ft;B=4511;L=24ft;eave=4it;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1 except(jt=lb) 2=123. • • 1 r 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.1003P2015 BEFORE USE. Design valid for use only with Milek@)connectors.this design is based only upon parameters shown,and is for an individual bolding component.not a truss system.Before use,the building designer must verify the appllcablity of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSt/113I1 QudBty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 'Job Truss I Truss Type Qty Ply T9138167 10527DF JO6PB I Jack-Open 1 1 ' 1 �Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:24 2016 Page 1 I D:ZvE Hh D3nwKhu018 PUOgbD6yy6 Fp-W zg X435YBJ i HyHtX2moUOt_h48dx?s?bLF PxlVytvej I 5.6.0 - - 6-0.01 5.6-0 0-6-0 Scale=1:24.8 4x5= 2 ►y 1,117711 7.00 12 10 d ch 9 1 'il : II a 12 2x4 I 4 3x5 II -3 2-10-5 5-6-0 f6-0-0 I _ 3 2-7-1 2-7-11 0-6-0 Plate Offsets(X,'}- [1_0-2-4.0-0-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.19 5-8 >384 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.16 5-8 >456 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.04 Horz(TL) -0.05 3 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. 2-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 3=13/Mechanical,4=224/Mechanical,1=238/0.3.8 Max Horz 1=132(LC 12) Max Uplift 3=-10(LC 8),4=-183(LC 12),1=-104(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-6.0,Exterior(2)5-6-0 to 5-11.4 zone;cantilever lett exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 4=183,1=104. 1 � a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M/47473 rev.16533/2015 BEFORE USE. Design valid for use only with Miteku connectors.Ills design Is based only upon parameters shown,and Is for an individual building component.not , a truss system.Before use,the bulking designer must verify the applic billy of design parameters and properly incorporate this design into the overall brlding design. Bracing lobuckling Indicated is to prevent of Individual truss web and/or chord members only. Additional tern{xray and permanent bracing MiTek' • is always required for stability and to prevent collapse with possible personal his),and properly darncxre. For general prddcance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSUIPI l Quality Criteria.DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn truss Plate kutituie.218 N.lee Street.Suite 312.Alexarndlb.VA 22314. Tampa.FL 33610 'Job Truss f Truss Type Qty Ply I T9138168 10527DF JO6PC Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:24 2016 Page 1 I D:ZvE Hh D3nwKhu018PUOgbD6yy6Fp-W zgX435YBJI HyHtX2moUOt_ii8Zq?szbLF PxIVytvej 3-6-0 6-0.0 -1 3-6-0 2-6-0 Scale=1:17.2 4x5= 2 3 9 � 1 7.00 12 111111=.111=01 ■ o N N 03 =AddII 4 2x4 H 5x6= 3.6-0 6-0-0 6 3-d 3-2.12 2-6-0 Plate Offsets(X,Y)-- (1:Edge,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.26 5-8 >272 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.24 5-8 >300 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.05 Horz(TL) -0.18 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x6 SP No.2 REACTIONS. (lb/size) 3=73/Mechanical,4=164/Mechanical,1=238/0-3-8 Max Horz 1=85(LC 12) Max Uplift 3=-53(LC 8),4=-128(LC 12),1=-127(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-194/258 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=241t;eave=411;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-6-0,Exterior(2)3-6-0 to • 5-11.4 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 4=128,1=127. • _ f WARNING-Verify deafyn parenwters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rw.10./03/2015 BEFORE USE. Design valid for use only with MITekt1 connectors.this design is based only upon parameters shown,and is tor an individual building component,not a truss system.Before use,the braiding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. tracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Imlay and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TTM I Quality Criteria.0SB-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 T9138169 10527DF JO6PD Jack-Open Girder 1 1 1 _ _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:25 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-_9EvHP6Aydg8aRSjcUKjx4Xu7Yw5kJ Nkav8Vgxytvei 2.0.0F 6.0.0 — _{ 2-0-0 4-0-0 Scale.113.4 4x5= NAILED 2 9 3 7.00 FIT n• . do • ll//Y1111 . . 1 r$ • I n n I I 10 11 4 5 2x4 I I NAILED 3x6 II 10 -3-4 2-0-0 I — 6-0-0 -i 0-3.4 1-8-12 4-0-0 — Plate Offsets(X,Y)-_ [1:0-2-12,0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.21 4-5 >335 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.25 4-5 >284 180 BCLL 0.0 ` Rep Stress Incl NO WB 0.03 Horz(TL) 0.16 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i Matrix-MS Weight:22 Ib FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x6 SP No.2 REACTIONS. (lb/size) 3=118/Mechanical,4=130/Mechanical,1=250/0-3-8 Max Horz 1=49(LC 8) Max Uplift 3=-86(LC 4),4=-109(LC 5),1=-161(LC 8) Max Gray 3=118(LC 1),4=142(LC 3),1=250(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-254/195 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;8=4511;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 4=109,1=161. 8)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)91 lb down and 127 lb up at 2-0-0 on top chord,and 10 lb down and 2 lb up at 1-9-14,and 13 lb down and 11 lb up at 2-0-12 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pli) Vert:1-2=-60,2-3=-60,4-6=-20 • Concentrated Loads(Ib) Vert:10=-14(8)11=11=-9(B) 0 WARNING-Verily design param ars and READ NOTES ON THIS AND INCLUDED MITE(REFERANCE PAGE MII-7473 rev.1GN3201S BEFORE USE. Design valid for use only with MilekS)connectors.This design is based only upon parameters shown,and is bar an individual bolding component,not . a truss system.Before use,Iho bulking designer must verily the applicability of design parameters and properly incorporate this design Into the overall bulking design. facing indicated is to prevent buckling of individual truss web and/or chord mernbers only. Additional temporary and permanent bracing Mitek" is always required for stability and to prevent collapse with possible personal WNuy and properly damage. For general gukkrx:e re garcing 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 Bbd. Safety Information avrlabte from Truss Plate kutitute.218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss j Truss Type Qty 1 Ply T9138170, 10527DF PB01 Piggyback 1 ! 1 _ 1 _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:26 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-SLot Ul7ojxy?CbOvABryU 146IyPnTm9toZu2MNytveh 1.6.1 3-3-1 i 161 l 1-9-0 3x6 c 3x8 I Scale=1:6.6 3 4 • 7.00(12 i 1 2 • o d 1 ••••i•i•O••••••i••:"•i••i•J•••••i•i44:i•."•i•i'••i•:•:P•):•:"•i•1•0••••Ji•••••••:".i•i•• 5 2x4— 3-3-1 I 331 Plate Offsets(X,Y)-- (3:0-3.0 0-1_12L LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 1 n/r 90 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-S Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=87/2-4-14,2=127/2-4-14 Max Horz 2=35(LC 12) Max Uplift 5=-36(LC 9),2.54(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24fh eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)Thls 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 lit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 1 Ma. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with Milektra connectors.Ns design Ls 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 lic blity of design parameters and properly Incorporate this design into the overall bulling design. Bracing Indicated Is to prevent buckling of IndMdud hum web arxi/cr chord members only. Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regaadng the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing 01 trusses and truss systems.seoANSt/IPI1 Qualty Criteria.DSS-S9 and SCSI Suiting Component Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 19138171 10527DF PB02 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:26 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-SLoi Ul7ojxy?CbOvABryU1451yPeTm9toZu2MNytveh 2x4 ! Scale=111.6 3 7.00 FIF II N 2 4 1 �•ii•ii' i'.�i'i.•�.•••.i••• .i•:i. •Pi 24= to_ 3 •••••••i•:+:•.0%:!*�O••••❖.••L••i:•:•:•�i.•ii!�:•:l:li 5 a 4 2x4— 3-3-1 I 3-3-1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 1 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 I Vert(TL) 0.00 1 n/r 90 BCLL 0.0 • Rep Stress Incr YES WB 0.00 I Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=0/2-1-6,2=127/2-1-6,4=87/2-1-6 Max Horz 2=73(LC 12) Max Uplift 2=-39(LC 12),4=-36(LC 12) Max Gray 2=127(LC 1),4=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=5.Ops1;BCDL=5.Opsf;h=2511;6=4511;L=241t;eave=4lh Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load 0120.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. 6)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. AI WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MQ-7473 rev.10103/2015 BEFORE USE figli• Design valid for use only with MilekS)connectors.Ibis design Is based only upon parameters shown,and is for an individual balding component.not a truss system.Belore use.the building designer must verify the applicability of design Ixaameters and property Incorporate this design Into the overall bulldog design. Bracing indicated Is to prevent budding of Indivklual truss web and/of chord members only. Additional temporary and permanent bracing MiTekC is always required to stability and to prevent collapse with posst ie personal injury and property damage. i or general guidance regarding tIre fabrication.storage.delivery,erection and[racing of trusses OM]truss systems.seeANSI/WIt Quality Criteria,DSB-69 and SCSI Beading 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 T9138172 105270F T01 Roof Special Girder 1 1 L Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:28 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-Okv2VQ93FYCi RuAl HctOZj9GJIv4xYfAGtN9RGytvel 6-0-0 11-5-4 16-7-0 18-7-0 22-4-8___ 26-5.8 I 6-0-0 i 5-5-4 5-1-12 } 2-0-0 I 3-9-8 f 4-1-0 H Scale=1:45.6 NAILED NAILED NAILED 7x10 8x14 M18SHS NAILED NAILED 2x4 .1 NAILED NAILED 7.00 12 2 17 18 3 19 20 21 4 NAILED NAILED ea I I I I i. I I I �" 7x6_ 2x4 I I - NAILED - �+ 4x10= 16� �,'111111117: 411111112:114111111141.-' NAILED NAILED 7 I. r I rrwin NAILED `• 23 co 15 °P b N i:: 1 ` N .p. 11 nr nr: 1Ti nn nr IPA , 1n nn nn n1 , ;n 24 2511 26 27 10 28 29 30 9 31 32 33 8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x6_ 2x4 II 8x10= 5x8_ 6c6_ NAILED NAILED NAILED NAILED 6-0-0 11-5-4 16-7-0 18.7.0 _ 22-4-8 26-5-8 I — 6-0-0 I 5-5-4 I 5-1-12 I 2.0.0 I 3-9-8 I 4-1-0 Plate Offsets(X,Yj-- [2:0-6-0,Edge],[4:0-6.1,Edge],[8:0-3-0,0-4-01,[9:0-4-0,0-2-01,[10:0.3-8,0-4_8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.24 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.48 9-10 >651 180 M18SHS 244/190 BCLL 0.0 ' 1 Rep Stress Incr NO WB 0.51 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-3 oc bracing. WEDGE WEBS T-Brace: 2x4 SP No.3-6-8 Left: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=1945/Mechanical,1=2067/0-5-8 Max Horz 1=97(LC 8) Max Uplift 8=-812(LC 5),1=-827(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.3267/1320,2-3=-3837/1642,3-4=-3864/1661,4-5=-5319/2140,5-6=-4452/1775 BOT CHORD 1-11=-1144/2718,10-11=-1146/2731,9-10=-1442/3478,8-9=-1115/2598 WEBS 2-11=-35/424,2-10=-568/1394,3-10=-715/492,4-10=-231/535,4-9=-806/2272, 5-9=-2732/1130,6-9=-839/2272,6-8=-3042/1311 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24lt;eave=411;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psi 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 100 lb uplift at joint(s)except(jt=lb) 8=812,1=827. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,4-5=-60,5-7=-60,8-12=-20 r J A WARNING-Verily design parameters and READ NOTES ON TIM AND INCLUDED MIEN REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE. IAN Design valid tor use only with MIlekyr connectors.Ihts design Is based only upon parameters shown.and Is for an hdivkAal txrlding component not a puss system.Before use,the building designer must verity the appllcabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent truckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' • B always required tor stability and to prevent collapse with possible personal iryuy and property damage. For general guidance regarding the• 6904 Parke East Blvd.- fabrication.storage.delivery,erection and tracing of trusses and truss systems,seeANSI/lPh t Quality Criteria,DS649 and BCSI Building Component Safety Information meltable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Dry Ply T9138172 10527DF T01 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:28 2016 Page 2 I D:ZvE H hD3nwKhu018 PUOgbD6yy6 Fp-Okv2VQ93 FYCi RuA I HctOZj9GJIv4xYfAGtN9RGylvef LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-97(F)4=-97(F)10=-60(F)11=-60(F)3=-97(F)9=-159(F)6=-43(F)15=-51(F)17=-97(F)18=-97(F)19=-97(F)21=-97(F)23=-43(F)24=-114(F)25=-159(F) 26=-60(F)27=-60(F)28=-60(F)29=-60(F)30=-60(F)31=-163(F)32=-36(F)33_34(F) • • • • _ 1 � 0 WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design vdkl for use only with Mlleka connectors.This design is bused only upon parameters shown,and Is for cit individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing Indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary cid permanent bracing MiTek• is always requked for stability and to prevent collapse with l x>ssible personal injury and property damage. For general gridarx a regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information ow:Sable from Teas Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss . Truss Type Qty Ply T9138173 10527DF 102 Roof Special 1 1 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:28 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-Okv2VQ93FYCi RuAIHctOZ)9InIxkXSOAGtN9RGytvei 8-0-0 14-7-0 16-7-0 21-4-8 26-5-8 I i 8-0-0 6-7-0 2-0-0 5-1-0 Scale=1:45.6 6x6 11 6x8 2 16 17 18 19 3 __ 2x4 II 7.00 12 �S�6x6 4x5= 6 15 � ` 20 r m b a 1 / RN ,. 10 9 8 7 5x6 11 4x5= - 4x10- 5x6_ 8-0-0 14-7-0_ 16-7-0 26-5-8 I 8-0-0 I 6-7-0 l 2-0-0 ' 9-10-8 Plate Offsets(X,Y)-- [1:0-3.0,0-0-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.20 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.53 7-8 >594 180 BCLL 0.0 * Rep Stress Incr YES WB 0.94 1 IHorz(TL) 0.06 7 Na Na BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0.6 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing. WEDGE WEBS T-Brace: 2x4 SP No.3-3-10 Left: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) 7=1053/Mechanical,1=1053/0-5-8 Max Horz 1=144(LC 12) Max Uplift 7=-329(LC 9),1.265(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1542/491,2-3=-1237/502,3-4=-2031/685,4-5=-1708/560 BOT CHORD 1-10=-455/1228,8-10=-493/1392,7-8=-421/1111 WEBS 2-10=0/401,3-10=-308/81,3-8=-220/913,4-8=-1141/427,5-8=-183/775,5-7=-1370/534 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opst BCDL=5.Opst h=2511;B=45ft;L=2411;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 16-7-0,Interior(1)16-7.0 to 26-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=329,1=265. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Varffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE n Design valid for use only with Ninety/Yr connectors.This design Is based only upon parameters shown.and is for ai individual building component,not a truss system.Before use,the building designer must verify the appllcaW Iry of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collcpse with possible personal Inkay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate institute,218 N.Lee Street.Stile 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9138174'1 10527DF T03 Roof Special 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:29 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-swTQ7m9hOrKZ321 UrKOf5wiY19HrgOVKUX6iziytvee 5-0.1I 10-0-0 } 12-7-0___ I 14-7-0 20-4-8 26-5-8 5-0-1 4-11-15 2.7.0 2-0-0 5.9.8 6-1-0 Scale=1:46.2 6x6 1'r 6x8 3 4 , 152-:-. 2x4 I 4x5- 6 7 7.0012 17 iil 18 2x4 2 to %16 r?�1 1 a a w e .41 Iiir4 12 11 10 9 8 4x6 I 6x12_ 4x5= 4x10= 3x5 II 10-0-0 12-7-0 14-7-0 20-4-8 26-5-8 I 10-0-0 i 2-7-0 i 2-0-0 I 5-9-8 I 6-1-0 Plate Offsets(X,Y)-- [1:0-3-0,0-0-3),[5:0-5-8,0-3-0],[11:0-3-0,0-3-0) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell LAI PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.17 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.42 12-15 >755 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.47 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8.1-3 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 8=1053/Mechanical,1=1053/0-5-8 Max Horz 1=192(LC 12) Max Uplift 8=-351(LC 9),1_257(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.-1610/528,2-3=-1336/450,3-4=-1089/447,4-5=-1660/627,5-6=-1025/361, 6-7.-1025/361,7-8=-999/403 BOT CHORD 1-12=-583/1335,10-12=-411/1124,9-10.-500/1381 WEBS 2-12=-397/216,3-12=-77/420,4-10=-304/847,5-10=-726/320,5-9=-471/184, 6-9=-412/301,7-9=-463/1319 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45tt;L=241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi.0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterlor(2)10-0-0 to 12-7-0,Interior(1)14-7-0 to 26-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8.351,1=257. 0 WARNING-V.rly design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MII-7473 rev.10iO3/2015 BEFORE USE mil • Design valid for use only wilts Mitek0t connectors.this design Is based only upon parameters shown,and Is for an kxiMdual building component.not a truss system.Before use.the building designer must verify the applicability of design paraneters and properly Incorporate this design into the overall bulking design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the labrlcatbn.storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DS13-69 and SCSI BuNding Component 6904 Parke East Blvd. Safily Information avdlabie horn Truss Plate Institute-218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T91381751 10527DF T04 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:30 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-L71oK6AJn9SQgCKgP1vue8Ed0ZhEPRHTjBsGV8ylved 5-7-13 11-3-812.7.0 19-6-4 26-5-8 i 5-7-13 5.7-11 11.3.8 1 6-11-4 6-11-4 Scale:l/4'=1. 5x6= 3 6x6= 4x5= 4x5= ��f5 6 4.111 17 CI la /18 7.00 i 4x5<-- 2 i2 • 15 1 11 10 g 19 B 20 7 2x4 I 3x6 4x12= 4x5_ 3x5 II 3x8 I 5-7-13 12-7-0 19-6-4 26-5-8 5-7-13 1 6-11-3 } 6-11-4 6-11-4 Plate Offsets(X,Y)-- [1:0-3.8,Edge],[3:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.06 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.20 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.04 7 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. • WEDGE Lett:2x4 SP No.2 REACTIONS. (lb/size) 7=1053/Mechanical,1=1053/0-5-8 Max Horz 1=240(LC 12) Max Uplift 7=-371(LC 9),1=-247(LC 12) Max Gray 7=1088(LC 17),1=1053(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1633/443,2-3.1203/387,3-4=-1318/490,4-5=-1147/421,5-6=-929/329, 6-7=-992/410 BOT CHORD 1-11=-556/1367,9-11=-556/1367,8-9=-329/929 WEBS 2-9=-546/221,3-9=-315/999,4-9=-835/353,5-9=-122/367,5-8=-681/371, 6-8=-437/1234 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25f1;B=45ft;L=2411;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-3.8,Exterior(2)11-3-8 to 12-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 7=371,1=247. 1 l A WARNING-Verily design parmn t rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 ray.la6D32015 BEFORE USE. ill , Design valid for use only with Miteka connectors.this design is based only upon parameters shown,and is for an kx9vdual building component,not a truss system.Before use,the bolsing designer must verity 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. Ad Mama)temporary and permanent bracing MITek• Is always required for stability and to prevent collapse with possIbte personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 QuaPty Criteria,DSB419 and BCSI Bulldn9 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 T9138176 10527DF T05 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:31 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-pJbBYSBxYTaHI MvtykQ7BLnvbzzg8wfdyrbp2bytvec I 6-0-1 12-0-0 16-8-12 21-5-8 22-3-0 26-3-0 26/5-8 6-0-1 5-11-15 1 4-8-12 4-8-12 0-9-8 4-0-0 0- -8 Scale=1:51.6 6x6 \\ 4x5= 3x6= 2x4 II 3 18 19 20 4 21 5 6"= • m+ 22 7 g 7.0012 17 4x5 i 2 �\ eryy � Is ~ 16 I I 'b r \ I , 1111:141411114114% 1 12 71 10 23 24 9 8 3x8 I 2x4 II 3x6 4x10= 4x5= 5x6= 6-0-1 12-0-0 21-5-8 W-0__ 26-5-8 I 6-0-1 I 5-11-15 + 9.5.8 0-9-fi 4.2.8 Plate Offsets(X,Y)- [1:0-3-8,Edgel,[5:0-4-0,0-2-4] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.25 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.51 9-10 >623 180 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(TL) 0.05 8 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. WEDGE WEBS T-Brace: 2x4 SP No.3-4-9,6-8 Left: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=1053/Mechanical,1=1053/0-5-8 Max Horz 1=269(LC 12) Max Uplift 8=-359(LC 9),1=-240(LC 12) Max Gray 8=1058(LC 17),1=1063(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1618/447,2-3=-1248/387,3-4=-1029/397,4-5=-628/231,5-6=-628/247 BOT CHORD 1-12=-583/1391,10-12=-583/1391,9-10=-356/901,8-9=-199/558 WEBS 2-10=-556/243,3-10=-24/322,4-10=-43/274,4-9=-514/261,6-9=-132/675, 6-8=-1091/386 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=451t;L=241t;eave=411;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to 22-3-0,Interior(1)22-3-0 to 26-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=359,1=240. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)Is always required. � r A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.10032015 BEFORE USE. • Design wild for use only with Mile4cD connectors.this design Is based only upon parameters shown.and is fox an individual building component,not o truss system.Before use,the building designer must verily the appllcablity of design parameters and properly he orporato this design into the overall binding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stabWy 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 tr ss systems.seeANSUlPit Quality Catena,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanga.FL 33610 Job 'Truss ITruss Type Qty Ply T9138177 10527DF T06 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:31 2016 Page 1 ID:ZvE HhD3nwKhuOI8PUOgbD6yy6Fp-pJbBYSBxYTaHIMvtykQ7BLnsUz1 m8rDdyrbp2bytvec 7-0-1 14-0-0 19-5-8 24-3-0 26-5-8 I 7-0-1 I 6-11-15 5 5 8 — 4-9-8 2-2-8 7x10 Scale=1:54.4 7.00 FIT 7x10 4 18 19 5 VP 41111 3x6 i 7 � 7x6= 7 u 3�116 2x4 I 1., ; 2x4 I' � i 2 ( co • co VN th � 16 � d, 1 1 ti 21 _ v 12 11 10 21 9 8 4x6 I 4x5= ' 4x5= 4x5= 5x6= 7-0-1 14-0-0 19-5-8 24.3.0 __I--26-5-8 I 7-0-1 I 6-11-15 5.5.8 I 4-9-8 2-2-8 l Plate Offsets(X,Y)-- (1:0-2-12,0-0-7],(5:0.6-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.09 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.22 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:172 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEDGE 8-8-0 oc bracing:1-12. Left:2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-4-10,5-9 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. (Ib/size) 8=1053/Mechanical,1=1053/0-5-8 Max Horz 1=221(LC 12) Max Uplift 8=-301(LC 12),1=-251(LC 12) Max Gray 8=1056(LC 17),1=1089(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1661/454,2-4=-1735/663,4-5=-911/401,5-6=-849/320 BOT CHORD 1-12=-520/1463,10-12.290/943,9-10=-208/695,8-9=-135/350 WEBS 2-12=-565/347,4-12=-366/922,5-10=-148/464,6-9=-115/532,6-8=-1010/404 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.0psf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-0-0,Exterior(2)14-0-010 22-5-8,Interior(1)22-5-8 to 24-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 8=301,1=251. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. mit A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MIteIcSD connectors.This design is based only upon parameters shown.and Is for an k dMd d bxAding component,not a truss system.Before use,the building designer must verify the ap licabilty of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent t xa cing MUek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regardna the fabrication,storage.deNvery.erection and tracing of trusses and tnrss 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 Ory Ply 19138178 10527DF T07 Hip . i1 1 Job Referencefptional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:32 2016 Page 1 ID:ZvE H hD3nwKhu018PUOgbD6yy6Fp-HV9ZIoCZJmi8wW U3 W SyMjZJw6NKjtOumBVLMa i ytveb 8-0-1 16-0-0 117.5.81 21.9.12--- 26.5-8 8-0-1 7-11-15 1-5 8 4-4-4 4-7-12 6x6 \\ 8x14 MI8SHS/f Scale=1:57.9 7.00 12 4 5 1 3x6:- 16 17 18 tos 4x5:- O 5x6 2 6 5, • A0.r i e 1 iisr - III -- , �1 11 10 9 8 7 4x6 I 2x4 I 3 4x5= 4x5= 3x4 11 8.0.1 16-0-0 17-5-8 26-5-8 I 8-0-1 I 7-11-15 — 11.5-81 9-0-0 1 Plate Offsets(X,Y)-- [1:0-2-8,0-0-15],[5:0-2-5,Edge],(6:0.2-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (100) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.15 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.34 9-11 >923 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.04 7 n/a r1/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:155 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-1-12 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-2-9,5-8 WEDGE Fasten(2X) T and I braces to narrow edge of web with 10d Left:2x4 SP No.2 (0.131"x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1053/0-5-8,7=1053/Mechanical Max Horz 1=-208(LC 10) Max Uplift 1=-261(LC 12),7=-292(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1581/457,2-4=-935/373,4-5=-853/396,5-6=-932/353,6-7=-983/390 BOT CHORD 1-11=-457/1349,9-11.457/1349,8-9=-169/692 WEBS 2-11=0/338,2-9-836/340,4-9=-122/335,6-8=-158/723 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-0-0,Exterior(2)16-0-0 to 17-5-8,Interior(1)21-8-7 to 26-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=261,7=292. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10/93/2015 BEFORE USE. 1111' Design valid for use only with Wake connectors.This design is based only upon parameters shown,and Is for an krdvtdua1 building component.not a truss system.Before use,the bulking designer MUM verify the applicability of design{onrameters and properly incorporate this design Into the overall t>W dng design- Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Miiek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regmdng the tobrtcatk>n,storage,delNery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Oty Ply T9138179 10527DF TO8 Common i 4 1 L Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:33 2016 Page 1 ID:ZvE HhD3nwKhuOl8PUOgbD6yy6Fp-Iijxy8C B44q?Xg3F49TbGmsDBmeactvvP94w6TyNea 5-7-0 11-1-14 16-8.12 22-3-10 26.5-8__ 5-7-0 l 5-6-14 t 5-6-14 5-6-14 1 4-1-14 54= Scale=1:60.9 5 7.00TIF 16 17 4x5 i 4x5 4 6 * 18 11, 3x6 2x4 II 7 2x4�� 3 15 a0 4 1 I ,iaaqq000/0. "... 4$ / rJ H -- 11 10 t9 20 9 21 22 8 4x5= 3x6= 4x10= 4x5= 3x8 11 8-8-12 16-8-12 26-5-8 8-8-12 I 8-0-0 I 9-8-12 ---I Plate Offsets(X,Y)-- [1:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.25 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.56 8-9 >565 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-10.2 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. WEDGE WEBS 1 Row at midpt 4-9,6-8 Left:2x4 SP No.2 REACTIONS. (lb/size) 1=1053/0-5-8,8=1053/Mechanical Max Horz 1=-219(LC 10) Max Uplift 1=-261(LC 12),8=-292(LC 12) Max Gray 1=1065(LC 17),8=1079(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1621/469,2-4.1438/451,4-5=-946/369,5-6=-942/370 BOT CHORD 1-11=-482/1489,9-11=-315/1147,8-9=-167/530 WEBS 2-11=-349/213,4-11=-85/436,4-9=-675/296,5-9=-179/605,6-9=0/336,6-8=-1014/341 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=45ft;L=24fh eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3-0.0 to 16-8-12,Exterior(2)16-8-12 to 19-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=261,8=292. M A WARNING-Verily dsadgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. is Design valid for use only with'Atoka connectors. Ns design is based only upon parameters shown-and is tor an Individual bolding component.not a truss system.Before use,the building designer must verity the a pplkxt>llty of design parameters and properly incorporate lis design Into the overall building design. Bracing indicated Is to provent buckling of Individual truss wet>and/<r chord merntxtrs ordy. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery-erectkn and bracing of trusses and truss systems-seeANSU1P11 Quality Criteria,DSB-89 and SCSI Binding Component 6904 Parke East Blvd. Safely Information mailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexoxxdda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9138180 10527DF T09 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:34 2016 Page 1 ID:ZvEHhD3nwKhu0l8PUOgbD6yy6Fp-DuHJAUDgg0ys9peSet_go_PGmAxeLB63epgTewytveZ 1 2-11-8 1 833 I 13.9.0 16-0-0 17-5-8. 25-5-7 2.]2 33-5-8 2-11-8 5-4-12 5-4-12 2-3-0 1-5-8 7-11-15 0.9.5 7.2.12 Scale=1:71.0 Bx14 M18SHS// 7x14 MT2OHS= 7.00112 5 6 4 31 6x8-i 3x6 7 4x5 O di d, 8x14 M18SHS 29 32 14 I� ,� nt . di 11 f� _— $- 15�� - -rr- a - ,, 1" 16 10x12= 13 12 11 10 3x6= 4x6 II 3x5= 4x10 1 2.11$ 4-11-85r7-0 8-4-4 i 11-9-0 113-9-0 116-0 0 17.5.81 26-2-12 I 33-2-4 33154 2-11-8 ' 2.0.0 0.7-8 2-9-4 3-4-12 2-0-0 2-3-0 1-5-8 8-9-4 6-11-8 0-3.4 Plate Offsets(X,Y)-- [1_0-0-0,0-0-9],[2:0-1-1,0-4-111,[3:0.2.0,0-3.01,15:0.6-1_,Edge],-j6:0-2-4,Edge],[9:0.2-8,0-0-3],[14:0-5-8,0-3.0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.31 2-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.78 2-15 >405 180 MT2OHS 187/143 BCLL 0.0 " Rep Stress Incr YES WB 0.77 Horz(TL) 0.61 10 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:223 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins. 1-3:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. • BOT CHORD 2x4 SP No.1`Except* WEBS T-Brace: 2x4 SP No.3-6-12 • 2-16,4-13:2x4 SP No.2,2-14:2x6 SP SS Fasten(2X) T and I braces to narrow edge of web with 10d WEBS 2x4 SP No.2 (0.131"x3')nails,6in o.c.,with 3in minimum end distance. WEDGE Brace must cover 90%of web length. Right:2x4 SP No.2 JOINTS 1 Brace at Jt(s):15 REACTIONS. (lb/size) 1=873/0-5-8,10=2165/0-5.8,9=-359/0-3-8 Max Horz 1=-267(LC 10) Max Uplift 1=-246(LC 12),10=-585(LC 12),9=-611(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-24=-563/201,2-3=-1658/569,3-4=-819/415,4-5=-976/546,5-6=-532/376, 6-8=-565/350,8-9=-122/1398 BOT CHORD 2-15=-382/1475,14-15=-386/1503,4-14=-508/250,12-13=-57/299,10-12=-1090/161, 9-10=-1090/161 WEBS 3-15=-37/502,3-14.1053/357,5-14=-384/1007,6-12=-564/130,8-12=-108/1606, 8-10=-1940/541 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0-0 to 16-0-0,Exterior(2)16-0-0 to 17-5-8,Interior(1)21-8-7 to 33-5-8 zone;cantilever right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=246,10=585,9=611. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek'V connectors.this design Is based only upon parameters shown.and Is for an Individual txidkng component,not a truss system.Before use,the building designer must verify the aplakmbllty of design pxx<nreters 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 tempxxay and permanent!piecing Mire k" Is always required for stability and to prevent collapse with possible personal Inlury and property damage. For grnxxd grridknce regarding the fatxk•,atlon,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/lPll QuaEty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Iriformaiton available trap Truss Plate Institute.218 N.Lee Street,Suite 312.Adexandrla,VA 22314. I Tampa.FL 33610 (Job Truss Truss Type Qty Ply T9138181' 10527DF T10 Hip 1 1 I _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:35 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-h4rhNgESbh4jnzCeBaV3LBxXmaOg4cOCtTZ1 BMytveY 7-0-1 14-0-0 19-5-8 22.9.4 23-111 264.1228-5-8 . 30-5-8 i 33.5.8 I 7-0-1 6-11-15 I 5-5-8 3-3-12 '1-2.4r 2-3-4 i 2-2-12 ' 2-0-0 3-0-0 7x10 Scale=1:62.6 7.00 12 7x10 4 31 32 5 3x6Ofi 11;� 4x5 6 3x6 7 33 .00••••••••••00 ,O 2x4 II I 2x4 II 2 . 34 ` co 29 9 1 13 12 )o �: 2x4 II - I.1 . 19 Pal 35 18 14 17 16 15 11 4x6 II 4x5= 3x6 4x5= 8x10= 3x5 II 3x4= 3x8 II 2x4 l i 7-0-1 14-0-0 19_5_8 26-2-12 28-5-8 30-5-8 33-2-4____ i5-8 I 7-0-1 6.11-15 I1 1i 5-5-8 6-9-4 2-2-12 2-0-0 2.8.12 044 Plate Offsets(X,Y)-- 11:0-2-12,0-0-n 0.1-81110:0-3-8,Edge],[13:0-5-8,0-2-4),[15:0-2-12,0-1-8],[16:0-5-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.09 17-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.22 17-19 >999 180 • BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.04 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 11-12:2x4 SP No.2 6-0-0 oc bracing:12-13 WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-4-17,5-16 WEDGE Fasten(2X) T and I braces to narrow edge of web with 10d Lett:2x4 SP No.2,Right:2x4 SP No.2 (0.131'x3°)nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=982/0-5-8,10=54/0-3-8,15=1685/0-5-8 Max Horz 1=317(LC 11) Max Uplift 1=-227(LC 12),10=-8(LC 12),15=650(LC 12) Max Gray 1=1056(LC 17),10=60(LC 18),15=1685(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1603/367,2-4=-1677/577,4-5=-856/322,5-6=-725/224,6-8=-544/628, 8-9=-696/685 801 CHORD 1-19=-405/1406,17-19=-163/880,16-17=-47/603,12-13=-610/523,9-12=-569/615 WEBS 2-19=-566/358,4-19=-380/925,4-17=-250/253,5-17=-225/518,5-16=-346/261, 13-16=0/430,13-15=-1574/980,8-13=-364/250,6-13=-1392/793,6-16=-238/458 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=2511;B=45ft;L=2411 eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-0-0,Exterior(2)14-0-0 to 23-8-7,Interior(1)23-8-7 to 33-5-8 zone;cantilever right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 1=227,15=650. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. • A WARNING-Verity dWyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE hip-7473 rev.10)13312015 BEFORE USE. Design valid for use only with Mileic8 connectors.This design Is based only upon parameters shown,and Is for an individual building component-not I 111 a truss system.Before use,the braiding designer must verily the applicability of design parameters and properly Incorporate this design Into the overall briding design. Bracing indicated is to prevent trickling of individual truss web axd/or chord members only. Additional temporary and permanent bracing MiTek( Is always required for stability and to prevent collapse with possible personal Prosy and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSVIPl1 Qualify Cdterla,DS6-89 and SCSI BuldIng Component 6904 Parke East Blvd. Safety Informafon avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. ' Tempa.FL 33610 Job Truss Truss Type Qty Ply T9138182 10527DF T11 Roof Special 1 1 1 Job Reference(optional) _ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:36 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-9HO4bAF4M?DaO7ngll0luPUfq_jRp7XM57JajoytveX 6-0-1 12-0-0 19-9-0 20.7.4 27-0-5 33-5-8 I 6-0-1 5.11.15 I 7-9-0 0-10-4 6-5.1 6-5-3 Scale=1:57.6 3x6= 6x6 11 7x10= 5 3 21 22 4 ipti N\\\.\\416.23 7.00 12 � 4x5 i 2x4 ff 6 .riiW 2 • c ri 19 24 1 I 100.0.•;••••••••••••<7.00 7ro IA 12 11 25 10 9 26 k 3x8 I. 2x4 I I 7x10= 2x4 I I = 4x5= 3x8 H I 6.0-112-00 19-9.0____ 26-2-12 33-2-4 33[5.8 6-0-1— 5.11-15 I 7-9-0 l 6-5-12 6-11-8 0-3-4 Plate Offsets(X,Y)-- [1:0.3-8,Edge],[4:0-6-8,Edqe],[5:0-3-0,Edgeg,[7:0-3-8,Edge],[11:0.3.0,Edge]__ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.16 8-18 >550 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Verl(TL) -0.20 10-11 >999 180 BCLL 0.0 " Rep Stress Ina YES WB 0.65 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:179 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing:7-8. WEDGE WEBS T-Brace: 2x4 SP No.3-4-8 Left:2x4 SP No.2,Right: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=1327/0-5-8,1=1050/0-5-8,7=299/0-3-8 Max Horz 1=-213(LC 10) Max Uplift 8=-551(LC 12),1=254(LC 12),7=-103(LC 12) Max Gray 8=1327(LC 1),1=1050(LC 1),7=300(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1613/472,2-3=-1215/426,3-4=-994/424 BOT CHORD 1-12=-310/1456,11-12=-310/1456,10-11=-20/852,8-10=-22/845 WEBS 2-11=-546/224,3-11=0/284,4-11=-161/387,4-10=0/368,4-8=-1186/277,6-8=-498/330 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h_25f1;B=45ft;L=24f1;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to 15-0-0,Interior(1)19-9-0 to 33-5-8 zone;cantilever right exposed;porch right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=551,1=254,7=103. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. l A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/e320i5 BEFORE USE igl- Design valid for use only with MIIek43:connectors.This design is tx2seci only upon Parameters shown.and is for an individual building component.not a truss system.Before use.the wading designer mars!verify the applicability of design parcxneters and properly Incorporate this design Into the overall bulking 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 le personal ryuy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.soeeANSI/1P11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information°volatile from Trig Plate Institute.218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I i T9138183 10527DF T12 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:37 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-dTySoVGi7JLROHMOJ?XXQc1gnO1xYaPVKn27FFytveW 5 0 1 10-0-0 17-9-0 20-7-4- —I--f 27-0-5 -- 33-5-8 --i 5-0-1 4-11-15 7-9-0 2-10-4 6-5-1 6-5-3 Scale=1:58.8 6x6=- 5 5 7x10 3 6x6:0000000043 \111141111111444-6 7.00112 I� 2722 20 2xa r/ 2x4219 24 rb 1 \ 7•°P a v rsi Tyr u b. i^0/ 12 11 25 10 26 9 27 4x6 II 4x5= 3x6 4x10= 3x6= 4x5= 3x8 II 10.0.0 17-9-0 26-2-12 33-2-4 33r 8 10.0- I 7-9-0 8-5-12 I 6-11-8 - 0-3-4 Plate Offsets(X,Y)-- (1:0-3-0,0-0-31,[3:0-6-0,Edgel,15:0-3.0,0-2-01,(7:0-3-8,Edge1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.15 8-18 >588 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.41 12-15 >772 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:179 lb FT=20% • • LUMBER- BRACING- TOP CHORD 2x4 SF'No.1 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-3-10,5-8 WEDGE Fasten(2X) T and I braces to narrow edge of web with 10d Left:2x4 SP No.2,Right:2x4 SP No.2 (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 8=1432/0-5-8,1=1028/0-5-8,7=217/0-3-8 Max Horz 1=-213(LC 10) Max Uplift 8=-414(LC 12),1=-284(LC 12),7=-210(LC 12) Max Gray 8=1449(LC 19),1=1028(LC 1),7=299(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1559/589,2-3=-1298/521,3-4=-954/498,4-5=-1180/644,5-6=-193/416, 6-7=-227/292 BOT CHORD 1-12=-433/1406,10-12=-264/1154,8.10=-106/539 WEBS 2-12=-382/198,3-12=-17/420,4-10=-901/515,5-10=-448/1318,5-8=-1269/83, 6-8=-501/335 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0pst;BCDL=5.Opsf;h=25ft;B=45ff;L=241t;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to 13-0-0,Interior(1)17-9-0 to 33-5-8 zone;cantilever right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 8=414,1=284,7=210. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I ► A WARNING-Varly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt7473 rev.10/032015 BEFORE USE il• Design valid for use only with Malek®conneckxs.this design k based only upon pararrieters shown,and Is fora individual building component,not a truss system.Before MO,the balking designer roust verily the app itcabllty of design parameters and properly incorporate this design into the overall bxlidin©design. Racing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing Mi Tek' Is always required for stability and to prevent collapse with posslbie personal Inlay and property damage. for general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,058.99 and SCSI Bu8Ang Component 6904 Parke East Blvd. L Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Aiexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9138184 10527DF T13 i Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:38 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-6f W gOrGKucTIeRxDti2mzgZ4nOyH2_fZRohohytVeV 8-0-0 15-9-0 18-9-0 I 22-5-8____-__ 27-11-7 i 33-5-8 ' 8-0-0 7-9-0 3-0-0 3-8-8 5-5-15 5-6-1 Scale=1:57.6 6x6 1r, 6x8 4 24 25 26 5 7x106x6�' 2 \ 2 7 7.00112 * 22 23 62x4// _; 21 °q 0 28 1 \ 7 1 7 5° risi 13 Psi as i Ill* ..1 13 12 11 10 929 30 ff Ili c, 4x6 11 2x4 II 3x6 4x5= 4x10= 3x6 4x5= 3x8 II 8-0-0 15-9-0 18-9-0 22-5-8 26-2-12 33-2-4 3X-8 I 8-0-0 I 7-9-0 I 3-0-0 3-8-8 3-9-4 6.11.8 03'4 Plate Onsets(X,Y)-- [1:0-2-8,0-0-7),[2:0-6-0,Edge1,(7:0-3-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.12 8-19 >705 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.21 13-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:179 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-5-8 WEDGE Fasten(2X) T and I braces to narrow edge of web with 10d Left:2x4 SP No.2,Right:2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 8=1485/0.5.8,1=1017/0-5-8,7=174/0-3-8 Max Horz 1=-183(LC 10) Max Uplift 8=-394(LC 12),1=-288(LC 12),7=-226(LC 12) Max Gray 8=1485(LC 1),1=1017(LC 1),7=241(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1483/552,2-3=-1258/625,3-4=-915/525,4-5=-782/485,5-6=-85/375, 6-7=-146/311 BOT CHORD 1-13=-361/1187,11-13=-359/1193,10-11=-436/1256,8-10=-135/399 ' WEBS 2-13=0/333,3-10=-981/437,4-10=-157/304,5-10=-153/787,5-8=-1204/153, 6-8=-413/284 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25f1;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to • 11-0-0,Interior(1)15-9-0 to 22-5-8,Exterior(2)22-5-8 to 25-5-8 zone;cantilever right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 8=394,1=288,7=226. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. r f WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la ' Design valid for use only with MlleB2 connectors.This design is based only upon parameters shown,and Is for en individual building component.not a truss system.Before use,the building ng designer must verify the appllcabllty of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of indlvklud 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 ouidc nce regarding the fabrication,storage,delivery,erection and bracing of trusses and teas systems.seeANSt/tPl1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available horn Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply T9138185 10527DF 114 Roof Special 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:39 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-ar4C DBHyf wb8FbW PQQa?V 1673BkxORCoo5XE K7ytveU 6-0-0 13.9.0 16.9.0 24.5.81 28.11-7__ I 33-5-8 _ 6-0-0 i 7-9-0 3-0-0 7-8.8 4-5.15 4-6-1 Scale=1:57.7 6x6 1\ 6x8-1'2- 4 4 23 2425 5 7x10 s6x6= ,� �; 7.00 12 2 26 2x4// , 2 21 22 6 2 ur diA 20 27 1 \i 7 a) 1 a a it 1-4 =- Ia 1 ..1 13 12 11 10 9 28 29 8 3x8 II 2x4 II 3x6= 4x5= 4x10= 3x6 4x5= 3x8 II 6-0-0 13-9-0 16-9-0 24-5-8 2.6.2-12 33-2-4 33r 8 6-0-0 I 7-9.0 3-0-0 7-8-8 1-9-4 6.11.8 0- Plate Offsets(X,Y)-- [1:0-3-8,Edge],[2:0-6.00Edge),[7:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.12 8-19 >741 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.36 8-10 >871 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/T•P12007 Matrix-MS Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 8=1751/0-5-8,1=960/0-5-8,7=-35/0-3-8 Max Horz 1=150(LC 11) Max Uplift 8=-479(LC 12),1=-270(LC 12),7=-234(LC 10) Max Gray 8=1751(LC 1),1=960(LC 1),7=92(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1457/541,2-3=-1516/686,3-4=-1075/533,4-5=-896/500,5-6=0/696,6-7=0/545 BOT CHORD 1-13=-378/1183,11-13=-376/1188,10-11=-546/1519,7-8=-405/0 WEBS 2-13=0/279,2-11=-186/368,3-10=-990/437,4-10=-63/287,5-10=-294/1183, 6-8=-347/254,5-8=-1418/362 • NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psi;BCDL=5.0psf;h=25ft;B=45ft;L=2411;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0,Interior(1)13-9-0 to 24-5-8,Exterior(2)24-5-8 to 27-5-8 zone;cantilever right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=479,1=270,7=234. o A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MN-7473 rev.1692/1015 BEFORE USE. Design valid for use only with Mltele connectors.Itis design is based only upon parameters shown-and Is for cn individual building component.not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent 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 le personal Injury and property damage. For general guidance regarding the e East Blvd.fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSl/TPI l Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parke 33610 Safety Alexandria. Information avalabte from truss Plate Institute.218 N.Lee Street.Suite 312. VA 22314. Tampa. Job 'Truss ;Truss Type Oty Ply 19138186 10527DF T15 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:40 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgb06yy6Fp-22eaQXIaQEj?tk5b_75E2FfHbb481u1x01 HosZytveT 12-2-8 4-0-0 10-2-8 11-9-0 14-9-0 20-7-4 26-5-8 28-11-8 33.5_8 ~ r 4-0-0 6-2-8 I 1.6.805.8 2-6-8 5.1 D-4 5.10-4 - 2-6-0 I 4-6-0 Scale=1:58.7 7x10 2x4 II 7x10 2x411 6 29 7 30 31 8 7.00 12 5x12 2x4 11:1= 04." 2x4// 33 3 9 32 27 �`—� '036I 7: 26 �� e T i d 1 17 161 �u 10 IA .- .1 rl .. $ 7x10= «, '} J�l� cc�9 6x12= = 19 18 15 14 13 12 11 3x8 II 4x5= 2x4 I I 2x4 II 4x5= 3x6 5x6= 5x8 II 4x10= I 4-0-0 I 10-2-8 I 12-2-8 I 14.9 0 20-7-4 I 26.2.12 26r5.8 33-2-4 334-8 4-0-0 6-2-8 2-0-0 2-6-8— 5-10-4 5-7-8 0-2-12 6-8-12 0-3-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[6:0-6.0Edgej,113:0-6-0,Edge],[10:0-3.8,Edge],111:0-3-0 0-2-12].[16:0-3-8,0-3-0],[17:0-3-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.22 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.52 16-17 >603 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(TL) 0.14 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:191 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1'Except' BOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing. 3.18,5-15:2x4 SP No.2 WEBS 1 Row at midpt 6-13 WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 11=2951/0-5-8,1=708/0-5-6,10-983/0-3-8 Max Horz 1=116(LC 11) Max Uplift 11=-846(LC 12),1=-192(LC 12),10=-1128(LC 21) Max Gray 11=2951(LC 1),1=708(LC 1),10=133(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1058/388,2-3=-2546/989,3-4-2644/994,4-5=-19691759,5-6=-1916/797, 6-7=-71/506,7-8=-71/506,8-9-571/2269,9-10=-527/2192 BOT CHORD 1-19=-264/863,3-17=-321/240,16-17=-786/2319,13-14=-95/424,11-13=-2049/679, 10-11=-1813/463 WEBS 17-19=-219/699,2-17=-633/1719,4-17=-228/397,4-16=-1222/448,14-16=-77/400, 6-16=-702/1920,6-13-1142/366,7-13=-409/246,8-13=-598/1952,8-11=-2478/743, 9-11=-387/277 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsi;h=25ft;B=4511;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 7-0-0,Interior(1)11-9-0 to 26-5-8,Exterior(2)26-5-8 to 29-5-8 zone;cantilever right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 11=846,1=192,10=1128. 7)This truss has large uplift reaction(s)from gravity load case(s)at Joint 10.Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 0 WARNING-Yenfy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10403/2015 BEFORE USE. • Design valid for use only with Mllele&connectors.This design B based only upon parameters shown,and Is for an Individual Puking component not a truss system.Before use,the bulling designer must verily the applk:ablity of design parameters and property Incorporate tNs design Into the overall balking design. Bracing indicated Is to prevent heckling of Individual truss web and/or chord members only. Additional temporary and permanent Lrac:ing MiTek' Is always required for stability and to prevent collapse with possible personal Inksy and property damage. For general guidance regardng the tadk:ation.storage,delivery,erection and bracing of trusses and thus systems.SeeANSI/IP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke Easi Blvd. Safety Information avdldlle from Truss Plate Institute,218 N.Lee Street.Suite 312-Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9138187 10527DF T16 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:41 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-W ECzetJ DBXrsVugoYrcTbSB W E?McUQa5FPOLOOyNeS 2-0-0 . 5.10.8 9-9-0 12-9-0 17-11-13 23-2-11 26-2-12 28-5-8 33-5-8 I 2-0-0 3-10-8 I 3-10-8 3-0-0 5-2-13 I - 5-2-13 3-0-1 2-2-12 5-0-0 Scale=1:57.7 6x6 11 2x4 II 6x6 1/ 7.00 12 4x5= 4x5= 7x10 NAILED 5 — 6 26 7 8 NAILED 2x4 I NAILED 6x8 2 24 3 25 4:00/111 � ap \ \-/Ssisstlisi.... 110.010.11W - 10 111 un a r 1.O l� d, 17 27 28 16 29 15 14 13 12 11 3x8 I l 2x4 II NAILED 4x10=NAILED 3x8 MT2ONS= 415 = 4x10= 6x6 NAILED 4x10= 3x6= 2-0-0 5-10-8 9-9-0 12.9.020-7-4 26-2-12 28-5-8 33-2-4 33r5.8 2.0.0 l 3-10-8 l 3-10-8 3-0-0 i 7-10-4 5-7.8 I 2-2-12 4-8-12 04.4 Plate Offsets(X,Y):- [1:0-3-8 Edge]j2:0-6-0,Edge],[10:Edge,0-2.12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lee) 'Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.17 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.40 14-16 >786 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.53 Horz(TL) 0.05 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-3.7 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 10=-507/0-3-8,1=864/0.5-8,11=2361/0-5-8 Max Horz 1=83(LC 24) Max Uplift 10=-663(LC 17),1—289(LC 8),11=-719(LC 8) Max Gray 10=52(LC 5),1=864(LC 1),11=2361(LC 1) • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1283/448,2-3=-2471/844,3-4=-2471/844,4-5=-1525/492,5-6.1317/463, 7-8=-343/1768,8.9.343/1768,9-10=-258/1405 BOT CHORD 1-17=-345/1057,16-17=-343/1056,14-16=-936/2893,13-14=-232/660,11-13=-716/172, 10-11=-1160/265 WEBS 2-16=-486/1518,3-16=-260/196,4-16.532/401,4-14=-1772/663,5-14=-121/510, 6-14=-178/793,6-13=-994/352,7-13=-229/1136,7-11=-1549/430,9-11=-1141/352 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;porch right exposed;Lumber DOL=1.60 plate grip • DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 10=663,1=289,11=719. 8)"NAILED'indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 119 lb up at 2-0-0 on top chord,and 10 lb down at 1-9-14,and 16 lb down and 16 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard l , � N A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MA411•7473ITEK REFERANCE PAGE .7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek0 connectors.this design is based only upon parameters shown.and Is for an individual bolding component,not ' a truss system.Before use,the Wilding designer must verity the appIIcablIly of design parameters and properly incorporate this design into 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• Ls always required for stability and to prevent colqpee with th possible personal injury and property damage. For general guidance repairing the k#ricatk,n.storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPI]Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avalable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss j Truss Type Qty Ply T9138187i 10527DF T16 Roof Special Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:41 2016 Page 2 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-W ECzetJ DBXrsVugoYrcTbSBW E?McUQa5FPOLOOyIveS LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,4-5=-60,5-9=-60,9-10=-60,18-21=-20 Concentrated Loads(Ib) vert:16=-9(B)27=-14(B)28=-9(B)29=-9(B) • a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE#19.7473 rev.1O103r1019 BEFORE USE Design valid for use only with/Meld/connectors.This design is based only urxxn rrramotors shown,and is for an individual building component,not a truss system.Before use,the baking 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.Addtton l temporary and permanent bracing MiTek' is always required for stablIty and to prevent collapse with possible personal injury and property damage. For general guidance regrading the kt ricatlon.storage.delivery,erection and bracing of trusses and taus systems,seeANSI/TPI I QualIty Criteria.DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T9138188 10527DF T17 Jack-Open Girder 3 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:42 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-_OmlrDJryrzj62F_6Y7i7gkoHPjmD?IE U3muxSytveR 2-0-06-0.0 2-0-0 I 4-0-0 Scale=1:13.8 4x5= NAILED 3x5 II 2 10 3 7.00,E r t 1 it 12 5 6 2x4 I I NAILED 3x5 II 2x4 II 4 2-0-0 6-0-0 I 2-0-0 1 4.0-0 I Plate Offsets(X,Y)--_ f1:0-2-4,0.0.31[3:0-2-12,0_-0-881._ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl lJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.11 5-6 >603 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ! BC 0.59 Vert(TL) -0.22 5-6 >311 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) 0.15 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:23 lb FT=20% LUMBER- BRACING- • • TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE • Left:2x4 SP No.2 REACTIONS. (lb/size) 1=240/0-5-8,5=134/Mechanical,3=111/Mechanical Max Horz 1=49(LC 8) Max Uplift 1=-72(LC 8),5=-27(LC 5),3=-81(LC 4) Max Gray 1=240(LC 1),5=149(LC 3),3=111(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,3. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500ln. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)97 lb down and 119 lb up at 2-0-0 on top chord,and 10 lb down at 1-9-14,and 16 lb down and 16 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)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:1-2=-60,2-3=-60,4-7=-20 Concentrated Loads(Ib) Vert:11=-14(B)12=-9(B) a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE 111.7473 rev.101030015 BEFORE USE. MI Design valid lot use only with Milokas connectors.ibis design Is based only upon parameters shown,and Is for at individual building component.not a truss system.Before use,this txakAng designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Irxfkxatod 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 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 Budding Component 6904 Parke East Blvd. Safely Information avdlable horn truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job I Truss Truss Type 1 Ory Ply 19138189 10527DF T18 Roof Special Girder 1 1 Job Referenceloptional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:42 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp- QmLrDJryrzj62F_6Y7i7gko5Pi ED?IE U3muxSytveR 2-0-0 4-0-0 6-0-0 2-0-0 2-0-0 2.0.0 Scale=1:18.4 4 iT A Io 4x5= 4x5= NAILED 7.00 12 2 N N 1 1119/ ■ 1 . i ■ ■ 11 7 6 NAILED 5 ,/ 2x4 11 2x4 11 3x6 11 2-0-0 4-0-0 6-0-0 2-0-0 _ 2-0-0 2-0-0 Plate Offsets(X,Y)-- 11:0-2-12,0-0-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.17 6-7 >421 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.31 6-7 >229 180 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 4=58/Mechanical,5=183/Mechanical,1=247/0-5-8 Max Horz 1=94(LC 8) Max Uplift 4=-43(LC 8),5=-51(LC 8),1=-54(LC 8) Max Gray 4=63(LC 13),5=183(LC 1),1=247(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 • 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,1. 8)*NAILED'indicates 3-10d(0.1485(3")or 3-12d(0.148'5(3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated toad(s)97 lb down and 119 lb up at 2-0-0 on top chord,and 10 lb down at 1-9-14,and 16 lb down and 16 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(p1f) Vert:1-2=-60,2-3=-60,3.4=-60,5-8=-20 Concentrated Loads(Ib) Vert:6=1(F)11=-14(F) � 1 MIME A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.1003r201S BEFORE USE. Design valid for use only with MIIeki)connectors.This design is based only upon parameters shown,and Is for an individual Luiding component.not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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 lxrrsorxul injury and property damage. I or general guidance regarding the fabrication.storage,delivery-erection and bracing of trusses and Buss systems.sooANSI/1PI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss(plate institute.218 N.Lee Street.Suite 312,Adexandrla.VA 22314. Tempa.FL 33610 Job Truss Truss Type Qty Ply i T9138190' 10527DF T19 Hip Girder 1 1 !Job Reference_(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:44 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-wpt5GvL5USDRMMONDz9AC5p1 sCThhoaXxNF??LytveP 3-0-0 9-6-13 16-1-11 22-8-8 25-8-8 i I f — — I —I— I 3-0-0 6-6-13 6-6-13 6-6-13 3-0-0 Scale=1:43.4 7x10= NAILED NAILED 7.00 12 NAILED NAILED NAILED 4x5= NAILED NAILED 3x6 4x5= NAILED NAILED NAILED 7x10 2 21 22 23 3 24 25 26 27 28 4 29 5 30 31 32 6 NAILED NAILED IIII gf1 /. .nfI n fig rill 1°I n 0fl lift P�fl ��33 Alliiih _ ro 1 7 w orthi a) _ $ Al Ill)�Slfat-11t� til'E71�1f�1i1�Y� l �Fllt��il il� li 34 itIli time :i 13 35 36 12 37 11 38 39 10 40 41 42 9 43 44 8 45 3x8 I I NAILED 2x4 I NAILED 4x5= 3x6= NAILED 4x5= NAILED 4x5= NAILED 2x4 II 3x8 I I NAILED NAILED NAILED NAILED NAILED NAILED NAILED 01314 3-0-0 I 7-2-12 i 12-10-4 18-5-12 I 22-8-8 I 25-8-8 0.3.4 2.8.12 4-2-12 5-7-8 ___...5-7-8 __ 4-2-12 3-0-0 Plate Offsets(X,Yj-_ [1:0-3-8,Edge],[2:0-6-0,Edge),[6:0.6-0,Edgel,[7:0-3-8,Edgel —.—_— LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.07 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.15 9-10 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.45 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 12=1753/0-5-8,1=39/0-3-8,7=803/0-5-8 Max Horz 1=-50(LC 6) Max Uplift 12=-847(LC 4),1=-188(LC 25),7=324(LC 8) Max Gray 12=1753(LC 1),1=43(LC 17),7=803(LC 1) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/293,2-3.501/1168,3-5=-925/385,5-6=-1467/629,6-7=-1183/496 BOT CHORD 1-13=-250/0,12-13=-250/0,9-10=-712/1549,8-9=-409/993,7-8=-410/988 WEBS 2-12=-1201/676,3-12=-1586/758,3-10=-390/1070,5-10=-741/434,6-9=-210/554 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult_130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=847,1=188,7=324. 7)"NAILED'indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-6=-60,6-7=-60,14-17.20 Concentrated Loads(Ib) Vert:21=-16(F)22=-16(F)23=-16(F)24=-16(F)25=-16(F)28=-16(F)29=-16(F)30=-16(F)31=-16(F)32=-16(F)34=-83(F) 35=-22(F)36=-22(F)37=-22(F)38=-22(F)39=-22(F)40=-22(F)41=-22(F)42=-22(F)43=-22(F)44=-22(F)45=-80(F) i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/023/2015 BEFORE USE. mi. Design valid for use only with MllolsE connectors.this design 8 based only upon parameters shown-and Is tot an individual tAriding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorp xate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary anal permanent bracing MiTek" 8 always required for stability and to prevent collapse with possible personal injury and property dama<to. For general gukkrrco regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,s eANSI/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 2'2314. Tampa.FL 33610 Job Truss Truss Type Oty Ply • T9138191 10527DF T21 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:45 2016 Page 1 • ID:ZvE HhD3nwKhu0l8PUOgbD6yy6Fp-O?RTUE MjFmL I_W zZnhgPll MLactkQMcgA1_YXnytveO 2-0-0 3-0-0 • • 2-0-0 1-0-0 H Scale=1:11.8 2 3 4x57.0012 of 0 � n " - 11 .1'1 9 4 NAILED 2x4 II NAILED 3x5 I 0-3-4 I 1-4-5 } 2-0-0 I 3-0-0 0.3.4 1-1-1 0-7-11 1-0-0 Plate Offsets(X,Y)-- (1:0-2-8,0-0-3) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.01 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Ver(TL) -0.01 5-8 >999 180 BCLL 0.0 * Rep Stress Inca NO WB 0.02 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 3=28/Mechanical,4=103/Mechanical,1=123/0-3-8 Max Horz 1=49(LC 8) Max Uplift 3=-20(LC 4),4=99(LC 9),1=-68(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever lett exposed;porch lett exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MITek's ST-TOENAIL Detail. • 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)87 lb down and 125 lb up at 2-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:2=-2(B)5=-12(B)9=-5(B) V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MQ-7473 rev.10/0317015 BEFORE USE -- Design valid for use only with tvtiiele9 connectors.INs design Is based only upon parameters shown,and is for an tndtNckaai building canrxxnent,not a truss system.Below use,the buNdIng designer must verity the applicability of design parameters and properly i ncorp:aorato this design Into the overall building design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Inlay and property damage. For general guidance regarding the 6904 Parke E fabrication,storage,delivery,erection and bracing of Busses and truss systems,seeANSI/TPI1 Quality Criteria,DS849 and SCSI Building BNd. ding Component 6a East 0 Safety ety Information available from Truss Plate institute-218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa. Job Truss 'Truss Type Qty Ply 1 T9138192 10527DF 722 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:45 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-O?RTUE MjFmLI_W zZnhgPI IMK?csRQMsgAt_YXnytveO I 4-0-0 4-0-0 Scale=1:17.7 2 7.00:TZ 7 N d `, 11 1 PrAl 8 3 01164. NAILED 3x5 'I 4-0-0 4-0-0 I Plate Offset51X,Y1- LOADING(psi) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d l PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 2=103/Mechanical,3=55/Mechanical,1=159/0-5-8 Max Horz 1=94(LC 12) Max Uplift 2=-73(LC 12),3=-3(LC 12),1=-6(LC 12) Max Gray 2=112(LC 33),3=75(LC 3),1=159(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25f1;B=45ft;L=24it;eave=41t;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. 6)'NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148'x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:8=-3(B) A WARNING-Verify design paramators and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. Design vain for use only with Mltele connectors.Ids design Is based only upon parameters shown,and is for an Individual building component,not . a taus system.Before use,the building designer must verity 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. Addtlonal temporary and permanent bracing MITek• is always required for stability and to prevent colkpse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/TPI I Quality Criteria,DSB-89 and BCSI Binding Component 6904 Parke East Blvd. Safety Information avdiable from Truss Pilate Institute,218 N.tee Street.Suite 312.Alexaudda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9138193 10527DF 123 Jack-Open Girder 1 1 Job Reference(optional) • Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:46 2016 Page 1 I D:ZvEHhD3nwKhuOl8PUOgbD6yy6Fp-tC?rhaNLO4T9bfYILOCel W vW KOD29pvgPhk64DytveN 2-0-0 3-0-0 2-0-0 1-0-0 • Scale=1:11.8 2 3 4x5 7.00 12 OD rn or 9♦ 5 4 2x4 I I 3x5 11 1-4-5 2-0-0--I 3-0-0 i 1-4-5 0-7-11 1-0-0 Plate Offsets(X,Y)-_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 5-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.01 Horz(TL) 0.01 3 n/a IVa BCDL 10.0 Code FBC2014/TPI2007 Matrix MS I Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 3=28/Mechanical,4=99/Mechanical,1=123/0-5-8 Max Horz 1=49(LC 8) Max Uplift 3=-20(LC 4),4=-48(LC 9),1=-24(LC 8) Max Gray 3=28(LC 1),4=102(LC 29),1=123(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Ops1;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)94 lb down and 118 lb up at 2-0-0 on top chord,and 12 lb down at 1-9-14,and 17 lb down and 16 lb up at 2-0-12 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(pit) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:2=-0(F)9=-15(F) WARNING-Varity design poametara and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032016 BEFORE USE mil• Design valid for use only with Milek4S connectors.tNs design Is based only upon parameters shown,and is for an indMdud building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of indlvtduci 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 hits,/and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see-ANSI/Mil l Quality Criteria.05849 and SCSI Building Component 6904 Parke East Bid. Safety information ave fable from Truss Mate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 'Job Truss Truss Type Oty Ply T9138194 10527DF T24 Hip Girder 1 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:47 2016 Page 1 I D:ZvE HhD3nwKhuOl8PUOgbD6yy6Fp-LOZEuwNznNbODp7xu5jugj RV8QNTuAMzd KTfcfytveM I 6-0-0 j 11-8-0 I _ 17-4-0 i 21.4.0 I 23-3-15 2.0 6-0-0 5-8-0 5-8-0 4-0-0 1-11-15 0• -1 Scale=1:40.1 NAILED NAILED NAILED 7x10 NAILED NAILED 2x4 I NAILED NAILED 7x10 2 16 17 18 3 19 20 21 4 7.00 12 v+" I III nn �v NAILED r NAILED 15 22 I n r I : 4M120HS= x1II iiii NAIED a -Ncijw ii 6 1� �1 - nu nn r1 ' nn nn n1 11n an nn 0t 1� �.4 23 24 10 25 26 9 27 28 8 29 30 7 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2x4 II 7x10- 2x4 :I 6x6= 5x6 NAILED NAILED NAILED 6-0-0 11-8-0 _ 17.4-0 23-4-0 I 6-0-0 I — 5.8 0 f 5-8-0 I 6-0-0 Plate Offsets(X,Y)-- [1:Edge,0-2-12],[2:0.6.0,Edge],[4:0.6-0,Edge1,17:0-3-0,0-2-12] LOADING(psi) , SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid f PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.17 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.39 7-8 >709 180 MT2OHS 187/143 BCLL 0.0 Rep Stress Ind NO WB 0.38 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:112 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins. 5-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 1=1797/0-5-8,7=1809/0-5-8 Max Horz 1=-84(LC 23) Max Uplift 1=-718(LC 8),7=-729(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2721/1106,2.3=-2990/1313,3-4=-2990/1313,4-5=-2646/1080 BOT CHORD 1-10=-906/2249,9-10=-907/2262,8-9=-881/2210,7-8=-879/2194 WEBS 2-10=-30/466,2-9=-403/921,3-9=-777/507,4-9=-427/983,4-8=-33/550, 5-7=-2826/1133 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;8=45f1;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=718,7=729. 8)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25*)toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert 1-2=-60,2-4=-60,4-5=-60,7-11=-20,5-6=-60 Concentrated Loads(Ib) Vert:2=-97(F)4=-97(F)5=-51(F)10=-60(F)9=-60(F)3=-97(F)8=-60(F)14=-51(F)16=-97(F)17=-97(F)20=-97(F)21=-97(F) 23=-114(F)24=-159(F)25=-60(F)26=-60(F)27=-60(F)28=-60(F)29=-159(F)30=-114(F) 0 WARNING-V.NNy design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Nort Design valid for use only with Mileke connectors.This design Is based only upon parameters shown,and Is for an k dMdIt Kit building component not a truss system.Before use,the bilking designer must verity the applicability of design parameters and property hcoip orate this design Into the overall building design. Bracing indicated Is to prevent truckling of Individual truss web and/or chord members only.Additional tem p xray 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 fatxbatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Teas Plate Istitute,218 N.lee Street,Suite 312,Nexandrb.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty 'Ply T9138195 10527DF iT25 Roof Special 1 1 I Job Reference o bona/ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:48 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-pa7c6GOcXhjtrzi8SpE 7Nx_k_poFdcm7s_DD86ytveL F . 8.0.0 I 11-8-0 15-4-0 19-4-0 _ 23-4-0 8-0-0 3-8-0 3-8-0 4-0-0 4-0-0 Scale=1:40.9 6x6 \rt 4x5= 6x6/r 2 16 3 1718 4 7.00 12 i n 15 19 6x6= 2x4 11 5 6 .. • co 14 � '� 0 � � II r400 T N1 N 1d E 141 • 0 - 10 9 8 7 4x6 I 455= 3x6 4x10= 4x5= 1 8-0-0 15-4-0 19-4-0 23-4-0 ' 8-0-0 . 7-4-0 I 4-0-0 4-0-0 —_I --- -- ------------ Plate Offsel(X Y)-- 11;0.2-8,0-0-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.12 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.26 7-8 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.50 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 7=928/0-5-8,1=928/0-5-8 Max Horz 1=-101(LC 10) Max Uplift 7=-250(LC 12),1=-237(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1305/428,2-3.-1030/443,3-4=-997/407,4-5=-1202/417 BOT CHORD 1-10=-348/1023,8-10=-365/1081,7-8=-407/1100 WEBS 2-10=-1/325,4-8=-60/363,5-7=-1296/494 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45fh L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 18-4-0,Interior(1)18-4-010 19-4-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7.250,1=237. , 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE pern• Design valid for use only with Mitek¢connectors.This design is bused only upon parameters shown.and Is for an Individual building component,not a truss system.Before roe,the balding designer must verify the applicability of design parameters and properly incorporate His design Into the overall braiding design. Brachg Indicated Is to prevent budding of Individual truss web and/or chord members only. Addltkrntl temporary and permanent tracing MiTek is always requited for stability and to prevent collapse with possible persorwl tray and properly damage. for general guidance regarding the fabricatkrn,storage.delivery,erection and bracing of trusses and truss systems,sec/ANSI/7PN 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 T9138196 10527DF T26 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:49 2016 Page 1 ID:ZvE HhD3nwKhu0I8PUOgbD6yy6Fp-Hnh_JcPEI?rkS7H KO W IMv8Xyi D59M5HG5eymgYytveK 5.0.1I 10.0.0 13.4.0 i 17-4-0 l 23-4-0 I 5-0-1 4-11-15 3-4-0 4-0-0 6-0-0 6x6 11 Scale=1:44.4 7x10 3 1617 18 419 fril- 7.00!12 � 5 15 20 6x6— 3x4 II 2x4 Q — — 6 2 '+ i ' ` 21 E 14 �� e 1 • 10 9 8 / 6x6= 3x6 MT2OHS 4x5= 4x5= 4x10 10-0-0 13-4-0 17.4-0 __ 23-4-0 10-0-0 I 3-4-0 I 4-0-0 6-0-0 _ Plate OffsetsYX - --- ------ (-�)- [1:Ed�e,0-2-121,(`4_0-6-0,Edgel LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (hoc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Verl(LL) -0.25 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.64 7-8 >437 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. WEDGE WEBS T-Brace: 2x4 SP No.3-5-7 Left: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) 7=928/0-5-8,1=928/0-5-8 Max Horz 1=144(LC 12) Max Uplift 7=-256(LC 12),1=-231(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1382/473,2-3=-1100/393,3-4=-899/391,4-5=-1081/390 BOT CHORD 1-10=-483/1149,8-10=-277/883,7.8=-399/1049 WEBS 2-10=-409/219,3-10=-43/325,4-8=-38/352,5-7=-1204/472 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opst BCDL=5.0pst h=25ft;B=4511;L=2411;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to 16-4-0,Interior(1)16-4-0 to 17-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 7=256,1=231. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. , mit a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10W3/2015 BEFORE USE. Design valid for use only with Milek®connectors.Ills design Is based only upon parameters shown,and is for as InciMdual building component,not a bras system.Before use,the building designer must verify the applicability of design parameters asd properly incorporate this design into the overall baking design. Bracing indicated is to prevent truckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek is always required for stability and to prevent collapse wills possible personal inlay and properly damage. for general eral guidcrrce regarding the tdtrk:atlon.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,058.89 and SCSI Building Component 6904 Parke East BNd. Safety Inlormalton available from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss :Truss Type Qty Ply 1 10527DF T27 i Roof Special Girder 1 n T9138197 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:50 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-IzFMXyQs3Izb4HsWaEGbSM30EdMF5S?QJIiJD_ytveJ , --__10-9-0-- 12-7-0 16-7-0 23-4-0 10-9-0 1-10-0 4-0-0 6-9-0 6x8= Scale=1:49.8 6x6 /f 4 5 7.00 FT 4x5, 5 x8 = 3 6 = 7 Nd i • 1 4X5%'2 to 1 hi =nn 7 nn um I' nr{ nn I FM nn nn 14 18 1913 20 21 12 11 10 22 23 24 9 25 26 27 5x8= 2x4 I THD267x6= THD26 4x6.-- THD26 7x10= THD26 5x6— THD26 TH026 4x5-,- 7x10= THD26 THD26 THD26 THD26 10.9.0 12-7-0 16-7-0 23-4-0 • I 10-9-0 1-10-0 } 4-0-0 6-9-0 I Plate Offsets-(X y)-- [1:0-0-0,0-1.0],[3:0-2-4,0-2-0],[4:0-3-0,0-2-0],[7:0-2-12,0-2-8],18:0-3-0,0-0-121,[90-3-8 0-4.81,110:0-5.0,0-4-81 3:0-3.0,0-4-8] LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (hoc) I/deil Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.16 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.35 8-9 >787 180 I BCLL 0.0 ' Rep Stress Incr NO WB 0.71 I Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:355 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, BOT CHORD 2x6 SP SS*Except' except end verticals. 8-11:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2'Except' 7-8:2x6 SP No.2,7-9:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=6147/0-5-8,8=6918/0-5-8 Max Horz 1=162(LC 25) Max Uplift 1=-2113(LC 8),8=-2161(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-10538/3651,2-3=-9420/3211,3-4=-7180/2447,4-5=-6251/2157,5-6=-7203/2423, 6-7=-8044/2564,7-8=5349/1744 BOT CHORD 1-14=-3238/8983,13-14=-3238/8983,12-13=-2811/8129,10-12=-2069/6204, 9-10=-2592/8111 WEBS 4-12=-1209/3327,4-10=-37/278,5-10=-1109/3377,6-10=-2766/789,6.9=-1923/809, 7-9=-2977/9334,2-14.490/1114,3-13=-1144/3198,2-13=-1035/509,3-12=-3101/1190 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,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opst BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=2113,8=2161. 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-12 from the left end to 22-0-12 to connect truss(es)to back face of bottom chord. . .. CQ11tIUel WARNING page-vow s �� design parameters and READ NOTES ON THIS AND INCLUDED PATTEN REFERANCE PAGE MIF 7473 rev.10/032015 BEFORE USE. mit UUDesign 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.Beide 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 tress web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required 1d stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fdricatkxl,storage,delivery,erection and bradng of trusses and truss systems.seeANSl/iP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Skid. Safety information available from lru,ss Hale Institute.218 N.Lee Street,Suite 312,Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9138197 105270F 127 Roof Special Girder 1 2 Job Referencjo>p)onal)______ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:50 2016 Page 2 I D:ZvE HhD3nwKhu0l8PUOgbD6yy6Fp-IzFMXyQs3Izb4Hs W aEGbSM30EdM F5S?QJIiJD_ytveJ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Ven:1-4=-60,4-5=-60,5-6=-60,6-7=-60,8-15=-20 Concentrated Loads(Ib) Vert:18=-1925(B)19=-1033(B)20=-1033(B)21=-1033(B)22=-1033(B)23=-1033(B)24=-1033(B)25=-1033(B)26=-1033(B)27=-1033(5) • � I � a WARNING-V.rfy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.104/3/2015 BEFORE USE. Design valid for use only with Mnelt&rl connectors.this design Is based only upon rxxameters shown,and Is for an individual building component,not a truss system.Before use,the balling designer must verily the applicability of design parameters and properly tx:orporoto thio design Into the overall balding design. Bracing Indicated Is to prevent heckling of Individual truss wet>and/orAdditional chord members oNy.Additiol 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 tr sses and truss systems seeANSI/IPII Quality Criteria,059-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Nexadrla.VA 22314. Tampa,FL 33610 Job I Truss I Truss Type Qty Ply T9138198 10527DF T28 I Roof Special 1 1 J Job Reference(optional) _ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:51 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-D9okkIQUgc5RiRRj7xnq?ZcL91noq JZYyRtlAytveI i 1.5.8 1 6-1-4 10.9.0 15-4-12 {_ 20-0-88 1 21-8-0 I 1-5-8 4-7-12 4-7-12 4-7-12 4-7-12 1-7-8 5x6= Scale=1:45.2 4 7.00 FIT 1.114411116115 4x5 i 4x5 3 5 -1-"' FMNINEMONIMMNiMilAii, 6x6= 10 4x5= 4x5 8x12= 6x6= 1 G 6 CI Ci1 1 ali 11 5x8 4.00 12 x9 is* 4 12 58 8 2x4 II 2x4 II 1-5-8 10-9-0 20-0-8 21-8-0 t 1-5-8 93.8 I 9-3-8 1-7-8 ' _Plate Offsets(X Y)-- [3:0-1-4,0-2-91,L5:0-1-4,0-2-0],[7:0-2-4,0-2-0],[9:0.4-0,0-2-12],[10:0-6-0,0-3-111,111:0-4-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.20 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.56 9-10 >458 180 BCLL 0.0 ' 1 Rep Stress Ina YES WB 0.39 Horz(TL) 0.23 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS _ Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. 8-13:2x6 SP No.2 REACTIONS. (lb/size) 12=852/Mechanical,8=852/0-4-8 Max Horz 12=-153(LC 10) Max Uplift 12=-224(LC 12),8=-224(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-955/172,1-2=-1143/215,2-3=-1552/367,3-4=-1763/471,4-5=-1764/481, 5-6=-1624/397,6-7=-1204/239,7-8=-950/179 BOT CHORD 10-11=-576/1917,9-10=-561/1929 WEBS 1-11=-262/1468,2-11=-941/293,3-11=-635/326,3-10=-460/295,4-10=-319/1439, 5-10=-476/302,5-9=-572/300,6-9=-969/307,7-9=-277/1501 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-5-8,Interior(1)1-5-8 to 10-9-0,Exterior(2)10-9-0 to 13-9-0,Interior(1)20-0-8 to 21-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. i 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joint(s)except(jt=lb) 12=224,8=224. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mn-7473 rev.10031015 BEFORE USE mg Design valid for use only with Mileke)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 Ibis design Into the overall briding design. Bracing Indicated is to prevent bucking W Individual truss web and/or chord members only.Additional temporary aid permanent txa:ing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Qualify Criteria.DSB-89 and ICSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexondrla.VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply 10527DF I T29 Roof Special 1 1 T9138199 ___---____._ Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:52 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp•hMM7yeR6bwE IJbOvhfJ3Xn8MzRAYZPW incBQHtytveH 3-5-8 i _ 10.9.0 �_ 18-0-6_—____-__.__ 1 21-2-8 21-80 3-6-8 7-3-8 -----_---7-3-8 3-2-0 0-5-8 5x6= Scale=1:44.9 3 7.0012 ��1 13 14 4x5= 4x5= 6x8= �\ 6x8= 3x4= 1 g 5 pAi 7x10- —� . p-- 9 7 _� 4x5 4x5 4.00 12 4:4 kid 10 6 3x8= 2x4 I 21.8-0 3.5-8 10.9.0 __ l 18.0.8 I 21-2-8 21-79 3-5-8 I 7-3-8 7-3-8 3-2-0 dal 0-1-0 _Plate Offsets(X,Y)-- [2:0-3-8,0-3-0],[4:0-3-8,0-3-0],[6:0-4-4,0-0-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 i Vert(TL) -0.36 8-9 >708 180 BCLL 0.0 - Rep Stress Ina YES WB 0.45 I Horz(TL) 0.21 6 n/a n/a BCDL 10.0 Code FBC2014/1P12007 Matrix-MS Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-2-5 oc bracing. WEBS 2x4 SP No.2'Except' 6-11:2x6 SP No.2 REACTIONS. (lb/size) 10=846/Mechanical,6=832/0-3-8 Max Horz 10=120(LC 11) Max Uplift 10=-222(LC 12),6=-215(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-827/265,1.2=-1658/482,2-3=-1806/508,3-4=-1806/520,4-5=-1635/488, 5-6=-846/270 BOT CHORD 8-9=-586/1902,7-8=-578/1877 WEBS 1-9=-526/1813,2-9=-1240/475,2-8=-448/197,3-8=-241/1249,4-8=-428/192, 4-7=-1229/481,5-7=-511/1731 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1-12 to 10-9-0,Exterior(2) 10-9-0 to 13-9-0,Interior(1)18-0-810 21-0-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=222,6=215. . is— a WARNING•Vorl/y design pwanrsters and READ NOTES ON THIS AND AVCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2016 BEFORE USE. • Design valid for use oily with Mllekh connectors..Ns design is bused only upon parameters shown,and Is for an Individual building component,not a truss system.Below use.the building designer must verily the applicability of design Ixxorneters and properly Incorperale thts design into the overall balding design. l&csc ng Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for slab91ty and to prevent collapse wilts possible personal injury and property damage. For general guidance regarc$ng the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSl/1P11 Quality Crtterla,DSB-89 and BCSI BuBding Component 6904 Parke East Blvd. Safety Information available from truss PWte institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ,Qty Ply T9138200 10527DF T30 Roof Special 1 1 Job Reference(qptional) Building Component Supply, Jacksonville,F132256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:52 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-hMM7yeR6bwEIJbOvhfJ3Xn8TZRCIZQBincBQHtytveH 5-5-8__—.-- 10.9-0 _--�-_——_--- 16-0-8 _--- 21-2-8__, 2{{1-8110 5-5-8 5.3-8 5-3-8 5-2-0 0-5-8 5x6— Scale=1:44.9 7.00 12 3 1 130/ IIIIIIIIIIIIIIIIII 14 4x5= 4x5= 6x8= 6x8= 3x4= 1 4 5 1 - 12 f I► - 15 8 r' 10x14= m C 9 7 11 c x5 P. _ ds 4x5 4 4.00112 10 6 3x8= 2x4 I 21.8-0 5-5-8 109-0i 16-0-8 I 21-2-8 2}-79 5-5-8 5-3-8 5-3-8 5-2-0 d4 0.1-0 Plate Offsets(X,Y)__ [6:0_4_4 0-0-121,[8:0-7-0,0.3-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.10 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.27 8-9 >924 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.41 Horz(TL) 0.21 6 n/a rVa BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MS Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. 6-11:2x6 SP No.2 REACTIONS. (lb/size) 10=846/Mechanical,6=832/0-3-8 Max Horz 10=-87(LC 10) Max Uplift 10=-222(LC 12),6=-215(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-801/297,1-2=-1728/520,2-3=-1733/532,3-4=-1732/544,4-5=-1712/523, 5-6.808/301 BOT CHORD 8-9=-608/1928,7-8=-597/1911 WEBS 1-9=-546/1820,2-9=-1139/443,2-8=-452/169,3-8=-340/1332,4-8=-437/167, 4.7=-1126/441,5-7=-533/1760 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-9-0,Exterior(2) 10-9-0 to 13-9-0,Interior(1)16-0-8 to 21-0-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=222,6=215. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.100312015 BEFORE USE la Design valid for use only with Mileld)conryrotors.his design Is bused only upon paaneters shown,and Is for as Indivktual building component.not a truss system.Before use,the bulking designer roust verity the applicability of design parameters and property Incorporate this design Into the overall !Aiding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance rer adirscr he fabk:atlnn.storage.delivery,erectors and bracing of trusses and truss systems,seeANSt/TPI I Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty !Ply T9138201 10527DF :T31 Roof Special 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:53 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-9YwV9SkMDM9xkb5FMg14..hXXgXAIrOsOGw_pJytveG I 7-5-8 i 10-9.0 i_____ 14-0-8 1 21.2.8 21-80 7.5.8 3-3-8 3-3-8 7.2.0 6-5-8 5x6= Scale=1:44.9 7.00 FIT 3 /\.111 111 4x5_ 4x5= - = 3x4= 1 4 5 w r.illivrilli r r� � ✓ 7x10= �` 9 7 r1 4x5% 4x5 l� 11 «chhh 0 4.00 JT2 .4 .4 10 6 3x8= 2x4 1 21-8-0 7.58 10.8-014.48 21-2-8 21.7i9 ' 7.5-8 I 3-3-8 i 3-3.8 f 7-2-0 W-8 0.1-0 Plate Offsets(X,Y)-- [6:0-4-4,0.0-121 I LOADING (psi) SPACING- 2-0-0 CSI. l DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 I Vert(LL) 0.11 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.28 9-10 >907 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.20 6 n/a Na BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing. 6-11:2x6 SP No.2 REACTIONS. (lb/size) 10=846/Mechanical,6=832/0-3-8 Max Horz 10=-54(LC 10) Max Uplift 10=-232(LC 8),6=-221(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-786/318,1-2=-1692/529,2-3=-1676/562,3-4=-1674/570,4-5=-1680/530, 5-6=-788/322 BOT CHORD 8-9=-613/1849,7-8=-596/1836 WEBS 1-9=-547/1751,2-9=-1016/436,2-8=-420/141,3-8=-471/1473,4-8=-407/139, 4-7=-1004/430,5-7.534/1704 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0pst BCDL_5.0psf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-9-0,Exterior(2) 10-9-0 to 14-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. for a live load of 20.0 f on the bottom chord in all areas where a rectangle 3-6-0 tall 5)'This truss has been designedps g by 2-0-0 wide will tit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=232,6=221. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rev.10/01/2015 BEFORE USE. i. la. Design valid for use only with MiTokS connectors.Ibis design Is based only upon parameters shown,and is for an individual funding cornpxrnent.not a truss system.Before use-tlx:building designer must verity the appllc:atality of design parameters and properly incorporakr this design into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Addlfkrull temporary and permanent bracing MiTek' is always required for Mobility and to prevent collapse with possible personal injury and property damage. For general Redone regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/lPl l Quality Criteria,0SB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available Born Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. j Tampa,FL 33610 Job Truss Truss Type ;Qty Ply T9138202 10527DF T32 Roof Special 1 1 I JobReference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:54 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-ekUtMJTM7XUOZu9Ip4LXcCEpMEtY1 FQ?EwgXMlytveF 21-8-0 4-10-8 l 9.5.8 10.9_0..112.0-8 1- __ 16-7-8 i 21.2_8 2 -7 4-10-8 4.7.0 1-3-8 1-3-8 4-7-0 4-7-0 -4• 0.1.0 Scale=1:46.6 7.00112 5x6= 3x8= 6x6= 4x5= 2x4 II 6x6= 4 5 6x6= 2x4 II 4x5 1 2 6/,. 6 7 M7 r co d0 N 71010 = 13 6 11 9 0 4x10 4x10 arm 1 • : 4— la 4.00 12 8 12 2x4 II 2x4 II 4-10-8 9-5-8 10-9-0 12.0-8 _ 16-7-8 21-2-8 _ 21-810 4-10-8 1 4-7-0 1 1-3-8 1 1-3-8 1 4-7-0 { 4-7-0 0.5.8 Plate Offsets(X,Y)-- 113:0-2-9,0-0-141 LOADING(psi) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.07 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.19 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.14 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. 13-14:2x6 SP No.2 REACTIONS. (lb/size) 12=837/Mechanical,14=837/0-3-0 Max Horz 12=-21(LC 10) Max Uplift 12=279(LC 8),14.278(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-801/302,1-2=-737/236,2-3=-737/236,3-4=-1597/510,4-5=-1597/512, 5-6=-704/219,6-7=-704/219,7-14=-803/293 BOT CHORD 10-11=-517/1577,9-10=-510/1567 WEBS 4-10=-457/1450,5-9=-1067/356,6-9=-324/233,7-9=-307/985,2-11=-335/241, 1-11=-319/1002,3-11=-1034/342 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=S.Opsf;h=25ft;B=45it;L=24ft eave=411;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1-12 to 10-9-0,Exterior(2) 10.9-0 to 12-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=279,14=278. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 8111-7473 rev.10/03/2015 BEFORE USE. 1 tegt Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is 101 an kxdlNdu al tet lding component,not a truss system.Before use,Bre bonding designer must verify the applicablly of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MIA' 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 systerns.seeANSI/IPiI Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety information avallabie from Truss Plate Institute.218 N.Lee Street,Suite 31'2.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9138203 10527DF T33 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:55 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-6w2FafT?urctA2kUMnsm9Pms3eEvmm39TaP4uCytveE 7-3-3 14-2-13 21-2-8Ii 211-8g) 7-3-3 6-11-11 6.11.11 -5.8 3x4= Scale=1:47.2 4x5- 4x5- 3x6- 4x5— 455- 1 12 2 13 3 14 4 15 5 4 n 8 xbill/A. 64/ 9 7 11 r 0 4x5 4x5 4.00 Fr 6 10 3x8_ 2x4 1 __5-6-4 10-9-0_ 15.11-12 21.2.8 _ 21-8,0 I- 5-6-4 I 5-2-12 I 5-2-12 I 5-2-12 d-5-8 Plate Offsets(X,Y)-- ]6:0-4-4,0-0.12],[8_0-3-0,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.05 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.11 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.09 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5.3.14 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-11:2x6 SP No.2 WEBS 1 Row at midpt 5-6 REACTIONS. (lb/size) 10=846/Mechanical,6=832/0-4-8 Max Uplift 10=-318(LC 8),6=-310(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-802/340,1-2=-630/215,2-4=-1207/386,4-5=-625/215,5-6=-805/339 BOT CHORD 8.9.367/948,7-8=-369/945 WEBS 1-9=-295/874,2-9=-830/403,2-8=-157/464,4-8=-158/470,4-7=-820/399,5-7=-291/858 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsl;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 21-0-12 zone;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 tit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 10=318,6=310. 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7479 rev.10I03/2016 BEFORE USE. 11 Mit Design valid for use only with MitelcV connectors.Ris design is based only upon parameters shown.and is for an kx isAck al building component.not a truss system.Before use,the briding designer must verity the applicability of design parameters and properly incorporate this design Into the overall • briding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek 8 always required for stability and to prevent collapse with possible personal tritely and property damage.. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely information available horn Truss Plato Institute.218 N.Lee Sheet.Suite 312.Mexarsdrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply j 79138204 10527DF - T34 Roof Special 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:55 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-6w2FafT?urctA2kUMnsm9PmxjeF8mkn9TaP4uCylveE I 7-3-3 14-2-13 21-2-8 21-80 7-3-3 6-11-11 6-11-11 -f-5 3x4- Scale=1:51.5 455= 455= 3x6 4x5= 4x5= 1 12 2 13 3 14 4 15 5 E 6 0a 6x6= i r. 1 4x5% 4x5 S 14 I: 4.00112 S' 10 3x8—2x4 II 5.6.4 10-9-0 _15-11-12 21-2-8 _21-Bio F 5-6-4 + 5-2-12 I 5-2-12 I 5-2-12 5-8_-_ Plate Offsets(X,Y)--__[6.0-4-4,0.0-12],[8:0-3-0,0-3-4] I LOADING(post) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.04 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 • BC 0.25 Vert(TL) -0.10 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 6 n/a n/a BCOL 10.0 I Code FBC2014/TPI2007 Matrix-MS i Weight:153 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-11:2x6 SP No.2 WEBS 1 Row at midpt 1-10,5-6 REACTIONS. (lb/size) 10=846/Mechanical,6=832/0-4-8 Max Uplift 10=318(LC 8),6=-310(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-10=-802/339,1-2=-518/177,2-4=-914/293,4-5=-514/177,5-6=-805/339 • BOT CHORD 8-9=-298/766,7-8=-299/763 WEBS 1-9=-270/801,2-9=-759/375,2-8=-118/343,4-8=-120/350,4-7=-747/370,5-7=-269/791 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25fh 6=4511;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 21.0-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=318,6=310. • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 ray.10/03/2016 BEFORE USE. mll Design valid for use only with Milek connectors.This design is based only upon parameters shown,and Is for an hdivldual building component.not a truss system.Before use,the txllc9rrg designer must verity the ap licabllty of design parameters and properly Incorporate this design Into the overall Lxrc9ng design. Bracing Indicated Is to prevent buckling of incilvkhlal truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/NPI l Quality Criteria.DSB-69 and SCSI Balding 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 I T9138205 10527DF T35 Roof Special !1 1 Job Reference(options]_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:56 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-a7cdn?Udf8kkoCJgwUN?hdJ472aKVBMIiE9eQeylveD 7-3-3 14-2-13 21-2_8 21-8-0 7-3-3 — 6-11-11 6.11-11 0-5-8 4x5= 4x5= 3x6= 4x5- 4x5= Scale=1:55.8 1 12 2 13 3 14 4 15 5 A glt 1•I R II I I sxs= 4x5% 4 5=,- tEr 1I 3x4= o co4.00 12 6 10 3x8_ 2x4 11 7-3-3 10.9.0 14-2-13 21-8-0 I 7-3-3 I 3-5-13 j 3-5-13 7-5-3 Plate Onsets(X,Y)-- (6:0-4-4,0-0-12],(8:0-3.0,0.3-4] —---LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.08 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.20 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-11:2x6 SP No.2 WEBS 1 Row at midpt 1-10,5-6 REACTIONS. (lb/size) 10=846/Mechanical,6=832/0-4-8 Max Uplift 10=-318(LC 8),6=-310(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-785/348,1-2=-611/222,2-4=-730/237,4-5=-606/222,5-6=-785/347 BOT CHORD 8-9=-244/644,7-8=-243/639 WEBS 1-9=-309/852,2-9=-662/364,4-7=-648/358,5-7=-308/839 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=S.Opsf;h=25ft;B=451h L=24th eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 21.0-12 zone;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)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=318,6=310. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 941-7473 rev.10/03/2016 BEFORE USE. , Design valid for use only with MI lei connectors.this design is based only upon pxraneters shown,and Is for an individual building component.compent.not n a truss system.Before tee,the bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall bulking design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possble personal injury and property mage. For general guidance regardng the fabricatkxn,storage,delivery,erection o nd bradng of trusses and truss systems.seeANSI/IPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Bbd. 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 19138206 10527DF T36 Roof Special 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:57 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-2JAO?LVFQSsbQMusUCuEEg5GLSwkEc6SwuuBy4ytveC 7-6-0 14.8.8 17.5.8 21-8-0 1 7-60 {--___ 7-2 8 1 2-9 0 1 -- 4-2-8 1 7.00 FIT 6x6`I Scale:3/16'=1' 4x5= 4 is 165 • 4x5= 7x6e= V _ 1 4x5= a86fO'� 11 3x4=,011/Aii\h)::411 co 4x5. 7 4x10 10 4.00;12 318 2x4 H I 5-6-4 i 10.9.0 I 14.8.8 ____f 17-5-8 1 21-8-0 5-6-4 5-2-12 3-11-8 2-9-0 4-2-8 Plate Offsets(X,Y)-- [3_0.3-0,0-3.41,(6:0-4-4,0-0-121,[8:0-3-0,0-3-41 - ---- LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.19 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES ! WB 0.75 Horz(TL) 0.07 6 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-11:2x6 SP No.2 WEBS T-Brace: 2x4 SP No.3-1-10,3.7,4-7 OTHERS 2x6 SP No.2 2x6 SP No.2-5-6 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) 10=846/Mechanical,6=832/0-4-8 Max Horz 10=66(LC 12) Max Uplift 10.294(LC 8),6=-280(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-801/326,1-2=-467/148,2-3=-785/223,3-4=-380/91,4-5=-283/105,5-6=-842/343 BOT CHORD 8-9=-322/714,7-8=-247/613 WEBS 1-9=-2411771,2-9=-749/347,2-8=-21/269,3-8=-150/382,3-7=-809/339,5.7.285/779 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 10 17-5-8,Exterior(2) 17-5-8 to 20-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 10=294,6=280. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. WARNING•Verily design parameter and READ NOTES ON TNIS AND INCLUDED M1TEK REFERANCE PAGE M47473 rev.10M3/1016 BEFORE USE till• Design valkf for use only with Mileld9 connectors.This design 6 based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer mist verify the applicability of design parameters and properly incorporate this design into the overall ;� building design. Bracing indk:ated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mak' is always required for stability and to prevent collapse with possible personal Inkey and properly damage. For general guidance regading the Est Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.secANSI/IPI l Quality Cilteda,DSB-89 and SCSI Building Componenta ng Component Tampa.04 33610 Safety Information available from truss Rate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Job 'Truss Truss Type Qty ,Ply T9138207 10527DF T37 ROOF SPECIAL 1 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:58 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-W VkOChW tem_S 1 W T32vPTn2001 r7RzAmb9YekVXylveB 15-2.0 6-5-12 11.0.0 12.11-8 114.-19.1200.416 18-2-z 218 210[41-0 I 6-5-12 I 4.6-4 i i-118 1.10.20.46 3.07 I 3-5-31 7x10= Scale=1:69.3 i 7.00.12 2x4 H 7 8 j 3x4.= rte= i 2x4 II I 6 7 4x5= 4x5= 4x5= 2x4 II 7x6= 5 - 19 1 2 32x4 901 .11011M1. ..Alt 20 Z' �_ b � Ni6-0-0 - IIIIIR::IIIIIIIIIIIIIIIIIIIIIIlllMIII _ rt 4x6 II 15 7x10= 13� !C� " 17 3x4= 2 - ,4x5� 23 10 -, 1:1 8x12= NAILED 4x5 NAILED NAILED 9 16 4.00 12 3x8= 12-11-s NAILED 2x4 II /1.1.12 I 6-5-12 11,00 +5-2.0 { 18-2-7 21.5-8 2101.05-.5-.12 4-4.8 0-11122-2-8 3-0.7 3-3-1 ask 0.1.12 1-9-12 _Plate Offsets(X,Y)-- [4:0-3-0 0-34],[7:0-6-0,Edge],(9_0-4-4,0-0-12],[11:0-3-12,0-2-01113:0-5-8,0-3-8],(19:0-2-0,0-2-0] (19:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.30 13-14 >845 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -1.00 13-14 >257 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(TL) 0.50 9 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:418 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x6 SP No.2'Except' except end verticals. 14-16:2x6 SP No.1,9-14:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2'Except' 6-0-0 oc bracing:9-10. 8-9:2x4 SP SS,9-17:2x6 SP No.2 WEBS 1 Row at midpt 1-16,8-9 JOINTS 1 Brace at Jt(s):18,12 REACTIONS. (lb/size) 16=966/0-5-8,9=1468/0-4-8 Max Horz 16=125(LC 12) Max Uplift 16=-175(LC 8) Max Gray 16=966(LC 1),9=1749(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-899/219,1-2=-815/115,2-3=-1488/47,3-4=-1488/47,4-5=-592/0,7-8=-5/1013, 9-11=-1716/0,11-19=-447/125 BOT CHORD 14-15=-258/931,13-14=-95/1368,10-13=0/2166,12-13=-1946/0,11-12=-1949/0 WEBS 6-18=-30810,18-19=-308/0,7-19=-1127/177,5-13=0/663,10-12=-323/0,10-11=0/2536, 2-15=-984/199,2-14=0/935,1-15=-149/1090,4-13=-2009/209,4-14=-269/1218 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 18-2-7,Exterior(2) 18-2-7 to 21.3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide j will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Bearing at joint(s)16,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 16=175. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard 6MIMS A WARNING-Verity design parameters and READ NOTES ON TNUS AND INCLUDED MITER REFERANCE PAGE MN-7473 rov.10W3/2015 BEFORE USE let Design vdki for use only with Mitek v connectors.Ns design is based only upon parameters shown,and Is for an individual bulking component,not a truss system.Before use.the!wilding designer must verify the applicability of design rxxarneters and property incorporate this design into the overall • bulling design. Bracing indicated Is to prevent budding of indlvIduxl truss web and/or chord members only.Additional temporary and permanent brcxrIng M ilek is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidrnce regarding par fabrication,storage,delivery,erection and'raring of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and SCSI BulldIng Component 6904 Parke East Blvd. Safety Information avaiable from buss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9138207' 10527DF T37 ROOF SPECIAL 1 Z Job Reference(optional)• Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:58 2016 Page 2 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-W VkOChWtBm_S1 W T32vPTn2001 r7RzAmb9YekVXytveB LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-7=-60,7.8=-60,14-16=-20,13-14=-20,13-23=-20,9-23=-70(F=-50),13-24=-20,11-24=-70(F=-50) • 1 g A WARNING-Verily design paramefera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.16tl3/2015 BEFORE USE. let Design valid tor use only with Milekt➢connectors.This design is based only upon Parameters shown,and Is for an Individual bulding component,not a toss system.Before use,the bulling designer must verify tto applicability of design parameters and properly Incorporate this design Into the overall bxldYq design. Bracing indicated is to prevent b uckikng of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always requked for stability and to prevent collapse with possible personal miry and properly damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSU1P11 Quality CModa,DSS-89 and SCSI Building Component Stately Information available from Inas Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty I Ply T9138208 I 10527DF 138 ROOF SPECIAL I 1 , 2 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:59 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp•_iHm01 XVy36Jff2FbdxiJFxY_FTJicHkOCNI lzytveA 12-11-8 15-2-0 I 5.5-12 I 10-11-8 11 -o .__.,14_9.10.1 , 18-2- 7 21-5-8 21;11-0 5-5-12 5-5-12 0-6-8 1-10-3 3-0-7 3-3-1 0.5.8 1.11.8 0-4-6 7x10 Scale=1:65.8 2x4 I I 7.00[12 6 7 3x4= - 4x5 i 5 1- 4i 4x5= 18 1; 2x4 1 4x5= 4x5= 6x6= 1 2 :i q 20 d I n ry' 6-0.0 e 2x4 II 13 ii 0= _ �Q[� * 12 _ a 16 3x4-4x6 I 14 1,4 4x5 7x10 9 A ._. 4x5 _ i 8_, 15 4.00(12 3x8= 2x4 11 5-5-12 10-11-8 11-(-0 15-2-0 18-2-721-5.8 21111-0 I-- 5-5-12 5-5-12 0.6.8 4-2-0 3-0-7 -1 3-3-1 Ol5-'8 Plate Offsets(X,Y)-- [3:0-3.0,Edgel,[6:0.6-0,Edgel,[8:0-4-4,0-0-121,,110:0-40,0-2-01,113:0-3-8,0-3-81,118:0-2-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.34 12-13 >748 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 , Vert(TL) -1.12 12-13 >229 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.32 Horz(TL) 0.58 8 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:396 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP SS'Except' except end verticals. 10-12:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: WEBS 2x4 SP No.2'Except' 6-0-0 oc bracing:8-9. 7-8:2x4 SP SS,8-16:2x6 SP No.2 WEBS 1 Row at midpt 7-8 JOINTS 1 Brace at Jt(s):17,11 REACTIONS. (lb/size) 15=97510-5-8,8=1489/0-4-8 Max Horz 15=173(LC 12) Max Uplift 15=-129(LC 8) Max Gray 15=975(LC 1),8=1787(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-917/180,1-2=-852/98,2-3=-2128/19,3-4=-2613/80,6-7=0/1084,8-10=-1760/0, 10-18=-432/121 BOT CHORD 13-14=-307/982,12-13=-13/672,9-12=0/2248,11-12=-2013/0,10-11=-2016/0 WEBS 5-17=-428/0,17-18=-428/0,6-18=-1077/165,4-12=-1084/437,4-13=-345/3061, 9-11=-325/0,9-10=0/2659,2-14=-1028/186,2-13=0/1470,1-14=-129/1152, 3-13=-1674/167 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft B=45f1;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1.12 to 18-2-7,Exterior(2) 18-2-7 to 21.3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Bearing at joint(s)15,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=129. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4411.7473 rote.10/03/2015 BEFORE USE. id. Design valid for use only with Mifeir connectors.INs design Is based oNy urxm parameters shown.and Is for cn indh4dual building component.not a truss system.Before use,the LrNding designer must verity the applk:ablity of design parameters and properly incorporate this design hub the overall building design. Bracing indicated Is to prevent buckling of Individual truss wets and/or chord members only.Additional temporary end permanent bracing Mak' Is always required for stability and to prevent collo so with possible personal inlay and property damage. For general guidance regarding the lair catk)e,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/IPI t CuaNty Crtieda,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdiable from truss Plate institute.218 N.tee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9138208 10527DF T38 ROOF SPECIAL 1 2 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 8 Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:10:59 2016 Page 2 ID:ZvEHhD3nwKhu0I8PUOgbD6yy6Fp-_iHmQl XVy36J1f2FbdxiJFxY_FTJicHkOCNI1 zytveA LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert 1-3=-60,3-6=-60,6-7=-60,13-15=-20,12-13=-20,8-12=-70,10-12=-70 1 l Q WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE M11.7473 rev.10/03/2015 BEFORE USE. I N. Design valid for use only with MITek¢)connectors.Ibis design Is based only upon parameters shown,and Is for an hdWIdld building component.not a truss system.Before use,the br ildkKT designer must verily the appllcabiIty 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 protxnty damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Busses and Miss systems seeANSI/TPI l Quality Criteria.DS8-89 and SCSI Building Component 6904 Perks East Bid. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexanckia,VA 22314. Tempe,FL 33610 Job Truss Truss Type Qty Ply , 19138209 10527DF T39 ROOF SPECIAL I 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:01 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-w4PW rjYl UhM 1 uzCej2zAOgOuZ37uAW O1 rW sP6rytve8 15-2-0 8-11-811-0.0 12.11.8 14.9.1 , 18-2-7 21_5-8 21.11-0 8-11-8 f 2.0.8 I0 1-11-8 1-10-3' ' 3.0-7 I 3-3-1 015.8 0-4-6 7x10= Scale=1:69.3 2x4 .1 6 7 7.00112 3x4— �� 2x4411 5 ``' 184x5= • ;iI 4x5-;"-- 4x5 i 4x5= 6x6= 3 ,i, 5MiMilillgINOMININNIMM=Mos. e5 6•l?•0 -.."11111111113 �11� 2x4 I � 3 14 7x10= ��l!4x5 12 � 16 3x4=4x6 II _ 6x12,, 9` 1� NAILED 4x5 NAILED NAILED NAILED 6 15 4.00 12 3x8 2x4 I i NAILED 8-11-8 11.0_0_ 15-2-0 18-2-7 21-5-8 21 1 -0 8-11-8 2-0-8 H 4-2-0 3-0-7 1 3-3-1 0-5-8 Plate Offsets(X,Y)-- [6:0-6-0,Edge1j8: -4-4,0-0-121,110:0-4-0,0-2.01,112:0-5-0,0-3-0],[13:0-3-8,0-3-81,[18:0-2-0,0-2-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lora) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.36 12-13 >716 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.13 12-13 >227 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.37 Horz(TL) 0.60 8 n/a rUa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:361 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1'Except` except end verticals. 8-13:2x6 SP SS,10-12:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2'Except' 6-0-0 oc bracing:8-9. 7-8:2x4 SP SS,8-16:2x6 SP No.2 WEBS 1 Row at midpt 7-8 I JOINTS 1 Brace at Jt(s):17,11 REACTIONS. (lb/size) 15=975/0-5-8,8=1489/0-4-8 Max Horz 15=221(LC 12) Max Uplift 15=-84(LC 8) Max Gray 15=975(LC 1),8=1800(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-903/198,1-2=-2141/103,2-3=-2443/62,3-4=-530/0,6-7=-8/1090,8-10=-1775/0, 10-18=-439/123 BOT CHORD 14-15=-272/293,13-14=-377/2422,12-13=-283/2706,9-12=0/2262,11-12=-2027/0, 10-11.2030/0 WEBS 1-14=-91/2206,2-14=-1353/161,3-13=-342/2623,5-17=-418/0,17-18=-418/0, 6.18=-1098/170,4-12=0/439,3-12.2838/361,9-11=-325/0,9-10=0/2678 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Ops1;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1.12,Interior(1)3-1-12 to 18-2-7,Exterior(2) 18-2-7 to 21-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opst. 8)Bearing at joint(s)15,8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15. 10)"NAILED"indicates 3-10d(0.148'x3')or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1003/2015 BEFORE USE i-. Design valid for use only with MI1ekt connectors.Ids design Is based only upon Ixzameters shown,and is to an individual building component,not a truss system.Before use,the building designer must verify the atAxicabeity of design parameters and properly incorporate this design into the overall brlkSng design. Brach()Indicated is to prevent truckling of Individual truss web and/or chord members only. Addltbnal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Inks,/and properly damage. For general guidance regarding the fabricatkrn,storage,delNery,erection and tracing of trusses and truss systems.seeANSI/Wlt Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from truss Plate Institute.218 N.Lee Street Suite 312.Alexandria VA 22314. — Tampa.FL 33610 Job Truss Truss Type Oty 1 Ply T9138209 10527DF T39 ROOF SPECIAL 1 2 Job Ref erenc_Coptional) Building Component Supply, Jacksonville,Fl 32266 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:01 2016 Page 2 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-w4P W rjYI UhM 1 uzCej2zAOgOuZ37uAW 01 rW sP6rytve8 LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-6=-60,6-7=-60,13-15=-20,12-13=-20,8-12=-70,10-12=-70 • A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.tO03/2015 BEFORE USE. Et Design valid for use only with MITeksl connectors.Mrs design Is txauxd only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the oripllcublity of design txrameleIs and property incorporate flys design Into the overall building design. Bracing Indicated Is to prevent buckling of IrviNkdual truss web and/or chord members only. Additional temporary and permanent txacIng MiTek' is always required for stabltty and to prevent collapse with possble personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tr ss systems,seoANSI/IPI1 Quality Criteria,DSB-89 and SCSI Budding 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 I Truss Truss TypeQty Ply IT9138210 10527DF 1T40 ROOF SPECIAL 1 1 2 Job Reference(gptiona))_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:02 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-PHzv23ZOE_UuW7ngHIUPxuZ3JTTDvzZB4Acyelytve7 15-2-0 ,.. __ 7-8-8 I 11-0-0 i 12.11.8,14.9.10, , 18-2-7 I 21.5.8 21-11-0 7.8.8 3-3-8 1.11.8 ' 1-10-3 3-0-7 3-3-1 0'-528 0.4.6 7x10 Scale=1:69.3 2x4 II 6 7 3x4 7.00 7 ���` �` 2x4 II 5 `a`bi 4x5- 4 18 2x 4x5-i 3 4x5= 6x6= i; o 1 05— ;.- o 6-0-0 ^ :i .r ii 2x...:1. I I ,1.,3 +w pi 1 6x8 Il l � 14 12 A 16 3x4-4x6 I I i71111r7. IF. M11 4x5% 6x12� 9 ._. NAILED 4x5 15 NAILED NAILED NAILED 3x8 4.00 8= 12 I 2x4 I I NAILED 7-8-8 +_ 11-0-0 15-2-0 I 18-2-7 I 21-5-8 21-11-0 7-8-8 3-3-8 4-2-0 3-0-7 3-3-1 0-5-8 Plate Offsets_(X,Y}- [6:0-6-O,Edge]�_[✓6:0-4-4,0-0-12],[10:0-4-0,0-2-0],j12:0-5-0,0-3-0],(`13:0.3-4,0-3-0],[18:0-2-0,0-2.0] _ I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.36 12-13 >704 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.13 12-13 >227 180 BCLL 0.0 * Rep Stress Incr NO I WB 0.35 Horz(TL) 0.60 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:357 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, BOT CHORD 2x4 SP No.1 *Except* except end verticals. 8-13:2x6 SP SS,10-12:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2*Except* 6-0-0 oc bracing:8-9. 7-8:2x4 SP SS,8-16:2x6 SP No.2 WEBS 1 Row at midpt 7-8 JOINTS 1 Brace at Jt(s):17,11 REACTIONS. (lb/size) 15=975/0-5-8,8=1489/0-4-8 Max Horz 15=251(LC 12) Max Uplift 15=-54(LC 8) Max Gray 15=975(LC 1),8=1807(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-909/192,1-2=-2190/140,2-3=-2465/54,3-4=-532/0,6-7.14/1098,8-10=-1782/0, 10-18=-442/125 BOT CHORD 14-15=-301/316,13-14=-443/2491,12-13=-288/2565,9-12=0/2267,11-12=-2030/0, 10-11=-2034/0 WEBS 1-14=-133/2269,2-14=-1401/165,3-13=-294/2565,5-17=-418/0,17-18=-419/0, 6-18=-1108/178,4-12=0/440,3-12=-2725/377,9-11=-325/0,9-10=0/2685 NOTES- 1)2-ply truss to be connected together with 10d(0.1315(3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25th B=45th L=24ft;eave=4th Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 18-2-7,Exterior(2) 18-2-7 to 21-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Bearing at joint(s)15,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15. 10)"NAILED"indicates 3-10d(0.148-x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.gov3rzois BEFORE USE. Design valid to use only with Milek1 connectors.IIs design B based only upon parameters shown,and is for an U Ssi fud!Aiding component.not , • a truss system.Before use,the building designer must verily the appllcdNlty of design parameters and properly Incorporate this design into the overall biding design. Bracing indicated Is to prevent buckling of indly du l friss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stclbtlty and to prevent collapse wtth possible personal irllury and property damage. Fa general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Crit ria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdedble from Truss Plate institute.218 N.Lee Street.Stile 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T9138210 10527DF T40 ROOF SPECIAL 1 I 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:02 2016 Page 2 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-PHzv23ZOE..UuW 7ngHl U PxuZ3JTTDvzZB4Acyelytve7 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-6=-60,6-7=-60,13-15=-20,12-13=-20,8-12=-70,10-12=-70 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekn connectors.Ills design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the t xikiing designer must verify the applicabliy of design parameters and properly incorporate this design into the overall bulding design. Bracing kxAcated 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 intury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,soeANSI/TPI1 Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truro Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. 1 Tampa,FL 33610 Job I Truss Truss Type Oty Ply T9138211 10527DF IT41 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:03 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-tTXHFOaO?Ic18HLOgS?eU56LUsrOeNTKJgLVAkytve6 6.8-8I 11-0.0 1,1.11-;4 14-8-12 1 17-2-7. 1 19-2-4. 1 21.5.8 21(11-0 1 6-8-8 4.3.8 0-11-8 2-9-4 2-5-11 1-11-12 2-3-4 0-5-8 8x10 Scale=1:62.8 2x4 II 3x4 11 5 6 7 4x10 i2p 4 1 7.00 12 �0 192x4= O• 18 2x4 II 2x4 i1 3 , Aill pp v 4x5= 6x6= d m 1 E 3-11-9 a I 14 ' 1 t i-.-,7x10= 1'1j 15 13 II 17 3x4= 4x5 4x5% 6x6 21 5x6=9 1' ' M. r.• 4.00112 4x5 8 16 2x4 II 3x8= 2x4 1 11-1-12 19-2-4 F — 68 8 I 4-1-1210-142 11-8/0 137-0-12 1 2-5-11 17-2-7 �&2 2 I 22.3.4 2101-548° 1rs{ 0-1.12 14.0 6 b Plate Offsets(X,y)--__[5:0.4-.1,Edge],[7:Edge,0=3_8],[8:0-4-4,0-0-121,[12:0-3-0,0-2-121,03:0-2-12,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lora) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.16 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.34 12-13 >756 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.57 Horz(TL) 0.23 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:367 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-2:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-13:2x6 SP No.2 WEBS 1 Row at midpt 7-8 WEBS 2x4 SP No.2*Except* JOINTS 1 Brace at Jt(s):12 8-17:2x6 SP No.2 REACTIONS. (lb/size) 16=996/0-5-8,8=1544/0-4-8 Max Horz 16=251(LC 8) Max Uplift 16=193(LC 4),8=-409(LC 8) Max Gray 16=996(LC 1),8=2124(LC 29) FORCES. (lb)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-956/298,1-2=-2328/589,2-3=-2508/652,3-4=-2531/764,8-10=-2009/487 BOT CHORD 15-16=-281/133,14-15=-928/2637,13-14=-370/1128,9-13=-1291/4624,8-9=-40/320, 12-13=-3351/865,11-12=-4296/1176,10-11=-4296/1176 WEBS 1-15=-612/2429,2-15=-1478/473,2-14=-376/190,3-14=-263/188,4-13=-659/2343, 4-14=-704/1921,4-12=-3173/1040,9-11.2258/632,9-10=-1264/4443 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24f1;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0ps1. 8)Bearing at joint(s)16,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 16=193,8=409. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)456 lb down and 383 lb up at 17-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. agge� 0..0 Cult WARNING page design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. ALWARNING valid for use only with Mllek6 connectors.This design Is based only upon parameters shown,and Is for at Individual building cantx•rw nt.rv>I , a truss system.Before use,the building designer must verity the applicability 01 design pot<meters and propoily Incorix>rale this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual Inns web and/or chord members only.Additional temporary and p,eunanent t>ra:ing MiTek- Is always required for stability and to prevent collcpse with possible personal Injury and property damage. tot general guidance regarding the fobrlcatkn,storage-delivery,erection and bracing of busses and miss systems,seeANSI/TP11 Quality Criteria.DS8-89 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 T9138211' 10527DF T41 ROOF SPECIAL GIRDER 2Job Reference joptional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:03 2016 Page 2 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-tTXHFOa0?Ic18HL0gS?eU56LUsr0eNTKJgLVAIrylve6 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-5=-60,5-7=-60,14-16=-20,13.14=-20,13-21=-20,8-21=-50(F=-30),12-13=-20,10-12=-50(F=-30) Concentrated Loads(lb) Vert:21=-456(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE 6111-7073 rev.10103/2OIS BEFORE USE. 1111Design void for use only with Mitowc connectors.RIs design Is based only urxrn rxxoxnelers shown,and is for an individual building component,nol a thus system.Before use,the bulking designer mull verify the applicability of design parameters and properly incorporate this design into the overall bullring design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent"acing MiTek' Is always required for stability and to prevent collapse with possible personal Inkay and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing 01 trusses and truss systems seeANSI/lPt1 Qualify Criteria,DSB-$9 and BCSI Bullring Component 6904 Parke East Blvd. Satisfy Information available from imus Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9138212 10527DF 142 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:04 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-Lf5fTkaemckbl RwDOAW tOJeW KGI LNm9TXU53iAytve5 4-8-8 9.11.8 1-0- 15-2-7 17.5.0 4-8-8 5.3.0 1.0.8 4-2-7 I 2-2-9 7x10 Scale=1:55.5 2x4 II 4 5 7.0012 2x4 II 11 3 d Co i 4x5= 6x8— 1 liI. I 700= aim v i 0 4x85 4x5IT 4.00112 9 2x4 I I 4-8-8 } 11.0.0 11-'1112 15-2-7 1 17-5-0 l 4-8-8 6-3-8 04-12 4.0.11 2-2-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.07 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.21 7-8 >996 180 BCLL 0.0 . Rep Stress Incr YES WB 0.79 I Horz(TL) 0.10 6 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing. REACTIONS. (lb/size) 9=685/0-5-8,6=685/Mechanical Max Horz 9=251(LC 12) Max Uplift 9=-88(LC 12),6=271(LC 12) Max Gray 9=685(LC 1),6=692(LC 17) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-650/226,1-2=-1373/367,2-3=-1150/291,3-4=-1201/461 BOT CHORD 8-9=-289/291,7-8=-697/1679 WEBS 1-8=-384/1451,2-8=-892/337,2-7=-531/235,3-7=-477/294,4-7=-576/1440, • 4-6=-715/360 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25th;B=45ft;L=24lt;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-2-7,Exterior(2) 15-2-7 to 17-3-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)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)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) ' 6=271. I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIeks>i connectors.This design Is based only upon I orarnotors shown,and Is for an Indlvtdrxi building component.not a bars system.Before tee.the building designer must verily the applicability of design txvarneters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss wet>crud/or chord members only. Additional temporary and permanent bracing MiTek' is always required tor stability and to prevent collgae with possible personal Injury and property damage. For general guidance regarding the k )ricatk>n,storage,delivery,erection and bracing of trusses and taus systems.seeANSl/I'PI I Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information ovallabte from Inas Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tama.FL 33610 Job I Truss Truss Type Qty Ply T9138213 10527DF 1T43 Roof Special Girder 1 1 _ Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:04 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-Lf5fTkaemckbl RwOOAW tOJePAGHgNnrTXU53iAylVe5 2-8-8 7-11-8 13.2.7 __ 17-4-0 21.5-8_-_--_211111-0 2-8-8 I 5-3-0 { 5-3-0 4-1-8 I 4-1-8 0-5-8 4x5- Scale=1:50.3 6x8 2x4 II 3x4= 4 5 6 foul 7.00 -- 4x5-i 3 I� tit 4x5= 6x8–,a044119 1 .,. x6 4-0 10 vim' [7 1. in I 0 4x5% q I t1 4x10 r 1 i 4x5 _�4.00 12 7' 12 5x6 II 2x4 i I 2-8-8 I 6-10-4 l 11-0-0 13-2 7—{ 17-4-0 21-5-8 21r11 O 2-8-8 4-1-12 4-1-12 2-2-7 4-1-8 4-1-8 6-5-8 Plate Offsets(X,Y)-- (2:0-3.12,0-3-0],[7:0-3-0,Edge],[9:0_3-00-3-4],[10:0-2.4,0.2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL). 0.12 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.26 8-9 >992 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(TL) 0.21 7 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied or 3-8.4 oc purlins, 1-2:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-7-15 oc bracing. WEBS 2x4 SP No.2'Except' WEBS 1 Row at midpt 6-7 7-13:2x6 SP No.2 REACTIONS. (lb/size) 12=945/0-5-8,7=1208/0-4-8 Max Horz 12=251(LC 8) Max Uplift 12=-195(LC 8),7=-417(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-910/278,1-2=-1699/502,2-3=-2472/750,3-4=-2059/680,4-5=-694/233, 5-6.694/233,6-7=-1213/441 BOT CHORD 11-12=-269/109,10-11=-863/2031,9-10=-907/2241,8-9=-431/1127 WEBS 1-11=-554/1875,2-11=-1422/487,3-9=-481/271,4-9=-526/1493,4-8=-718/334, 5-8=-270/207,6-8=-432/1285 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0ps1;h=25ft;B=451t;L=24tC eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)12,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=195,7=417. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)456 lb down and 164 lb up at 17-5-12 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(pit) Vert:1-2=-60,2-4=-60,4-6=-60,9-12=-20,7-9=-20 Concentrated Loads(Ib) Vert:8=-456(F) V WARNING-Verity design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1093312015 BEFORE USE. Design valid for use only with MllekS.connectors.s.TMs design k based only upon Ixxarnneters shown,and is for an IrxdMdrxi bidding component.not , a truss system.Before use,the building designer must verify the crppllcablIty of design parametors and I Hoperty Incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of Individual truss web aril/or chord meridiem only. Additional temporary mg permanent txackng MiTek Is always required tor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the klxlcatbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Skeet.Suite 312,Plexaxlria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9138214 10527DF T44 Roof Special 1 1 Job Ref erenc(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:05 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-psi l g4bGXvsSNaVPyt16Z W BYfgZd6BMdm8gcFdytve4 5.9.0 11-2-7 _ . ..16_4-0 _21-5-8 21-11-0 5-9-0 i 5-5-8 5-1-8 I 5-1-8 (j-5-tt 4x5= Scale=1:46.1 7x6 2x4 II 3x4= 4 18 19 5 20 6 7.00 12 17 , diiiiiiiiilli 4x5* h. 9 16 6x12= 4x5 i ,♦,' re 2 r10 8 i7 1 fib, i 2x4 I 4x10 rS a: A am i ^ 'i onin h'.244.00 12 gig 5x6 11 7 3x8= 5-9-0_ 11-0-0 _ 16-4-0 21-5-8 2111`.0 I 5-9-0 I 5-3-0 5-4-0 5-1-8 d-Si Plate Offsets(X,Y)-- [1:0-1-3,0-1-71,[7:0-4.4,0-0-12],[9:0-4-0,0-3-4] LOADING(psi) I SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell lid 1 PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.15 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.34 9-10 >756 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.93 Horz(TL) 0.23 7 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. 7-11:2x6 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=862/0-5-8,7=848/0-4-8 Max Horz 1=269(LC 12) Max Uplift 1=-179(LC 12),7=312(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2294/817,3-4=-1774/654,4-5=-706/278,5-6=-706/278,6-7=-822/364 BOT CHORD 1-10=-940/2167,9-10=-951/2188,8-9=-639/1476 WEBS 3-9=-641/271,5-8=-347/253,6-8=-380/967,4-9=-463/1263,4-8=-1024/451 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25f1;B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-2-7,Exterior(2)11-2-7 to 14-2-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)1,7 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=179,7=312. I id � r V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7073 rev.I&031201 S BEFORE USE. Design valid for use only with MitekE.connectors.this design is based only upon rxxomoters shown,and Is for an IndMdual[ruching component,not a truss system.before use,the brrikiirrg designer must verily the applk tr1uty of design ixsrarneters and properly hcorporate this design into the overall building design. Bracing Indicated is to prevent budding of Irrdlvldual truss web and/or chord members only.Additional temporary arid i'on ncment Wring) MiTek' Is always required br stability and to prevent collapse with possible personal hfuy and properly damage. For general guidance regardlrsg the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSl/1P11 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. • Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria-VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9138215 10527DF T45 Roof Special 1 1 yJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:06 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-H2C PuOcu I D_J?k4bW bZL5kkoS4vwrhW m?oaAn3ylve3 5-7-12 11-0-0 12-9-9 17-1-8 21-5-8-_______21-11-0 _- I — -4 - I 5-7-12 5.4.4 1-9-9 4-4-0 4-4-0 5 5x6= Scale=1:44.7 4 4x5= ���6x6= 2x4 I I 3x4= 6 7 7.00 12 18 • 4x51 3 rn � 10 7. v1 17 8x12= 4x5� � 64,-,[71 1 11 1 2x4 I! 9 w 4x10 Oil r. eLli 4.0052 ►' *MI F14 5x6 II 8 3x8= 5-7-1211-0-0 12-9-9 17-1-8 21-5-8 211`L.0 5-7-12 ' 5-4-4 1-9-9 I 4-4-0 _ I 4-4-0 58 Plate Offsets(),Y)-- L1:0-1-3,0-1-7],18:0-4-4,0-0-121,[10:0.5-12,0-3-81 LOADING(psi) SPACING- 2-0-0 I CSI. I DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 I TC 0.63 Vert(LL) 0.15 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.36 10-11 >728 180 BCLL 0.0 ' Rep Stress Ina YESWB 0.74 Horz(TL) 0.25 8 n/a IVa BCDL 10.0 , Code F8C2014/TPI2007 1 Matrix-MS Weight:125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. 8-12:2x6 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=862/0-5-8,8=848/0-4-8 Max Horz 1=221(LC 12) Max Uplift 1=-194(LC 12),8=-273(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2293/797,3-4=-1778/642,4-5=-1713/673,5-6=-759/276,6-7=-759/276, 7-8=-835/339 BOT CHORD 1-11=-877/2161,10-11=-888/2184,9-10=-665/1703 WEBS 3-10=-599/269,4-10=-499/1441,5-9=-1179/482,7-9=-370/1024,6-9=-301/219 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 12-9-9 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)1,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=194,8=273. I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE ABI-7473 rev.10/032016 BEFORE USE. mg Deslcm valid for use only with MITekTP connectors.This design Is based only upon parameters shown.and Is for an txfivkival twNWng component,not a truss system.Before use,he buildlrrg designer must verity tlx:appilcoWily of design parameters and properly„corporate this design Into 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 k*Jry and properly damage. For general guidance regarding the fabrication,storage,delivery,erec=tion and bracing of trusses and truss systems.seeANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdklble from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. I Tampa-FL 33610 Job Truss Truss Type Qty Ply T9138216. 10527DF T46 Roof Special 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 • 8.010 S Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:07 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-IEmoSmd W 3X6Acufn314aexG_3UE 7aC?WESJjJVytve2 _ 5.7.12 11-0-0 __ { 14-9-9 __. 21-5-8 21I-5-1 -111-0 5-7-12 5-4.4 3-9-9 6-7-15 0 5 8 5x6= Scale=1:44.7 4 1 4x5= 7.00 12 17 18 6x6= 3x4= 5 6 146 i R w 3 0.1.11131 9 16 8x12= 4x5.i e M 5x6 [7 1 10 0 1 � 2x4 11 a} 4.00[12 r:rICI pl 5x6 11 7 3x8 I 5.7.12 I 11-0-0 14-9-9 21.5.8 21-11-0` L 5-7-12 5-4-4 3-9-9 6-7-15 0.5.8 Plate Offsets(X,Y)-- [1:0-1-3,0-1-7],[7:0-4-4,0.0-12],[9:0-5-12,03-8] 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 0.58 Vert(LL) 0.15 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 I Vert(TL) -0.39 9-10 >668 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.26 7 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. 7-11:2x6 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=862/0-5-8,7=848/0-4-8 Max Horz 1=173(LC 12) Max Uplift 1=-205(LC 12),7=-240(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2301/776,3-4=-1774/616,4-5=-1766/642,5-6.1770/598,6-7=-807/337 BOT CHORD 1-10=-805/2153,9-10=-817/2175,8-9=-655/1911 WEBS 3-9=-595/267,4-9=-467/1436,5-9=-391/126,5-8=-1075/467,6.8=-605/1798 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-010 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0,Interior(1)14-9-9 to 21-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)1,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=205,7=240. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. tut Design vdid for use only with MIIektt connectors.ibis design Is based only upon ixiameters stxown,and Is for an individual txAding component,not a truss system.Before use.the building designer Ines!verify the appikrability of design parameters and pros'oily encorporate this design into the overall • building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord mem/errs only.Additional temrxxcxy and permanent tracing MiTek is always required for sicA Aity and to prevent collapse with possble personal Infuy and property damage. for general guidance regarding he fabrication,storage.delNery,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 I Truss Truss Type Qty Ply T9138217 I10527DF T47 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:07 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-IEmoSmd W 3X6Acufn314aexG?3UE EaDywESJjJVyNe2 5-7.12 11-0-0 16-9-9 21-5-8 21,-11.0 I +_ 5-7-12 5.4-4 5-9 9 4-7-15 0-5-8 5x6= Scale=1:44.7 4 1111 , 7.00 FIT t7 18 4x5= 4x5 i 6x8= 3x4= um s 6 I 9 bt•I 16 10x14= m 4x5-i �� co rr 2 [7 1 ch tp 8 c 1 2x4 II q °b CM N -, o 4.00 12 i C.,I 5x6 II 7 3x8= 5-7-12 11.0.0 16-9-9 21.5-8 21-11i-0 I5.7-12 i 5-4-4 I 5-9-9 I 4-7.15 d5-e Plate Offsets(X,Y)-- (1:0-1-3,0-1-7),(7:0-4-4,0-0-12],[9:0-6-12,0.3-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.37 9-10 >693 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.27 7 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-4.13 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 7-3-10 oc bracing. 7-11:2x6 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=862/0-5-8,7=848/0-4-8 Max Horz 1=-140(LC 10) Max Uplift 1=-215(LC 12),7=-231(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2317/744,3-4=-1788/585,4-5=-1812/589,5-6=-1745/553,6-7=-831/309 BOT CHORD 1-10=-728/2115,9-10=-738/2139,8-9=-634/1959 WEBS 3-9=-567/263,4-9=-383/1393,5-9=-432/169,5-8=-1184/475,6-8=-567/1803 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=41t;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0.0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0,Interior(1)16-9-9 to 21-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)1,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 1=215,7=231. M I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/201S BEFORE USE. Design vdki for use only with Milekw connectors.IhIs 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 tax:klksg 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 Inksy and property damage. For general guidance regarding the Parke East Blvd. Truss Tampa.04 farn icatio ,storage,delivery.erection a d bracing of fusses and tr ss systems.seeANSI/TPII CualIty Criteria,DSB-89 and SCSI Buildingen ding ConponI 6904 East0 Safety Information avdlabie from Plate institute.218 N.lee Street.Suite 312.Alexandria VA22314. Job Truss Truss Type IQty Ply T9138218 10527DF 148 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:08 2016 Page 1 ID:ZVEHhD3nwKhu018PUOgb06yy6Fp•DRKAJ6e8ggF1E2E_dObpB9p9otaQJgX3S63Gryytve1 5-7-12 1 11-0-0 16-4-4 L__ 18'9'9 _ 21_5.8 211-114-0 5 7 12 5-4-4 5-4-4 2-5-5 2-7.15 0 5x6- Scale=1:44.6 4 I ,.... 7.00 123 18 A1 19 4x5-i 4x5 5 3x4= 1 �� -27141M111.. h 6x6_ 2x4 II 10 6 7 17 2= ��u1 4x5 i v � 2 n 412 i 11 9 qq J: 1 2x4 II 4x5 eb ca 4.00 12 R �-A 8 5x6 11 4x10 5.7.12l 11-0-0 ----- — 16-4-4 I 18-9-9 I 21-5-8 21,-11,-0 5 5.7.12 5.4-4 _ 5-4-4 2-5-5 2-7-15 0-5-8 Plate Offsets(X,Y)-- [1:0-1-3,0-1-7],]8:0.4-0,0-2-0],(10:0-5-12,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.14 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 iVert(TL) -0.38 10-11 >685 180 BCLL 0.0 ' ! Rep Stress Ina YES WB 0.39 Horz(TL) 0.29 8 Na n/a BCDL 10.0 J Code FBC2014/TPI2007 Matrix-MS Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3.4-13 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 7-9-0 oc bracing. 8-12:2x6 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=862/0-5-8,8=848/0-4-8 Max Horz 1=-156(LC 10) Max Uplift 1=-221(LC 12),8=-224(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2317/710,3-4=-1783/538,4-5=-1806/549,5-6=-2170/656 BOT CHORD 1-11=-646/2066,10-11=-656/2090,9-10=-592/2000,8-9=-529/1654 WEBS 3-10=-579/276,4-10=-356/1422,5-10=-490/230,6-8=-1939/621,6-9=-76/364 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0,Interior(1)18-9-910 21-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)1,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=221,8=224. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 681-7473 rev.11/932016 BEFORE USE. Design valid for use only with MIlekfi)connectors.Ihls design is based only upon parameters shown.and Is for ai hdlvidud building component.not , a les system.Before use.the building designer must verify the opplicabIlty of design parameters and properly hcoipofote this design Into the overall building design. Itrachg indicated Is to prevent budding of indlvklual truss web and/of chord members any.Additional temporary aid permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the e East Blvd. fabrication,storage.delivery,erection and bracing of trusses and tans 6904 Park systems•seeANSI/TPI1 Quality Criteria,DSB-69 and SCSI Building Component East Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.P.rk Job Truss Truss Type Oty IPly T9138219 10527DF T49 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:09 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-iduYW SenbBNusCpABj62jMMKSHwX26HDhmogOOytve0 5.7-12 11-0-0 16-4-4 — 20-6-9 — i 21-11-0 I { 5-7-12 5-4-4 — 5 4.4 — 4-2-5 1-4-7 5x6= Scale=1:45.1 4 i 7.00112 19 20 4 4x10 5 3 11 4x5= 18 10x14= 6x6_ 4x5 i 0 ' gcrii7 _ 13 12 10 N 1 2x4 II 2x4 II :� de _ a J ►� 9 4.00 12 r. 4x10 8 5 ' 2x4 II 5-7-12 11.0.0 16-4-4 20-6-9 21-11-0_ I 5-7-12 i 5-4-4 I 5-4.4 l 4-2-5 I 1-4-7 Plate Offsets(X,Y)-- L;0-1-3,0-1-7),[7:0-2-4,0-2-0],[11:0-7-0,0-3-111 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.14 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.38 11-12 >687 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.48 Horz(TL) 0.29 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. 8-13:2x6 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=868/0-5-8,8=868/0-4-8 Max Horz 1=-170(LC 10) Max Uplift 1=-226(LC 12),8=-229(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2315/680,3-4=-1806/496,4-5=-1829/508,5-6.1342/426,6-7=-975/269, 7-8=-868/243 BOT CHORD 1-12=-573/2052,11-12=-582/2077,10-11.545/2052,9-10=-539/2049 WEBS 3-11=-581/284,4-11=-317/1430,5-11=-564/269,5-9=-1039/249,6-9=-817/301, 7-9=345/1265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=45ft;L=24it;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0.0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0,Interior(1)20-6-9 to 21-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)1,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=226,8=229. =NM A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED M11EK REFERANCE PAGE 54N-7479 rev.10/03/2015 BEFORE USE. pa Ilest47e valid for use rally with Milekl connectors.lhfs design is based only upon parameters shown.awl Is for an Individual building component.not a tads system.Before use, tie bulking g designer must verity the applicability of design parameters and properly incorporate this design into the overall bolding design. Bracing indicated is to prevent buckling of Individual tris 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. Ira general guidance regarding the 6904 East Blvd. fabrication,storage.delivery,erection and bracing 01 trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Binding Component Tampa,04 Parke East 1 Safety Information cm/dial/len tr e houss Plate Institute.218 N.loo Street.Stile 312.Alexaldda.VA 22314. _-- Job Truss Truss Type Qty I Ply T9138220 10527DF T50 Scissor 1 • 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul27 09:11:10 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-ApSwjofPMSVITMOMI RdHGauUShFgnazMwPYNwgytve? 5-7-12 11.0-01 16-4-4 22-0-0 I 24-0-0 I 5-7.12 I 5-4-4 5.4.4 5-7-12 2-0-0 5x6- Scale=1:46.4 4 1011 7.00112 21 22 4x5 i 4x5 5 3 IejIPPIPIPPIIP° �� �1 t0 10x14= 4x5 4x51 6 m 2 6 11 940. 7 1 11� 2x4 II 2x4 I .1 �4 8 0- _.. 4.00 12 r. 5x6 I 6x6 :I 5-7-12 11.0-01 16.4-4 _ I 22-0-0 —1 1 5-7-12 l 5-4.4 5-4-4 5-7-12 Plate Offsets(X,Y)-_ (1:0-1-3,0-1-7),17:0-2-10,p-0-71,(10:0-7-0,0-3-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.43 9-10 >608 180 BCLL 0.0 . Rep Stress Incr YES WB 0.33 Horz(TL) 0.34 7 ria n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=875/0-5-8,7=1005/0-5-8 Max Horz 1=-207(LC 10) Max Uplift 1=-226(LC 12),7=-340(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2370/607,3-4=-1843/409,4-5=-1841/397,5-7=-2383/570 BOT CHORD 1-11=-412/2124,10-11=-416/2150,9-10=-395/2110,7-9=-385/2085 WEBS 4-10=-217/1480,5-10=-572/277,3-10=-581/308 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=251t;B=4511;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5)Bearing at joint(s)1,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=226,7=340. � I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE iff Design valid for use oily with Mltek7 connecters.This design Is taxed only upon paarreters shown,and is for at kidivldual building component,not a truss system.Before use.the building designer rnust verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent heckling of Irdlvkdual 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 inks,/and properly damage. For general guidance regarding tix; East Blvd. fabrication.storage,delivery,erection and tracing of tr sses and truss systems,seeANSI/IPit Ouaty Criteria,DSB-86904 9 and BCSI Building Component Tampa,04 Parke 33610 Solely Information available tan Truss Plate Institute,218 N.Lee Street,Site 312,Nexandrka,VA 22314. -_-_ _-_ Job Truss Truss Type Ory Ply T9138221 10527DF T51 Common Girder 1 n L Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:11 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-a?Olx7g 171dc5VzZ188W onRh95bl W 1kV93HxSGytve_ 5-5-10 10-11-3 16-4-12_ 18-7-8 I 5-5-10 5-5-9 5-5-9 1 2-2-12 5x6- Scale=1:65.6 7.00 NT 5 4x5 4x5 l.40000.7 ,.3x6i 3 4x5 II _o � 2 I 1 _AI I ..,:, ..............,.........,,,. ..., ,,....: 15 16 11 1017 18 19 9 20 2122 238 24"7 TH026 JUS24 4x6 Tr 7x6_ JUS24 7x10= 3x8 I. 6x6— 3x8 i i JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 5-5-10 10.11-3 16-4-12 18-7-8 I 5-5-10 I 5-5-9 I 5-5-9 I 2-2-12 I Plate Offsets(X,Y)- [4:0.1-12,0-2-01,[7:Edge,0.3-8],[8:0-5-0,0.4-8],(9:0.3-0,0-4-4],[11:0-4-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.09 9-11 >999 240 MT20 244/190 TCDL • 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.21 9-11 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 1.00 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:302 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS T-Brace: 2x6 SP No.2-6-7 Left:2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131-x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=4243/0-5.8,7=4667/0-5-8 Max Horz 1=342(LC 8) Max Uplift 1=-1206(LC 8),7.1696(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6309/1816,2-4=-3866/1205,4-5=-1159/392,5-6=-1091/415,6-7=-4336/1594 BOT CHORD 1-11=-1831/5379,9-11=-1831/5379,8-9=-1179/3276 WEBS 2-11=-556/2250,2-9=-2482/770,4-9=-1242/3854,5-8=-357/896,4-8=-3696/1323, 6-8=-1407/3857 NOTES- 1)2-ply truss to be connected together with 10d(0.131-x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45f1;L=2411 eave=4f1;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(lt=lb) 1=1206,7=1696. 8)Use USP THD26(With 16d nails Into Girder&NA9D nails into Truss)or equivalent at 1-9-4 from the left end to connect truss(es)to front face of bottom chord. 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2.0-0 oc max.starting at 3-9-4 from the left end to 17-9-4 to connect truss(es)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 106.7473 rev.10103/2015 BEFORE USE. la Design valid for use only with Mitek.)connectors.this design Is based only upon rxrameters shown.and Is for an individual bolding component,not a buss system.Before use,the balding designer must verify the ctppIicabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/cr 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 regartlng the East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,serf:ANSI/1Pl1 Quality Crlfeda,DSB-$9 and SCSI Buldi ng Component 690469 P.ParkeF33610as Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job 'Truss Truss Type !Dry I Ply T9138221 10527DF 151 Common Girder j 1 2 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries.Inc. Wed Jul 27 09:11:11 2016 Page 2 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-a?OIx7g 171dc5VzZ188W onRh95bl W tkV93HxSGytve_ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-5=-60,5-6=-60,7-12=-20 Concentrated Loads(Ib) Vert:15=-832(F)16=-826(F)17=-826(F)18=-826(F)19=-817(F)20=-826(F)22=-826(F)23_826(F)24=-829(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MilekB connectors.this design is based only upon parameters shown.and Is for an kndivkkmal bolding component.not a Buss system.Below use.the bxiidng 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 indlvkital tr ss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stdnllty and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage.delivery,erection and b rac oaf trusses and truss systems.seeANSl/TPI I Quality Criteria,058.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Qty Ply T9138222 10527DF T52 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:12 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgb06yy6Fp-6Cah8Thfu3lTjfXlsrftL?zxsV?FFZaf Nj 1 Uzjytvdz 3-10-8 H - , 3-10-8 1 7.00112 Scale=1:49.9 -.4 I'. 34 2 m I lie I r_lll 5 4 3 4x5= THD26 2x4 I 3-10-8 3-10-8 Plate Offsets(X,Y)-- (2:0-1-12.0-1.8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.04 3-4 >967 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MS Weight:49 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS T-Brace: 2x4 SP No.3-1-4 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) 3=476/Mechanical,4=476/Mechanical Max Horz 4=-86(LC 8) Max Uplift 3=-114(LC 7),4=-363(LC 8) Max Gray 3=476(LC 1),4=498(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=114,4=363. 6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 1-1 1-4 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)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 9)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:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:5=-665(B) opin.A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev.1003/2016 BEFORE USE. Design valid lor use only with Mulek®connectors.ills design Is based only upon parameters shown.and Is for an Individual building comlxment.not a truss system.Before use,the ti ildn{g designer must verify the applicability of design paanelors and properly hcorporate this design into tie overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and ix-swam-4Anbracing MiTek• Is always required for stability and to prevent collapse with possble personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.D5849 and SCSI Building Component 6904 Parke East Blvd. Safety information available Irons Truss Rate Institute,218 N.Lee Street,Suite 312.Nexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9138223 10527DF T53 Roof Special Girder ;1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:13 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-aO83MphHfNlKKp6xOZB_uCWOFuMV_oMocNmI W9ytvdy 5-5-10 10-11-3 16-4-12 21-3-0 26-1-4 30-11-834-10-8 38-9-8 40-7-8 5-5-10 1 — 5-5-9 I — 5-5-9 —� 4.10-4 4-10 4 - + 4-10-4 + 3-11-0 3-11-0 1-10-01 7x10 II Scale=1:85.5 7.00112 5 4x5 i 3x6 i 2x4 11 3 4 6 4x5 3x6 ry 2x4\\ , 7 28 NAILED 6x12= 2x4 II 7x10 9 NAILED 10 NAILED 1 _ ., o :n im 12]to 1 d r r' •!' b 21 31 32 20 3319 34 18 17 16 15 35 14 37 13 38 4x5= = 3x8 I 4x10- 4x5- 2x4 II 4x10= 2x4 II _ 5x6— 3x6= NAILED NAILED 3x8 II NAILED NAILED NAILED 0- -4 5=5-10 7-2-7 10-11-3 I 14-412 1 21.3. 0 26-1-4 �- 30-11-8 134_10-8 { 38-9-8 140-7-81 04 5-2-6 .2h1-8-13 3-8-12 • 3-5-9 6-10-4 4-10-4 4-10-4 3-11-0 3-11-0 1-10-0 Plate Offsets(X,Y)-- [1:0.3.8,Edge],[9:0-7-4,0-3.0],[11:0-3-12 0-1-121,112.0-3-8,Edge]z[20:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 • Vert(LL) -0.13 15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.31 15-16 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.92 Horz(TL) 0.03 1 n/a rile BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:236 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-7.0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 2x4 SP No.2*Except* WEBS 1 Row at midpt 5-20 5-20:2x4 SP No.1 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 1=-211/0-3-8,20=2846/0-5-8,12=652/0-5-8 Max Horz 1=-271(LC 6) Max Uplift 1=-476(LC 18),20=-1022(LC 8),12=195(LC 8) Max Gray 1=107(LC 17),20=2846(LC 1),12=660(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-13/1076,2-4=0/1125,4-5=-297/1578,5-6=-89/525,6-7=-147/527,7-9=-361/142, 9-10=-1768/535,10-11=-1768/535,11-12=-965/295 BOT CHORD 1-21=-971/109,20-21=-1203/376,18-20=-902/453,15-16=-414/1768,14-15=-410/1776, 13-14=-225/794,12-13=-229/792 WEBS 2-21=-344/236,4-20=-575/441,5-20=-2241/614,5-18=-383/1135,6-18=-324/222, 7-18=-793/304,7-16=-97/552,9-16=-1600/488,9-14=-314/230,10-14=-253/193, 11-14=-289/1034,4-21=-429/555 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=2511 B=45ft;L=24ft;eave=5(t Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Ops1. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=476,20=1022,12=195. 7)"NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25`)toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)89 lb down and 108 lb up at 38-9-8 on top chord. The desigrVselection 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 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MVTEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MllekP connectors.This design is based only upon rxxameters shown.and is for an Individual building component.reit a truss system.Before use,the building designer must verity the applicablity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of hxllvtdrrd truss web and/or chord members only.Additional temporary arid permanent braing MiTek is always required for stability and to prevent collapse with possible personal ttlury and property damage. For general guidance roaardng 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 Sheet.Suite 312.Alexandria.VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type Qty Ply 19138223 10527DF T53 Root Special Girder 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:13 2016 Page 2 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-aO83MphHfNtKKp6xQZB_uCWOFuMV_oMocNm1 W9ytvdy LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-9=-60,9-11=-60,11-12=-60,22-25=-20 Concentrated Loads(Ib) Vert:13=-8(B)35=-8(B)36=-8(B)37=-8(B)38=-4(B) a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MJTEK REFERANCE PAGE UP-7473 rev.IOW/201S BEFORE USE. ' I>r sign valki for use only with Malek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a tam system.Before use,the building designer must verify the appicablity of design parameters and properly Incorporate this design Into the overall :T balding design.Bracing Indicated Is to prevent buckling of Indvidal truss web and/or chord members only. Additional temporary and permanent bracing M I lek' Is always required for stabgBy and to prevent collapse wIth possble personal InIW and properly damage. For general guidance regarding the fabrication.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.Sidle 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type IQty ;Ply I T9138224 10527DF T54 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:14 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-2ahRZ9ivOg?Byzh8_GiDQQ3771haiFHyr1 Wb2bytvdx 5.5.1010.11.3 16-4-12 22-8-2 28-11-8 36-9-8 40-7-8 I 5-5-10 5-5-9 5-5-9 6-3-6 6-3-6 I 7-10-0 3.10-0 Scale=1:74.1 7x10 I I 7.00 12 5 /� i � 3x64x5 i 24 \ 25 4 4x5 3 6 2x4\\111/ c, 6x6_ 7x10 7 23 xx 27 28 ,n 1 o 6 9 ‘• W N r _ kl• 0I1E1 C3 3 I� 16 29 30 15 31 14 3213 12 33 11 10 455- 556=3x6= 3x8 II 4x5 -- 3x6 4x10- 2x4 i1 3x8 I I 0pp4 7-2-7 I —__144.12 I 22-8.2 28-11-8_ I 36-9-8 I 40-7-8 I 0-3-4 6-11-3 7-2-5 8-3-6 6-3-6 7-10-0 3.10.0 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[8:0-3-12,0.1-12],[9:0-3-8,Edge1,[15:0-3-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.13 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.34 10-11 >932 180 BCLL 0.0 * Rep Stress Incr YES WB 0.95 i Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:229 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-15 WEDGE T-Brace: 2x4 SP No.3-5-13 ' Left:2x4 SP No.2,Right:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=-74/0-3-8,15=2629/0-5-8,9=696/0-5-8 Max Horz 1=-271(LC 10) Max Uplift 1=-338(LC 22),15=-720(LC 12),9=-172(LC 12) Max Gray 1=227(LC 21),15=2649(LC 18),9=705(LC 22) I FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-185/826,2-4=-152/874,4-5=-248/1315,5-6=-305/234,6-7=-1503/529, 7-8=-1162/347,8-9=-1089/343 BOT CHORD 1-16=-669/224,15-16=-969/393,13-15=-787/415,10-11=-232/906,9-10=-236/901 WEBS 2-16=-401/231,4-16=-177/609,4-15=-674/315,5-15=-2035/608,5-13=-483/1399, I 6-13=-938/479,6-11=-593/1679,7-11=-1120/488,8-11=-27/278 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0pst;BCDL=5.0psf;h=25ft;B=45f1;L=2411;eave=511;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-4-12,Exterior(2)16-4-12 to 19-4-12,Interior(1)28-11.8 to 40-7-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=338,15=720,9=172. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1003/2015 BEFORE USE la Design valid for use only with Milek8 connectors.Ihls design is used only upon pcncrneters shown,and Is for an Individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent trickling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Inks)/and property damage. For general guidance regarding the East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria.DSB-86904 Parke 9 and BCSI BuBdVsg Comporwnt 6904 -F 33610 Safety Informaton available from Russ Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. I Job Truss j Truss Type City Ply T9138225 10527DF T55 I Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:15 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-W nFpnVjXA_72a7GKX_DSzdblXi 1 E Ri953hF8a2ytvdw 5-5-10 10-11-3 16-4-12 22.2.6 28-0-0 35-10-0 40-7-8 – -------- ----- — ------- – -- 5-5-10 5-5-9 5-5-9 5-9-10 5-9-10 + 7-10-0 4-9-8 Scale=1:74.1 7x10 l[ 7.00 i 12 5 Fri 4x5 i 24 /1 \ 25 3x6 2x4 II 3 4 6 a ar 2x4 \\ 1\ 7x10 6x6= 1 7 23 " 26 27 J 28 • 1 \ 9 6 i.iIo 16 29 30 15 3114 32 13 12 11 10 4x5= 5x6=3x6= 3x6= „ 3x81! 3x8 II 4x10- 4x5= 2x4 , 0-3-4 7-2-7 14-4-12 22-2-6 28-0-0 35-10-0 40-7-8 I I — I I f I 0-3-4 6-113 7-2-5 7-9-10 5-9-10 7.10.0 4-9-8 Plate Onsets(X,Y1-- [1:0-3-8,Edge),[8:0-6-O,Ege1,j9:0-3-8,Edge1115:0-3-0,0-2-12�_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.11 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.28 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES I i WB 0.91 Horz(TL) 0.02 9 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:227 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-15 WEDGE T-Brace: 2x4 SP No.3-5-13 Left:2x4 SP No.2,Right: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 Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=98/0-3-8,15=2362/0-5-8,9=790/0-5-8 Max Horz 1=-271(LC 10) Max Uplift 1=-208(LC 12),15=-857(LC 12),9=-196(LC 12) Max Gray 1=309(LC 21),15=2362(LC 1),9=801(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-258/508,2-4=-139/557,4-5=-153/985,5-6=-517/279,6-7=-344/106, 7-8=-1267/381,8-9=-1218/370 BOT CHORD 1-16=-559/187,15-16=-684/217,13-15=-566/352,11-13=-254/1266,10-11=-237/1001, 9-10=-240/996 WEBS 2-16=-385/244,4-16=-595/512,415=-630/527,5-15=-1750/519,5-13=-462/1321, 6-13=-483/292,7-13=-1185/426,8-11=-34/287,8-10=0/251 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=241t;eave=5f1;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 16-4-12,Exterior(2)16-4-12 to 19-4-12,Interior(1)28-0-0 to 40-7-8 zone;porch left exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wit fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=208,15=857,9=196. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE MR-7473 rev.1093/2016 BEFORE USE ii. Design valid for use only with!Metre connectors.This design Is bused only upon rxianreters shown,and is for an ksdMdual building component,not a truss system.Before use,the bilking 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 tr ss web and/or chord members only.Additional temporary and permanent tracing Milek• Is always required for stability and to proven]collapse with possible personal intro and property damage. far general guidcnce regarding the lab ricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute,218 N.Lee Street.Suite 312,AlexandrIa.VA 22314. ---- Tampa.FL 33610 Job Truss 'Truss Type Qty Ply I T9138226 10527DF T56 I Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:16 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-_zpB_rkAxl FuCHr W 5hkhVr8Zl6NpA9uFIL?h6Uytvdv 5-5-10 j____10-11_3_ a 16-4-12 21-2-6 26-0-0 29-11-0 33. 0.0 40-7-8 5-5-10 5-5-9 5-5-9 4-9-10 • 4-9-10 I 3-11-0 ' 3.11.0 6.9.8 -H Scale=1:74.9 7x6 II 7.00 riy 5 1 3x644x5 i 25 2x4 II 6 436�c6 6x6 !/ 74x5= l00026 a 27 8 �' 29� r` 24V •J _ la r., u i jn 17 31 32 16 3315 34 14 13 12 11 8 4x5= 5x6-3x6 4x10- 3x6=4x5= 4x5- 3x8 3x8 I 0- 4 7-2-7 14-4-12 21.2.6______ 26-0-0 33-10-0 40-7-8 04 6-11-3 I 7-2-5 I 6-9-10 + —4-9-10 I 7-10-0 I -- 6-9-8 Plate Offsets(X,Y)-- [1:03-8,Edge],[5:0-1-12 Edge],[10:0-3-8,EdgeL[16:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.22 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.02 10 n/a rVa BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:235 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-1.8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-16 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 1=236/0-3-8,16=2149/0-5-8,10=865/0-5-8 Max Horz 1=-271(LC 10) Max Uplift 1=-256(LC 12),16=-782(LC 12),10=-222(LC 12) Max Gray 1=373(LC 21),16=2149(LC 1),10=879(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-375/410,2-4=-256/450,4-5=-65/722,5-6=-592/325,6-7=-439/176,7-8=-1031/361, 8-9=-1013/396,9-10=-1266/388 BOT CHORD 1-17=-418/286,16-17=-455/136,14-16=-383/285,12-14=-183/1023,11-12=-262/1125, 10-11=-218/1003 WEBS 2-17=-374/240,4-17=-585/496,4-16=-628/524,5-16=-1542/431,5-14=-453/1252, 6.14=-400/252,7-14=-964/362,7-12=-57/293,9.11=0/337 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24th eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-010 3-0-0,Interior(1)3.0.0 to 164-12,Exterlor(2)16-4-12 to 19-4-12,Interior(1)26-0-0 to 40-7-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=256,16=782,10=222. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. • Des1(Tr valid for use only with MIlekty connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not 14111 a truss system.Before use,the building designer must verify Ito applicability of design parameters and properly incorporate this design into the overall Ixidirsg design. Bracing Indicated Is to prevent buckling of IrsdMdual truss web and/or chord members only. Additional temporary and permanent bracing MiDek' Is always required for stability and to prevent collapse with possible rx'rsorral kyr sy and property damage. For general grldcnce regarding the fatalcatkxt 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 avdlable from Truss Plate Institute.218 N.lee Street.Suite 317.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 19138227 10527DF T57 ,Roof Special 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:17 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-T9NaBBIoibNl pQQif PFw22hgwW gW vfPDX?kFlwylvdu 5-5-10 10-11-3 16-4-12 24-0-0 31-10-0 36-2-11 40.7.8.. 5-5-10 I 5-5-9 I 5-5-9 I 7-7-4 7-10-0 I 4-4-11 I 4-4-13 Scale=1:79.1 8x12 MT2OHS I 7.00 I12 5 4x5 i 23 1 311411 x6 i \ 24 3 4 5x12 6x6 // .' 6 - 2x4\\ �� 2526 r 2 27 2x4. 8 22 28 1 ��, eS co 9 m 15 29 30 i4 3113 32t2 11 33 10 4x5= 5x6=3x6= 3x8 I 3x8 II 4x5= 4x10= 3x6- 0-3r4 7-2-7I 14.4.12 I 24-0-0 I 31-10-0 I 40-7-8 0.3-4 6-11-3 7-2-5 9-7.4 7-10-0 8-9-8 Plate Offsets(X,Y)-- (1:0-3-8,Edg01,[6:0_5-8,0-3-0],19:0-3-8,Edge],[14:0-3-0,0-2-121 _- I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.27 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.62 Vert(TL) -0.54 12-14 >584 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ina YES WB 0.73 Horz(TL) 0.02 1 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:227 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-14 WEDGE T-Brace: 2x4 SP No.3-5-12 Left:2x4 SP No.2,Right: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. I REACTIONS. (lb/size) 1=221/0-3-8,14=2173/0-5-8,9=857/0-5-8 Max Horz 1=-271(LC 10) Max Uplift 1=-224(LC 12),14=-833(LC 12),9=204(LC 12) Max Gray 1=373(LC 21),14=2226(LC 2),9=871(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-372/348,2-4=-253/390,4-5=-122/748,5.6=-1011/414,6-7=-883/344, 7-8=-1073/344,8-9=-1293/404 BOT CHORD 1-15=-438/285,14-15=-529/198,12-14=-421/326,10-12=-11/691,9-10=-268/1065 WEBS 2-15=-385/246,4-15=-603/493,4-14=-600/519,5-14=-1553/522,5-12=-558/1686, 6-12=-1031/543,6-10=-136/256,7-10=0/270,8-10=-333/177 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0.0 to 16-4-12,Exterlor(2)16-4-12 to 19-4-12,Interior(1)24-0-0 to 40-7-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=224,14=833,9=204. 8)Warning:Additional permanent and stability bracing for truss system(not part ofthis component design)is always required. is 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/73/2015 BEFORE USE. Design valid for use only with MI lek8,connectors.This design is based only upon parameters shown,and is Mr car,individual trilding component,not a truss system.Before use,the 1.xdk5ng designer must verify the applicab illy of design parameters and Ixoperly Incorporate th s design Into the overall b ldtng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members.;wily. Addtional temporary and permanent bracing MiTek• Is always requked for stability and to prevent collapse with posstile personal Filmy arid property damage. For general guidance regarding the fabicatlon,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safely Inforrnalon available from Truss Nate Institute,218 N.Lee Sheet,Suite 312 Alexandria,VA 22314. Tampa.FL 33610 !Job I Truss Truss Type I Qty Ply 758 ,Roof Special 1 1 10527DF __ _ Job Reference(optional) T9138228 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:18 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-xMxyPXIQTvVcRa?vD6m9bGDrmv4Ze67XmfUoBMytvdt 5.5.10i 10.11.3 i 16-4-12 I 22-0-0 �_ 29-10-0 ___..__._.-__,_ 35-2-111 _ 40-7-8 I 50•••••• •-5-10 5-5-9 5 5 9 5-7-4 7-10-0 5-4-11 5-4-13 Scale=1:73.5 6x8 7.00 12 5 fr: 4x5 24 3x6 i i \ 25 5x12= 6x6 I/ 4 6 T 347 f.; 28 2x4\\ 4x5 2 8 23 I 29 `b 1 \I. 9h• - _. .. -----�—�---u :ice.-� -�.,. -- - e' b 16 30 31 •15 3214 33 13 1234 11 10 4x5— 5x6=3x6= 4x5= 3x6 3x8 I 4x10= 2x4 II 3x8 I I �(4 7-2-7 14-4-12 22-0-0 29-10-0 35-2-11 40-7-8 03 4 6 113 I 7.2.5 — — 7-7 4 7-10 0 I 5 4-11 I 5-4-13 Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[5:0-4-0,0-1-81,[6:0-5.8,0-3.0],[9:0-3-8,Edge],[15_0-3-0,0-2_121_—_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.09 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.19 11-13 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.76 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:236 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-15 WEDGE T-Brace: 2x4 SP No.3-5-13 Left:2x4 SP No.2,Right:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'(3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=285/0-3-8,15=2074/0-5-8,9=892/0-5-8 Max Horz 1.271(LC 10) Max Uplilt 1=-255(LC 12),15=-784(LC 12),9=-221(LC 12) Max Gray 1=397(LC 21),15=2122(LC 2),9=907(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-417/408,2-4=-298/447,4-5=-49/629,5-6=-744/377,6-7=-830/360,7-8=-1010/358, 8-9.1366/402 BOT CHORD 1-16=-382/322,15-16=-418/139,13-15=-353/284,11-13=0/511,10-11=-258/1113, 9-10=-258/1113 WEBS 2-16=-374/241,4-16=-588/492,4-15=-620/523,5-15=-1477/446,5-13=-497/1470, 6-13=-989/529,6-11=-173/433,8-11=-490/200 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=511;Cat. It;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-4-12,Exterior(2)16-4-12 to 19-4-12,Interior(1)22-0-0 to 40-7-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=255,15=784,9=221. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MN-7473 rev.10.832015 BEFORE USE. Design valid for use only with Woke connectors.this design k based only utxxr parameters shown.and Is for an individual building component.riot , a truss system.Before use,the Ixikting designer must verily the a14iIcablity of design poexneters and property incorporate this design Into tie overall Ixilding design. Bracing indicated Is to prevent bucktir xi of IrxiNlduxi truss web and/or chord members only. AdCIltkmil temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage-delivery.erection and bracing of trusses and tr ss systems.seeANSI/TPI l Quality Criteria,DS849 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 IJob Truss Truss Type Oty Ply T9138229 '10527DF i T59 Roof Special 1 1 L __.__ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:19 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-PYVKctm2EDdT3ka5mg1O7Tm2hJl UNVyh_JDMjpytVds 16--4---12 3 84-1 25-5-0 7-10-0 33-143 -11-a 42-1-8 1 8-0.1 i 64 11 1-7-416-0-0161-8 00-h 2 3-2-8 3.6.88 I 1 10.8{ 22 5-0 ' 5-3-8 5-3-8 f 9-6-8 2.2.0 0-4-12 Scale=1:78.1 Sx12= 7.00 Fl 4x5 i 5 27 4 .1 4x5= 7x10 i 26 r 6 3x6 7 28 r4� 2x4 11 30 / 29 2x4 11 2 °•°; 9 • • 7x10= 4x5= °b 25 10 11 1 111 ^awl►. lb ,s , l 21 31 20 19 18 32 33 17 34 35 15 14 13 12 = 4x10= 7x10= II 4x5= 2x4 7x10 4x5- ^ 2x4 Il 2x4 II 4.00 128x10=- 16412 164.12 00�3344 8-0-1 14-4-12 ,16-0-0 161-8 20.0-0 23-6-8 I2s•s-0 _27.10.0 33-1-8 I 38.6-0 p9.11-88 42-1 0.3.4 7-8-13 1 6-4-11 1-7-4 0412 3-2-8 3-6-8 1-10-8 2-5-0 5-3-8 53.8 1.68 2-2-0 0-4-12 Plate Offsets_(X,Y)-- [1:0-3-8,Edge],[10:0.6-8,Edgej,[11:0-2.00-2-0],[13:0-5-0,0-3-7],[16:0-5.0,0-3-0117:0-4-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.21 21-24 >822 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.84 Vert(TL) -0.63 17-18 >524 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:275 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEDGE WEBS T-Brace: 2x4 SP No.3-6-18,4-19,4-21 Left: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) 12=1267/0-3-8,1=901/0-3-8,19=1190/0-5-8 Max Horz 1=-253(LC 10) Max Uplift 12=-286(LC 12),1=-352(LC 12),19=-656(LC 12) Max Gray 12=1299(LC 18),1=901(LC 1),19=1192(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1259/565,2-4=-1240/785,4-5=-967/328,5-6=-867/271,6-7=-1399/441, 7-8=-1527/464,8-9=-2656/779,9-10=-2574/613,10-11=-2397/587,11-12=-1266/356 BOT CHORD 1-21=-410/993,19-21=0/668,18-19=0/668,17-18=-102/1122,16-17=-179/1384, 15-16=-230/1443,14.15=-1015/4042,13-14.1006/4031 WEBS 2-21=-543/370,6-18=-1222/459,6-17=-186/506,7-17=-698/250,7-16=-103/521, 8-15=-392/1241,9-15=-476/287,10-15=-1892/567,10-13=-1945/499,11-13=-637/2633, 5-18=-246/970,4-19=-894/634,4-21=-839/773 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25th B=45ft;L=24ft;eave=5ft Cat. II;Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0-0 to 16-4-12,Exterior(2)16-4-12 to 19-4-12,Interior(1)20-0-0 to 41-11-12 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 12=286,1=352,19=656. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 148.7473 rev.1003/2015 BEFORE USE. Design valid tor use only with MilekQS connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Setae use-the building designer must verify the app>Ik:at lily of design pxxanleters and properly incorporate this design into the overall buNdng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addtiaxi temporary and permanent bracing MiTek" is always required for stahilty and to prevent collapse with possible.personal Injury and protx,rty damage. For general grikkxr:r;regarding the 1clbricatkrn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualify Criteria,DS8.89 and BCSI Banding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet Suite 312.Nexundrks.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T9138230 10527DF T60 Roof Special 1 1 Job Reference(optional) i Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:20 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-tk3igCng?W IKgu9HKXpdghJEtjgs6_3gDzzvGFylvdr 23.6-8 7-8-1 15-4-0 17-5-819-4-0 22-2.0 23-7c8 26-1-0 ,27-7-8 32-8-4 37-9-0 ,39-3-8. 42-1-8 7-8-1 I 7-7-15 12-1-8 1 1-10.81 2-10-0 5.8 i 2-6.8 '1-6-81 5-0-12 I 5.0.12 1.6.8' 2.10.0 I 0.11.0 Scale=1:77.2 3x6= 7.00 NT 2x4 I1 3x6= 6x6= 5x12 4 5 6 7 3x6= 8x10 3x6 i 9 10 27 .,�• / g�� Ili 4x5-i 3�+ 29 2x4 I! c7 2NN 12 M T IINIIIINi °' 0-i( 166x6= 4x5= 26 13 14 I lissc'1:3 o O d 22 21 20 31 32 19 4x10=33 34 16 15 3x8 2x4 I! '= 5x8= 7x10 8x10 6x8= 2x4 11 4.00 Fii 23-6-8 0 3 _ 7-8.1 - — 14-2-0 )5-4-0 17-5-8 .19-4•0 I 22.2-0 22-7r8 I 26.1.0 127-7-8} 32 0-4 I 37-0-o ,39-3-8, 4z-1 e ww 44 7.4.13 6-5-15 1-2-0 2-1-8 1-10-8 z-1ao 0-510- 2-6-8 168 so-iz 5-0.12 1-6.8 2.100 0-11-0 Plate Offsets(X,Y.)-- [1:0-3-8,Edge],[5:0-4-0,0-2-416:0-3-8,0-2-4[8:0-4-0,0-2-4(9:0-4-8,Edge],[11:0.4-1,Edge],[14:0-2-4,0-2-4[18:0-5-0,0-3-4],[19:0-4-0,0-2-8], [20:0-4-0,0-2-12] _- LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.28 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.57 19-20 >586 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.15 15 n/a n/a BCDL 10.0 L Code FBC2014/TPI2007 Matrix-MS Weight:260 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEDGE 6-8-11 oc bracing:16-17. Left:2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-2-20,4-20,7-20 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) 15=1034/0-3-8,1=442/0-3-8,20=1883/0-5-8 Max Horz 1=-231(LC 10) Max Uplift 15=-234(LC 12),1=244(LC 12),20=-812(LC 12) Max Gray 15=1048(LC 22),1=506(LC 21),20=1883(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-563/377,2-4=-109/316,7-8=-778/321,8-9=-703/294,9-10=-771/304, 10-11=-969/358,11-12=-1994/643,12-13=-19211485,13-14=-2078/521,14-15=-1018/307 BOT CHORD 1-22=-272/405,20-22=-272/405,19-20=0/395,18-19=-66/771,17-18=-138/966, 16-17=-875/3166 WEBS 2-22=-334/285,2-20=-666/669,10-18=-153/579,12-17=-447/272,13-17=-1605/535, 14-16=548/2230,11-18=-284/156,11-17=-377/1140,10-19=-780/311,7-19=-244/850, 13-16=-1362/444,4-20=-494/267,7.20=-1098/415 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3.0.0,Interior(1)3-0-0 to 15-4-0,Exterior(2)15-4.0 to 17-5-8,Interior(1)19-4-0 to 27-7-8,Exterior(2)27-7.8 to 30-7-8,Interior(1)37-9-0 to 41-11-12 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=234,1=244,20=812. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 A A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MSF-7473 rev.18513/2015 BEFORE USE. NI Design valid for use only with Mllek6e connectors.This design Is based only upon parameters shown,and Is lot an IrdMdual building component.not a truss system.Before use,the building designer must verify the arpilcubltty of design ixxcmeters and property incorporate thus design into the overall baking design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding time fabrication,storage.delivery,erecikn and bracing of hisses and truss systems,seeANSI/l141 Qualify Criteria,DS13-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inform:Mon available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type Qty Ply T9138231 10527DF T61 Roof Special 1 1 I ;Job Reference(optional)__ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:21 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-Lxc41 YolmgtBl2kUuEKsCurNw70XrT3_SdiSohytvdq 24-7-8 1 6-8-1 13-4-0 17-9-12 I 223.8 23-68 26-6-8 29.7.8 35-9-0 38-10-0 i 42-1-8 68-1 67.15 4-5-12 4-5-12 13.0 1.1.0 1-11-0 3-1-0 6-1-8 3-1-0 3-3-8 Scale=1:75.7 6x6 11 4x5= 7x6= 3 23 4 24 5 6x6= 6x6 11 :4 11i�6 h \ 864 7.00 12 22 I I/ 9 I 21 274/110- o 14. $_.. $�13 12 �: 11 16 15 28 29 14 3x6--r-- 17 4x10= 6x8= 10 2x4 'I 3x6= 5x8= 7x10= 2x4 I I 3x8 i I 4.00 12 24-7-8 0.1.4 6.8.1 13-4-0 tp-2-9 22-3-8 �3-6-BI 1 26-6-8 29-7-8 1 35-9-0 1 38.10-0 1 42-1-8 1 0,314 64.13 6-7-15 1 8.1.8 1-3-01-14 1-11-0 3-1-0 61.8 3-1-0 3-3-8 Plate Offsets(X,Y)-- [1:0-3-8,ge],[14:0-6-8,Edge],[15:0-4-0,0-2.121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (IOC) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.28 14-15 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.68 Vert(TL) -0.55 14-15 >603 180 BCLL 0.0 " Rep Stress Incr YES WB 0.75 Horz(TL) 0.09 10 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:255 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE WEBS T-Brace: 2x4 SP No.3-2-15,4-15,3-15 Left:2x6 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6ln o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 10=819/0-3.8,15=2530/0-5-8,1=9/0-3-8 Max Horz 1=-182(LC 10) Max Uplift 10=-203(LC 12),15=-917(LC 12),1=-263(LC 22) Max Gray 10=826(LC 22),15=2530(LC 1),1=237(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-101/710,2-3=-340/1104,3-4=-238/972,4-5=-334/196,5-6=-389/192, 6-7=-789/302,7-8=-968/270,8-9=-944/224,9-10=-812/263 BOT CHORD 1-17=-587/48,15-17=-587/48,14-15=-434/236,13-14=-33/394,12-13=-24/392, 11-12=-526/1659 WEBS 2-17=-328/295,2-15=-702/683,4-15=-1351/514,4-14=-361/1141,6-14=-826/361, 6-12=-183/616,8-12=-956/406,8-11=-876/370,9-11=-251/1109,3-15=-814/349 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3.0-0,Interior(1)3-0-0 to 13-4-0,Exterior(2)13-4-0 to 24-7-8,Interior(1)24-7-8 to 41-11-12 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=1b) 10=203,15=917,1=263. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. till- 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MI1ek0 connectors.This design Ls based only upon parameters shown.and Is for an individual buNding component,not a truss system.Before use,the bulkiing designer must verify tlx:applicability of design parameters and properly Incorixrate this design into lite overall balding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Addlfional temporary a d permanent bracing MiTek' is always requ.4ed for stability and to prevent collapse with possible personal hluy and properly damage. for 4tarxeral guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and tr ss systems.seeANSI/IPI1 Guilty Criteria,DS8-89 and BCSI Building Component 6904 Parke East Bed. Safety Information available from Truss Plate Institute.218 N.Lee Street.stile 312.Nexarldrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty Ply T9138232 10527DF !162 Roof Special 1 1 Job Reference(optional"_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:22 2016 Page 1 ID:ZvE HhD3nwKhu01 BPUOgbD6yy6Fp-p7ASF uowX8?2wClgSyr516OXZXN LayW 7gHSOK8ytvdp -6-0-1______ 12-0-0 17-9-12 _237-6 25-11-8 ___ 30-11-8 34-5-0 38-10-0 42-1-8 6-0.1 5.11.15 5-9-12 5-9-12 —-_-f--2.4.0 5-0-0 3-5-8 4-5-0 ---{- 338 Scale=1:75.7 7x10 4x5= 3x6 3 23 24 4 25 5 7x6= 6x6 /! 7.00 12 IBS �6 22 / \ / 6x6= \ 7Q> 4 28 9 Cf 2 °? a7— n I � � 21 \ �I N N II.s -- --- N 13 12 1 Id 17 30 16 31 -15 32 33 14 4x6= 4x10= 6x8= 10 4x5= 3x8 I I 3x6 5x6= 6x8= 2x4 II 4.00 FIT 0*4 6.0.1 I 12-0-0 114.412 , 23-6-8 2317.826.6.8 30-11-8 34-5-0 1 38.10-0 I 42-1-8 I 0--4 5-8-13 5-11-15 2-4-12 ' 9.1.12 0-1-0 2-11-0 4-5-0 3.5.8 4.5-0 3.3.8 Plate Offsets.IX,Yj-- [1:0-3-8,Edge],(5:0-4-0,0-2-41,[14:0.4-0,00-2-8],115:0-3-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. IDEFL. in (lac) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 j Vert(LL) -0.24 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.57 13 >585 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:238 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE WEBS T-Brace: 2x4 SP No.3-3-17,3-15,4-15 Left: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) 10=815/0-3-8,15=2520/0-5.8,1=24/0-3-8 Max Horz 1=149(LC 12) Max Uplift 10=-240(LC 9),15=-871(LC 12),1=-307(LC 11) Max Gray 10=817(LC 22),15=2520(LC 1),1=241(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-150/653,2-3=-205/644,3-4=-222/1077,5-6=-317/207,6-7=-885/358, 7-8=-1080/382,8-9=-645/179,9-10=-794/297 BOT CHORD 1-17=-604/88,15-17=-801/199,14-15=-521/158,13-14=-202/528,12-13=-192/533, 11-12=-495/1357 WEBS 2-17=-521/312,3-17=-820/830,3-15=-1094/608,4-15=-1447/539,4-14=-298/1102, 6-14=-8471380,6-12=-128/504,7-12=-50/298,8-12=-621/292,8-11=-856/380, 9-11=-212/830 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to 25-11-8,Interior(1)25-11-8 to 41-11-12 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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 tit between the bottom chord and any other members,with BCDL=10.0psf. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=240,15=871,1=307. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10m31201$BEFORE USE. mil. Design valid for use only with Mllek8 connectors.Ills design B based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly incorporate this design into the overall bulking design. Bracksg indicated Is to prevent buckling of IrdlAclual truss web and/or chord members only. Additional temporary and permanent Ivax.ing I MiTek- B always required tax stability and to prevent collapse with possible personal trim and property damage. For general guidance regarding the fabrbalton,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Ctiterla,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. Tanya,FL 33610 I Job Truss Truss Type Qty Ply T9138233 10527DF T63 Roof Special 11 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:23 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-HJkrSEpZIR7VXLts?IMKlJxhowmpJ KQGvxBZsaytvdo 4.9.8 + 9-3-8 _ ___ 15-8-4 160]12__.22-10-0 124-11-01 27-3-0 , 32-8-4 I 38-1-8 41-5-0 I 4-9-8 4-6-0 6-4-12 0-4-8 6.9.4 2-1-0 2-4-0 ' 5-5-4 5-5-4 3-3-8 Scale=1:73.9 7x10 4x5= 2x4 ! 74 7 00 Fri- 4 26 5 27 6 7 3x6= 400= 455= *�� ii�8 g 2x425 \ I �-.28 710 w. 3 8x6 i 24 M 6 Ji 2 LN 1 �� .• \j A = lg 1 rI 14 t3 • _ 12 19 18 30 17• 16 31 15 6x8= 2x4 II 6x8= 11 3x6= 5x6= 7x10= 2x4 II 4x12 II 4x5= 4.00112 12 1864 9-3-8 135-6 14.62,1S�P14 22.104 I 25.10.0 127-3-01 32.8- I 38-1-8 I 41-5-0 { 9-3-8 4-t-14 I.2.1 0.110 611.2 30-0 1.80 5-5-4 5'54 338 1-0-2 Plate Offsets(X,Y)-- [1:0-3-8,Edge],(4:0-6-O,Edge1,115:0.4-0,0-2-81,116:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.21 19-22 >760 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.33 19-22 >492 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.95 I Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Il Weight:24.8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 WEBS T-Brace: 2x4 SP No.3-4-16,5-16 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. All bearings 0-3-8 except(jt=length)16=2-5-8,16=2-5-8. (Ib)- Max Horz 1=167(LC 12) Max Uplift All uplift 100 lb or less at joint(s)17 except 1=-320(LC 11),11=-247(LC 9),16.960(LC 12) Max Gray All reactions 250 lb or less at joint(s)1 except 11=616(LC 22),16=2802(LC 1),16=2802(LC 1) 1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-707/664,3-4=-43/808,4-5=-544/1639,5.6.105/343,6-7=-109/349, 9-10=-336/103,10-11.590/262 BOT CHORD 1-19=-502/62,17-19=-678/29,16-17=-678/29,15-16=-1639/611,13-14=-295/754, 12-13=-295/754 WEBS 3-19=-443/302,4-19=-480/485,4-16=-1483/890,5-15=-589/1711,6-15=-301/181, 7-14=-119/481,9-14=-872/367,9-13=0/290,9-12=-510/235,10-12=-127/481, 5.16=-1578/653,7-15=-774/251 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45f1;L=24ft;eave=5ft;Cat. ll;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0.0,Interior(1)3.0.0 to 9-3-8,Exterior(2)9-3-8 to 27-3-0,Interior(1)27-3-0 to 41-3-4 zone;porch left exposed;C-C tor members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17 except(jt=1b) 1=320,11=247,16=960. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.IM03/201S BEFORE USE. I I Design valid for use only with Mlltheia%connectors.this design is based only upon parameters shown,and is for an IndividIndividualtxllding component.not Niel(' " ei• a truss system.Before use,Ibuilding designer must verily the appllcabiity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web ad/or chord members only. Additional temporary and permanent bracing MI l is always required for stability and to prevent collapse with possible personal knluxy and property damage. For general guidance regadng the Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria.DSB-89 and BCSI Building Component 690469 P.Parke FL Est0 Safety Information avdkible from truss Plate Institute,218 N.lee Street.Suite 312.Alexandria-VA 72314. Job Truss Truss Type Qin Ply 19138234 10527DF T64 Roof Special I 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:24 2016 Page 1 ID:ZvE HhD3nwKhu018PUOgbD6yy6Fp-I W IDfagB31Gm9VS3ZNtZgXTraK3o2sqQ8bx7POylvdn 7-3-8 15-8-4 —+- 22.10-0 , 25-1O-026-11029-3-0 $ 33-8-4 1 38-1-8 41-5-0 { I 7-3-8 + — 8-4-12 7-1-12 3-0-0 1.1.0 2-4-0 • 4-5-4 4-5-4 3-3-8 Scale=1:73.9 8x10 4x5= 3x6= 4x5- 7x10 7.00 12 3 25 26 4 5 6 27 7 q _ lir ! iii` 8 4x5= 10 it • 24 28 m a: 5x6 i 23 1 m 01 0 c7) l'fo =r%.~ 13 - 1$. 18 17 16 15 7x10= 4x10= 6x8= 11 2x4 I 3z6 5x6= 7x10= 2x4 II 4x10 I! 4.00 12 7-3-8 15-8-4I 22-10.0 } 25.10.0 211.029.3-0 1 38-1-88 _ . 41-5-0 r I 7-3-8 I 8-4-12 7-1-12 3-0-0 1-d 2.4-0 8-10-8 ' 3-3-8 - Plate Offsets(X,Y)-- [1:Edge,0-0-0],[3:0-4-1,Edge],[14:0-5-0,0-3-7],[15:0.4-0,00=2-8],[16:0-3-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.17 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.48 12-13 >634 180 BCLL 0.0 • Rep Stress Incr YES WB 0.62 1 Horz(TL) 0.08 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:226 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 WEBS T-Brace: 2x4 SP No.3-3-16 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=356/0-3-8,11=857/0-3-8,16=2088/0-5-8 Max Horz 1=120(LC 12) Max Uplift 1=-332(LC 12),11=-306(LC 9),16=-734(LC 12) Max Gray 1=445(LC 21),11=857(LC 1),16=2095(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-419/510,3-4=-115/890,4-6=-538/270,6-7=-914/413,7.8=-2110/758, • 8-9=-1746/601,9-10=-802/239,10-11=-848/321 BOT CHORD 1-18=-447/285,16-18=-457/290,15-16=-890/154,14-15=-223/498,13-14=-390/1025, 12-13=-647/1655 • WEBS 3-18=-335/336,3-16=-1065/695,4-16=-1416/546,4-15=-432/1545,6-15=-912/401, 6-14=-250/744,8.13=-1166/457,9-13=0/254,9-12=-993/474,10-12=-283/1001, 7-14=-454/130,7-13=-460/1490 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25th B=45ft;L=24ft eave=5tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-3-8,Exterior(2)7-3-8 to 29-3-0,Interior(1)29-3-010 41-3-4 zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=332,11=306,16=734. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. � I A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE Mf1-7473 rev.1003/2016 BEFORE USE. pill Design valid for use only with Mileka connectors.This design Is based only upon rxaarneters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design patcaneters and property incorporate this design Into the overall Wel( design. 8rcx:Ing Indicated Is to prevent txrckling of Individual trusstemporary web and/or chord members only. Additional temary taxi permanent bracing Is always required for stability and to prevent collapse with possbie personal injury and properly damage. For general guidarwe regarding the fabiatkn,storage,delivery,erection and bracing or trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ,Qty I Ply T9138235 105270F T65 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:27 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-A5_LIcs3MgeLOzBdEVRGS951UY12F7?sgZ9n?Lytvdk 5-3-8 10-6-12 _ I 15-8-4 16i-11.13 22-10.0 25.10-0 28-11-0 31.3.0 34-8-4 38-1-8 41-5-0 5-3-8 5-3-4 5-1-8 1.3-9 5-10-3 3.0-0 3.1-0 ' 2-4-0 I 3-5-4 I 3-5-4 I 3-3-8 I Scale=1:75.0 NAILED NAILED NAILED 4x6= NAILED NAILED NAILED NAILED NAILED 6x6 \'r 4x5= 3x8 MT2OHS= 4x10 7x10 2 NAILED 7.00 j-12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 30 3 31 32 33 4 34 35 36 5 6 37 38 39 7 40 41 42 8 NAILED �trt," w is 71 in__ :4 r _ i❑ ru 6x6— 4x5= NAILED NAILED 4x6= NAILEDX a�r` 43 44 10 45 46 47 46 11 i 2 4100.9 r aro 5x6 i 27 �:-///:-....4141o, co 12 / wv CV I w� ( Id' ! - 5916 60 15 14 61 62 63 64 6513 66 22 21 >]§ 1856 17 4x5- 4x5- NAILED 7x14 MT2OHS= 12 4950 51 52 53 54 20 57 58 6x8= 6x8= 6x6= NAILED NAILED NAILED NAILED 3x4 I I 4x10 H NAILED 4x5= NAILED 5x8 Job Truss Truss Type Qty I Ply T9138235I 10527DF T65 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:27 2016 Page 2 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-A5_LIcs3MgeLOzBdE VRGS951UY 12F7?sgZ9n?Lytvdk LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-8=-60,8-9=-60,9-11=-60,17-23=-20,16-17=-20,13-16=-20,12-13=-20 Concentrated Loads(Ib) Vert:8=-33(F)17=-60(F)4=-97(F)21=-60(F)7=-97(F)15=-169(F)10=-5(F)27=-58(F)29=-13(F)31=-97(F)33=-97(F)35=-97(F)36=-97(F)37=-97(F)38=-97(F) 39=-97(F)40=-47(F)42=-33(F)45=-5(F)46=-5(F)48=-21(F)49=-110(F)50=-144(F)51=-204(F)52=-60(F)53=-60(F)54=-60(F)55=-60(F)56=-60(F)57=-60(F) 58=-60(F)59=-138(F)60=-169(F)61=-186(F)62=-200(F)63=-84(F)64=-84(F)65=-84(F)66=-38(F) a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.1010./2015 BEFORE USE. IANf Design valid for use only with Mllekt)connectors.this design k based only upon parameters shown.and Is for an individual[wilding component not a truss system.Before use.the building designer roust verify the applicability of design parameters and properly Incorporate ttYs design Into the overall txldIng 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 stablily and to prevent collapse with possible personal Imlay and properly damage. For general guidance regarding the Parke Eest BHd. fabrication,storage,delivery,erection and bracing of tr sses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Bu/dkng Component 6 69904 04 P,rk East 0 Safely Information avdlabte from Truss axiri Plate Institute,218 N.Leo Street.Suite 312.Alexa-VA 22314. __ Job Truss I Truss Type 1 Oty I Ply T9138236 10527DF T66 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:28 2016 Page 1 I D:ZvE HhD3nwKhu018PU0gbD6yy6Fp-eHYkVxth7_mCe7mgoDyV_NeiAxZN_o703DvKYnylvdj 8.0.0 { 16-0-0 i - — eo 8-0-0 o 5x6= Scale=1:29.0 6 7 5 7.0072 I8 4 r 9 3 10 2 V 11 20 19 18 17 16 15 14 13 12 3x4 i 3x4 v 16-0-0 16-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25BC 0.03 Vert(TL) n/a - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-S I Weight:82 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 16-0-0. (Ib)- Max Horz 1=-124(LC 10) Max Uplift All uplift 100 lb or less at joint(s)17,18,19,20,15,14,13,12 Max Gray All reactions 250 lb or less at joint(s)1,11,16,17,18,19,20,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.0psh h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-6-0 to 3-6-0,Exterior(2)3-6-0 to 8-0-0,Comer(3)8-0-0 to 11-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. . 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,18,19,20,15, 14,13,12. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1003/2015 BEFORE USE i Design valid for use only with Mileie1 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bxiking designer must verify the applicability of design parameters and properly incorporate orate this design Into the overall MiTek' bullii ng design. Bracing indicated Is to prevent buckling of in vIdual truss web and/or chord members only.Additional temporary aid permanent bracing is always rec./tired for stability and to prevent collapse with possible personal trim and property damage. For general guidance regarding the Ease Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems.see.ANSt/IPt l Quality Criteria,DSB-89 and SCSI Buk9ng 6904 Parket Component Tampa,04 E3s Safety Informafon avcilabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. - __ — _ Job Truss Truss Type i Ory Ply i 19138237 10527DF VM01 Valley 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Wed Jul 27 09:11:29 2016 Page 1 I D:ZvE HhD3nwKhu018PUOgbD6yy6Fp-6T56j HuKtHu2FGLOMwTkXaBshLucjF79Ht114Eylvdi 7.5-8 { _14.11-0 i 7-5 8 7-5-8 Scale=1:25.1 5x6= 3 11111111 7.0012 10 9 2x4 I I 42x4 I 2 PI 5 1 1 .AI^ r. 7 6 3x4 G 2x4 8 2x4 1', 2x4 I 3x4 . 0-9-7 14-11-0 0-0-7 14-10-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 ! Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Inc/ YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S I Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 14-10-2. (Ib)- Max Horz 1=-97(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,7 except 8=-133(LC 12),6=-133(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=275(LC 1),8=312(LC 17),6=312(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-284/200,4-6=-284/199 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsh BCDL=5.Ops1;h=251t;B=4511;L=2411;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-6-14 to 4-6-14,Interior(1)4-6-14 to 7-5-8,Exterior(2)7-5-8 to 10-5-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7 except(jt=lb) 8=133,6=133. A WARNING-Verily design paranwtera and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MY-7473 ray.10/03/2015 BEFORE USE. Design valid for use only with MITek-B connectors.Ills k and design based only upon parameters shown,aIs for an Individual txuldng component.not . a truss system.Bela°use,the building designer must verity the appllcal lily of design parameters and properly Incorporate this design Into the overall MiTek taking design. &acing indicated Is to prevent truckling of individual truss web arxd/a chord members only. Additional temdray and permanent bracing is always required(or stability and to prevent collapse with possible personal injury and property damage. For general guidance e regarding the fabr6904 Parke East Blvd.lcatkrr,storage,delivery,erectkm and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,058-89 and BCSI Butiding Component Safety Information avdlable from Truss Plate Institute.218 N.lee Street.Suite 312.Alexandria,VA 22314. --- Tampa,FL 33610 _ 1 Job Truss Truss Type 'Oty Ply 79138238 10527DF IVM02 Valley I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:29 2016 Page 1 I D:ZvEHhD3nwKhu018PUOgbD6yy6Fp-6-156jHuKtFlu2FGLOMwTkXaBOLlFjF49Htf14Eylvdi 5-5-810.11-0 { 5- 5 5.5-8 .5-8 4x5 11 Scale=1:21.0 2 * 7.00 I12 7 6 a' 8 C‘4 5 3 I 1- o ....:•.❖.•.•..•.•.•.❖.:•.❖.•.•::•.❖.::•...•.•...•.•..::❖.•.::::•.❖.•.❖.•:•:•:::•::❖:❖:•Zi❖.•::•.❖:❖:•:•:•..•.❖.•.:❖:•:•.•:•:•.:•:❖.❖:❖:•:•::•.:•:•.:i•:❖:•:•:•. o 4 2x4 2x4 2x4 II 0-q-7 10-11-0 7 10-10-9 -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 1 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) rVa - n/a 999 BCLL 0.0 • 1 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 r/a n/a BCDL 10.0 1 1 Code FBC2014/TPI2007 Matrix-S Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=187/10-10-2,3=187/10-10-2,4=412/10-10-2 Max Horz 1=81(LC 11) Max Uplift 1=-65(LC 12),3=65(LC 12),4=-77(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-267/148 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=451t L=2411 eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 5-5-8,Exterior(2)5-5-8 to 8-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MII.7473 rw.10/032015 BEFORE USE. mii• Design valid for use only with MilekS,T connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters arid properly Incorporate this design Into the overall MiT®k• br9ding design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent laming Is always required for stabNtty and to prevent cofiapse with posstble personal Injury and property damage. For general guidance regarding the Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems.seoANSt/1PI1 Quality Criteria,DSB-0 9 and SCSI BuNdng ComponentEast 0 Safely trHormollon available696904 P.Parke able from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. 1 Job Truss Truss Type Qty Ply T9138239 10527DF VM03 Valley 1 1 I _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:30 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-affUwdvyebOvtQwCwd_z4ojt aIFFSikIWXORcgylvdh 3-5-86.11-0 I 3-5-8 3-5.8 4x5 II Scale=1:14.6 7.0012 3 1 O 7 O 0 0 o ••:•❖.••❖•.•;.•.❖••••.••.•.•;••.;.❖.❖.•••:.;•;.;•;••••.•.•••.❖•❖•::❖••••::.•••:.❖••••.•••••:•❖••O.•.❖.•::9.99••.❖9.9.9.9❖9•.•9;9.9❖•❖••:••�•�.�.�.�..�•�.�. o 4 2x4 i 2x4 2x4:-!:- 0-(a-7 0.(a_7 6.11-0 0-0-7 _ 6-70.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-S Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing direclly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=123/6-10.2,3=123/6-10-2,4=221/6-10-2 Max Horz 1=48(LC 11) Max Uplift 1=-48(LC 12),3=-48(LC 12),4=-27(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsl;BCDL=5.0psf;h=25f1;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. 1 A As,WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED PATTEN REFERANCE PAGE M11•7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekS9 connectors.This design Is based only r4xm parameters shown,and Is for an individual building component not a truss system.Before use,the bulking designer must verify the applicabtlty of design txxameters and property incorporate this design Into the overall MiTek'bxildng design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possUle personal injury and property damapl general fl regarding nfl 6904 Parke East Blvd. ktxk:atkm,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component Tampa.FL 33610 Safety Information available from Truss Plate institute.218 N.lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply T9138240 10527DF VM04 Valley 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Jul 27 09:11:31 2016 Page 1 ID:ZvEHhD3nwKhu018PUOgbD6yy6Fp-2sDs7zvaPv8mVaUPTLVCc?GDo9b1 B9FSIB8_86ytvdg 1.5.8I -- 2-tt-0 - 1 1-5-8 1-5-8 3x6 Scale=1:7.0 2 7.00 12 .` 3 1 glik i+i• ii: i i i i isi i .... ....... ...• .•.+ i ••••••••. •••••.• •• • .••• :••••• . ❖:•••••••..;.❖.❖.❖.•.•**: 2x4 c- 2x4 0-0.7 2-11-0 —I • 40---7 2-10-9 Plate Offsets(X,Y)-- (2:0-3-0,Edge1 — LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.01 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Ind YES WB 0.00 Horz(TL) 0.00 3 ria n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-S 1 Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2.11-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=73/2-10-2,3=73/2-10-2 Max Horz 1=15(LC 11) Max Uplift 1=-19(LC 12),3.19(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. a WARNING-V.dry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 row.10/03/2015 BEFORE USE mg Design valid for use only with Mllekr connectors.this design Is txuecf 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 txxmelers and properly incorporate Ibis 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 Milek' Is always required for stability and to prevent collapse with possible personal hyusy and property dranage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Muss systems,seeANSI/IP11 Qualify Criteria.DS8-89 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 Wp D - CO -p -0 0 ft V/ ("To c 11110P D Q v N '��� 1E1 Z �, D x ci)m I I NI i 5 Jn m cp Q H. 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