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1714 ATLANTIC BEACH DR - TRUSSES Products Truss Connector Total List Product Plies Net Qty Manuf Product Qty 1-3/4"x 16"VERSA-LAMS 2.0 3100 SP 2 2 USP MSH422 2 I 8411-00 73-1140 1 , , BCS 1y !� L I l p —. / 0. 4 F 0 A r rot BUILDING COMPONENT SUPPLY, INC, I � , 134 4627 JP HALL BLVD. SUITE 208 r GREEN COVE SPRINGS, FL 32043 / '10g 0: 904.297.9390 / mpg' F: 904.529. 1406 'as / a BEARING HEIGHTS smoo11 _ 1 01- 1 1 /8 E ///// 1 21- 1 1 /811 T35 201 - 711 TWO STORY $ nes %///// / / FOYER m OPE TON Fr: " 1036 4 "///// BELOW 3-0000 1136 '' °� m THIS IS A TRUSS PLACEMENT III DIAGRAM ONLY. LL 66 These trusses are designed as 11i individual building components to be 1118 incorporated into the building design at rir LL m $ the specification of the building gm ,803 m - designer. See individual design sheets LL g 2 8 < i 1 g LL E LLL1 g LL s s 8 gLL g (s _ 7 for each truss design identified on the LL \ 11i placement drawing.The building 1 $ 4 `$ ` -$ ; ; - S $ $ ; $ $ § 1 $ ;• designer is responsible for temporary $_ $ uW`I� and permanent bracing of the roof and N N N N N N N N N N N N N N gp9floor system and for the overall IN IN o ; I,- �I ^ structure.The design of the truss ° ° ' i LLp ° - PI " t " 1 37==--- - support structure including headers, I 41000 }\ beams,walls, and columns is the ,0 7-04.00 responsibility of the building designer. 8411-00 r For general guidance regarding bracing, consult"Bracing of Wood Trusses"available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, 50-11-00 WI 53179. 307-00 ` 28.06-03 I / ATTENTION. .i. ,, N, Refer to truss layout and engineering Total List ; 'A documents that arrive with delivered Qty I" field trusses. 2 � Unless noted otherwise, all beams are .;", T411 by others. AA • •••;1 1 •'4 f CLIENT TOLL BROTHERS • 4 0 J"1. SUBDIVISION ATLANTIC BEACH II 4 IT 4 MODEL CAPTIVA Me I NIL. ELEVATION COASTAL ,ti,, 80040 r,0 0 T41( LOT # DRAWN BY T40CJ R i' r 8, : e 4 4 4 4 4 Iv - F $ $ r DATE 079 1 0/03/201 6 09-07-00 _ REF# 1 1 038T0 (' !r C' Fr\y PIotID Length © - 0 V F801 8-00-00 I 114000 L �, 1 I;I Ir OCT 1 3 2016 I =- Ni i X003 in I mis =-- III L26 1 I\ OFFICE COPYlit . Corner II ,.. rf Hip 2' ----- '�W - \ iIIIIuIliiI Pdge IIID ll dillidiki ' IIII - PIIV!iI ifi 1n�„, 0 i ISI ,, II .0 ..KjC tikes :. II ,„ ,„ 1 1 I I , CEI i \ \ II \ 16 1111Fr Id r, I 1 !F 1 LL (9 2 u E 4 LL 1 : I I ; • g g ;g ; I; r I,- I:- 2 g � / n. FIRST FLOOR LAYOUT SCALE: 1 /41' = 1 ' 18.09`13 Truss Connector $ Manuf Produc USP THD26 ' xxxxxxxxx .. xr,xxx71 $ 4 _ 11�I SECOND FLOOR LAYOUT ! -- SCALE : 1 /4H = 1 ' 41 4 • 4.�,� _�xxx xxAlkx xxx�CxxA,xx xx mum mitLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek� RE: 11038TOA - MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: Captiva Model: Lot/Block: 079 Subdivision: Atlantic Beach Address: 1714 Atlantic Beach Dr City: N/A State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014JTPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 86 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 T9596173 F01 10/3/16 23 T9596195 J21 10/3/16 2 T9596174 F02 10/3/16 24 T9596196 J26 10/3/16 (s () Q/7 3 T9596175 F03 10/3/16 25 T9596197 J31 10/3/16 L� L! V 4 T9596176 F04 10/3/16 26 T9596198 J32 10/3/16 5 T9596177 FO4A 10/3/16 27 T9596199 J42 10/3/16 lCEE 6 T9596178 F05 10/3/16 28 T9596200 J46 10/3/16 7 T9596179 FO5A 10/3/16 29 T9596201 J52 10/3/16 OCT 1 3 2016 8 T9596180 F06 10/3/16 30 T9596202 J62 10/3/16 9 T9596181 F07 10/3/16 31 T9596203 T01 10/3/16 10 T9596182 F08 10/3/16 32 T9596204 102 10/3/16 11 T9596183 F09 10/3/16 33 T9596205 T03 10/3/16 12 T9596184 F10 10/3/16 34 T9596206 T04 10/3/16 13 T9596185 F12 10/3/16 35 T9596207 T05 10/3/16 14 T9596186 F13 10/3/16 36 T9596208 T06 10/3/16 15 T9596187 FG01 10/3/16 37 T9596209 T07 10/3/16 16 T9596188 FG02 10/3/16 38 T9596210 T08 10/3/16 17 T9596189 J01 10/3;16 39 T9596211 T09 10/3/16 18 T9596190 J02 10/3/16 40 T9596212 T10 10/3/16 0 19 T9596191 J06 10/3/16 41 19596213 T11 10/3/16 20 T9596192 J11 10/3/16 42 T9596214 T12 10/3/16 21 T9596193 J12 10/3/16 43. T9596215 T12A 10/3/16 22 19596194 J16 10/3/16 44 T9596216 T13 10/3/16 The truss drawing(s)referenced above have been prepared by MiTek %•% .��U t�"/lite USA,Inc. under my direct supervision based on the parameters .% ,e,'�`. ti "/ '•, provided by Building Component Supply. 4' �•'••r NSF•.? '•, Truss Design Engineer's Name: Velez, Joaquin o 68182 ; My license renewal date for the state of Flordia is February 28, 2017. .'a '= The seal on these truss component designs is a certification STATE OF IMPORTANT NOTE: � g i�� • � that the engineer named is licensed in the jurisdiction(s)identified and that the T••.A,, P• �•�.� designs comply with ANSI/TPI 1. These designs are based upon parameterssho �Fsi'.. O A 40\`�� given to(e.g., iTek. Any prof project specific rts, oons,information s included iand s for M Tek'sn codes), hich were customers i�'��5;�N A -.1:%:� ��, file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design quln Velez PE No.68182 parameters or the designs for any particular building. Before use,the building designer Tek USA,Inc.Ft.Gert 6634 . should verify applicability of design n parameters and properly incorporate these designs °' Parke East Blvd.Tampa Fl.33610 into the overall building design ppr ANSI/TPI 1,Chapter 2. Date: October 3,2016 . ..... . ..: •_�..- Velez.Joaquin 1 of 2 II OFFICE COPY RE: 11038TOA - Site Information: Customer Info: Toll Brothers Project Name: Captiva Model: Lot/Block: 079 Subdivision: Atlantic Beach Address: 1714 Atlantic Beach Dr City: N/A State: FL No. Seal# Truss Name Date 45 T9596217 T14 10/3/16 46 T9596218 T15 10/3/16 47 T9596219 T17 10/3/16 48 T9596220 T18 10/3/16 49 T9596221 T19 10/3/16 50 T9596222 T20 10/3/16 51 T9596223 T21 10/3/16 52 T9596224 T22 10/3/16 53 T9596225 T23 10/3/16 54 T9596226 T23A 10/3/16 55 T9596227 T24 10/3/16 56 T9596228 T25 10/3/16 57 T9596229 T26 10/3/16 58 T9596230 T27 10/3/16 59 T9596231 T28 10/3/16 60 T9596232 T29 10/3/16 61 T9596233 T30 10/3/16 62 T9596234 T31 10/3/16 63 T9596235 T32 10/3/16 64 T9596236 T33 10/3/16 65 T9596237 T34 10/3/16 66 T9596238 T35 10/3/16 67 T9596239 T36 10/3/16 68 T9596240 T37 10/3/16 69 T9596241 T38 10/3/16 70 T9596242 T39 10/3/16 71 T9596243 T40 10/3/16 72 T9596244 T41 10/3/16 73 T9596245 T42 10/3/16 74 T9596246 T43 10/3/16 75 T9596247 T44 10/3/16 76 T9596248 T45 10/3/16 77 T9596249 T46 10/3/16 78 T9596250 T47 10/3/16 79 T9596251 T48 10/3/16 80 T9596252 T49 10/3/16 81 T9596253 T50 10/3/16 82 T9596254 T51 10/3/16 OFFICE Copy 83 T9596255 T52 10/3/16 84 T9596256 T53 10/3/16 85 T9596257 T54 10/3/16 0 86 T9596258 T55 10/3/16 111 li 2 of 2 `Job 'Truss Truss Type Qty Ply T9596173 11038TOA F01 Floor 8 I 1 Job Reference(optional'__ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:09 2016 Page 1 I D:Gf 5x1 Fg51X38jgdnZ3196cz5nDU-bgXAiZAV W 0t116dO4wztEueb3dinOVym4W H8MiyX92m 0-1-8 0-11-8 H 1 1-3-0 i I 1-9-8 I 0-7-81 Scaie 1:28.5 4x6= 4x6= 1.5x3= 3x6 FP= 1.5x3= 1 2 3 4A54 - 6 7 8 9 • / X ILII . 3. „j22 21 0 ilk N s '_ 19 16 17 16 15 14 13 12 11 4x6= 1.5x3 I! 4x6= 3x8 MT2OHS FP= 4x6= 1.5x3 II 16-11-0 { 16-11.0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,14:0-1-8,Edge1,(5:0-1.8,Edge1,19:0-1-8,Edge) LOADING (psf) T SPACING- 2-0-0 1 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.76 Vert(LL) -0.25 15-16 >804 360 MT20 244/190 TCDL 10.0 . Lumber DOL 1.00 I BC 0.90 Vert(TL) -0.39 15-16 >514 240 MT2OHS 187/143 BCLL 0.0 ! Rep Stress Incr YES WB 0.56 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-S Weight:88lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, BOT CHORD 2x4 SP SS(flat)"Except* except end verticals. 10-13:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 20=910/0-5-8.10=910/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-911/0,9-10=-905/0,1-2=-918/0,2-4=-2229/0,4-5=-2907/0,5-6=-3106/0, 6-7=-2955/0,7-8=-2235/0,8-9=-917/0 BOT CHORD 18-19=0/1705,17-18=0/2907,16-17=0/2907,15-16=0/2907,14-15=0/3180,12-14=0/2716, 11-12=0/1725 WEBS 1-19=0/1184,2-19=-1095/0,2-18=0/729,4-18=-966/0,4-17=0/386,9-11=0/1183, • 8-11=-1124/0,8-12=0/709,7-12=-668/0,7-14=0/333,6-14=-313/0,5-15=-115/590, 5-16=-533/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 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 / A WARNING-Vorly dnlyn paremotors and READ NOTES ON THIS AND INCLUDED MNfEK REFERANCE PAGE Mn-7473 rev.1003/2015 BEFORE USE Design valid for use only with Weida connectors.This design k based only upon parameters shown,and is for an indvid ual txriding component,not MIT1 a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design hila the overall kxalldwlas dquignr.edBrfaasintagbInldcaantedd to k prtoeeenencdpcskeliwofpInodssibvidlupael etrsruosnsaweb uaYnadr/irl rchoopredrtmy edmabneagrs eonly.r Add gene&rx rap9dtreWmanpcogaaidsp1erttaent bracing MiTek' tatricatkxi,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/iPtl Quality Cdterla.DSB-89 and SCSI Building Component 6904 Parke East Blvd. I Safely information avdiabble from Truss Plate institute.218 N.Lee Street.Suite 312-Alexcmd la.VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply T9596174 11038TOA F02 Floor 2 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:10 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-305YWB7HJn9fGCbedUun6Bkt 13E7xSvIA0hu8yX921 0-1-8 H I 1-3-0 I 1-9-8 p 5-0 I 1-2-8 0-14 8 I {F ScA16=1:28.5 Special 1.5x3 I 4x6= 4x6= 1.5x3= 1.5x3= 1.5x3 II 3x6 FP= 6x8- 1.5x3- 1 2 3 4 5 6 7 8 9 10 22 N24 N 0 / N _ai 23— 20 19 18 17 16 15 14 13 11 4x6= 3x6 FP= 4x6= 4x6= 4x6= 1.5x3 'I 2-9-0 5-3-0 6-6-12 8-11-8 10-2-8 { 12-8-8 15.4.0 15,5.8 16-11-0 2-9-0 I 2-6-0 1-3.12 { 2-4.12 13.0 2-6.0 2-7-8 0-14 1-5-8 Plate Offsets(X,V)-- [1:Edge,0-1-81,[3:0-1-8,Edge],111:Edge,0-1-81,[16:0.1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.19 15-16 >957 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.25 15-16 >724 240 BCLL 0.0 I Rep Stress Incr NO WB 0.61 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 I Code FBC2014/TP12007 Matrix-S j I Weight:91 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(llat)'Fxcept` except end verticals. 11-18:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=751/0.5-8,12=1858/0-3-8 Max Gray 21=800(LC 3),12=1858(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-798/0,10-11=-842/0,1-2=-792/0,2-3=-1883/0,3-4=-2350/0,4-5=-2350/0, 5-6=-2324/0,6-8=-1695/198,8-9=-493/673 BOT CHORD 19-20=0/1476,17-19=0/2350,16-17=0/2350,15-16=0/2443,14-15=-15/2138, 13-14=-413/1231,12-13=-970/0,11-12=-971/0 WEBS 9-12=-1821/0,1.20=0/1020,9-13=0/1159,2-20=-952/0,8-13=-1091/0,2-19=0/565, 8-14=0/720,3-19=-692/4,6-14=-686/0,6-15=0/360,4-16=-289/267,9-11=0/1284, 5-15=-388/0,5-16=-453/424 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)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. 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(pin) Vert:11-21=-10,1-10=-100 Concentrated Loads(Ib) Vert:10=-789 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-21=-10,1-10=-100 Concentrated Loads(Ib) Vert:10=-789 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 .rontimted an near?2 0 WARNING-veritydesign parameers end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/0312015 BEFORE USE. ' Design valid for use oNy with MllelrtS connectors.INs design Is txiscd oNy upon parameters shown,and Is for an individual building component.not a truss system.Before use.the building designer must verily the applicability of design parameters and properly incorporate this design Into he overall twNding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possiblo personal Injury and property damage. for general guidance regarding the l aWlcation.storage,delivery,erection and tracing al hisses and truss systems.seeANSI/1P11 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. Tanga.FL 33610 Job Truss Truss Type —. Qty 1Ply T9596174 I1038TOA F02 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:10 2016 Page 2 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-305YW B7HJn9fGCbedUun6Bk113E7xSvIA0hu8yX921 LOAD CASE(S) Standard Uniform Loads(pif) Vert:11-21=-10,1-9=-100,9-10=-20 Concentrated Loads(lb) Vert:10=-305 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-21=-10,1-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:10=-789 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-21=-10,1-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:10=-305 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-21.10,1-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:10=-789 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:11-21=-10,1-4=-100,4-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:10=-789 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-21=-10,1-3=-20,3-9=-100,9-10.20 Concentrated Loads(Ib) Vert:10=-305 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-21=-10,1-4=-100,4-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:10=-789 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-21=-10,1-3=-20,3-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:10=-305 WARNING-Verify design perometera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev-10/03/2015 BEFORE USE. Mit Design valid for use only with Mllekly connectors.this design 8 based only upon parameters stxmat,and Is for on individual briding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. rot general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI1 Quality Criteria.058-89 and BCSI Buldlny Component Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312.Alexardrkt VA 22314. Tanga.FL 33610 Job Truss Truss Type Qty Ply 79596175 11038T0A F03 Floor Girder 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,A 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:10 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3t96cz5nDU-305YWB7HJn9IGCbedUun6Bs81 FU73zvIA0hu8yX921 0.10.1 ) 1-3-0 1 3x4 II 6 2 3x4= 3 3x4 II MSH422 Scale=1:9.5 / I { IV 1 5i>>: ii 4 3x6= 3x6= 0-3-0 , 2-7-1 l I 0-3-0 2-4-1 Plate Offsets(X,Y)-- 11:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) f/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) 0.00 5 "•• 360 MT20 244/190 TCDL 10.0Lumber DOL 1.00 BC 0.10 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S I 1 Weight:191b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=357/0-3-8,4=209/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-288/0 NOTES- 1) Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 0-8-13 from the left end to connect truss(es)to back face of top chord. 4) Fill all nail holes where hanger is in contact with lumber. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:4-5=-10,1-3=-100 Concentrated Loads(Ib) Vert:6=-309(B) 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with Milekb connectors.Ns design Is based only upon parameters shown,and Is for an lndivlc&rd building component.not a truss system.Before use,the building designer must verily the aprilcablity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IrsdMdual truss web and/or chord members only.Additional temporary arxd permanent tracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSVTPII Quality Crlerla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute.218 N.Lee Street,Sults 312.Alexandria VA 22314. Tampa.FL 33610 'Job Truss Truss Type 1 Qty Ply T9596176 11038TOA F04 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:10 2016 Page 1 I D:G15xlFg51X38jgdnZ3196c25nDU-305YW B7HJn91GCbedUun6Bgx15J7?bvlA0hu8yX921 0-1-8 1-9-0 0,1;8 -. 1-3-0 I -IScale=1:18.9 1.5x3= 1.5x3 II 1.5x3= 1 2 X. , 3 4 5 6 o • 15 4r N Nr Y LL i ° • / 19 I6 i 12 11 i. 9 6 1.5x3 I I 5-7-8 2-9-0 1 4-0-0 4.118 5-3-0 5- 12 i 6-2-10 1 7-3-0 I 8.6.0 I 11.3-0 1 - - 2-9-0 1-3-0 0'1-8 1.1.8 0-0212 0.7.2 1-0-6 1-3-0 2.9.0 0-3-12 Plate Offsets(X,Y)-- ll13:0-1-8,EdgeI,(6:0-1-8,Edge1,(9:0-1-8,Edgel LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.09 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.12 10-11 >999 240 BCLL 0.0 Rep Stress Inca YES WB 0.35 Horz(TL) 0.02 7 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:59 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=599/0-5.8,7=599/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-592/0,6-7=-586/0,1-2=-567/0,2-3=-1231/0,3-4=-1338/0,4-5=-1338/0,5-6=-548/0 BOT CHORD 11-12=0/1061,10-11=0/1338,9.10=0/1338,8-9=0/1046 WEBS 6-8=0/704,1-12=0/729,5-8=-693/0,2-12=-688/0,5-9=0/515,2-11=0/275,3-11=-272/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. • idt ! 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milelh:connectors.lhls design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the txrldirga designer must verity the applicability of deskan txeanoters orxi properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and Ixemanent bracing MiTek" is always required for stability and to prevent collapse with possible personal inlay and properly damage. For general guidance regarding the fat,rication,storage.delivery,erection and Lxocing of trusses and miss systems.seeANSI/IPI1 Quality Crtterla,DS8.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Teas Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job - -Truss Truss Type Qty Ply T9596177 1103870A (FO4A Floor Girder 1 1 Job Reference(options!)_ Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:11 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-YCiw7F BI2dvOHQnnCLO7KJj07RSy5Tw3XgmEQbyX92k 01.8 . 1-3-0 H— 1-9-0 I Scale a18 e=1:18.9 1.5x3 1 1.5x3 II 1.5x3= 3x4= 3x4= 1.5x3 II MSH422 3x4= 1.5x3= 1 2 3 4 5 3x4= 6 7 • ° + •I 4 15 oo j Y e/ . • s • { 12 11 10 9 0 1. 354= 354= 1.5x3 II 3x4= 3x6= 3x6= 5-3-12 2-9-0 _ i5-0-0 ¢-3-Q I 7-3-0 I 8-6-0 f 11-3-0 2-9-0 2-3-0 b 3•d 1-11-4 1-3-0 2-9-0 0-0-12 Plate Offsets(X,V)-- 15:0.1-8,Edge],(11:0.1-8,Edge] LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl Lid 1 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.07 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL) -0.10 11-12 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.28 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 I Code FBC2014/TP12007 Matrix-S I Weight:59 lb FT=20%F,11°'°E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2(1tat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=638/0.5.8,8=669/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1059/0,3.4=-1538/0,4-5=-1538/0,5-6=-1125/0 BOT CHORD 12-13=0/677,11-12=0/1409,10-11=0/1538,9-10=0/1538,8-9=0/710 WEBS 6-8=-943/0,2.13=-899/0,6-9=0/581,2-12=0/532,5-9=-605/0,3-12=-486/0,3-11=0/379 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 MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 7-5-13 from the left end to connect truss(es)to front face of top chord. 4)FIll all nail holes where hanger is in contact with lumber. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:8.13=-10,1-7=-100 Concentrated Loads(Ib) Vert:5=-109(F) o 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10N320r5 BEFORE USE. Ill • Design vdld for use only with Mllekt)connectors.this design is based only upon txoonrotors shown.crhd Is for sir individual al building component.not a truss system.Before use.the building designer must verify the appllcabliy of design pararnolors and properly incorporate this design Into the overall briding design. Bracing indicated Is to prevent buckling or individual truss web and/or chord[numbers only. Additkxral temporary and p rmonent bracing MiTek, is dways required for stability and to prevent collapse with possible personal Injury and property darnacso. for general grrkkxoe regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1'PI l Quality Ctterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ow-liable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T9596178 11038TOA F05 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:12 2016 Page 1 ID:Gi5xIFg51X38jgdnZ3196cz5nDU-OPDI KbCOpxt tuZMzm2XMsXGA1 gsSbxPCmUVoyl yX92j 0-1-8 1-10-1 1- I—I I 1-3-0I I I Scale=1:14.2 1 2 3 4i N • Lo • ---• = / 11 12 is 1.s — 1.5X3— O g g 7 6 1.5x3 l 1.5x3 II 4-10-1 7-7-1 I4.10.1 Ii 2-9-0 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0.1-8,Edgel,[4:0-1-8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.03 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(TL) -0.04 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 I Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:41 lb FT=20%F,11%°E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(llat) except end verticals. WEBS 2x4 SP No.3(ffat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=397/0-5-8,5=397/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-391/0,4-5=-391/0,1-2=-325/0,2-3=-615/0,3-4=-325/0 BOT CHORD 8.9=0/615,7-8=0/615,6-7=0/615 WEBS 4-6=0/415,1-9=0/415,3-6=-394/0,2-9=-394/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. p I a WARNING-VaNy design panunetere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev.i0W3120i5 BEFORE USE. id• Design valid for use only with Milelch connectors.this design Is based only upon parameters shown,and Is to an individual building component,not a truss system.Before use,the lulling designer must verity the appllcablity of design ixaaneters and properly btcorp sate his design Into the overall bulking design. Mocha indicated h to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek" Is always required to stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regacI ng the fabrication,storage.delivery,erection and bracing of busses and truss systems.seeANSI/TP11 Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Hale Institute.218 N.Lee Sheet Suite 312.Alexandria VA 22314. Tampa,FL 33610 M Job 'Truss Truss Type Ory Ply T9596179 11038TOA FO5A Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:12 2016 Page 1 ID:Gf5x1 Fg51X38jgdnZ3196cz5nDU-OPDIKbCOpx 1 tuZMzm2XMsXGAtgtlbxSCmUVoy1 yX92j 0-1-8 1-3-0 1-7-1 H I I --i Scale=1:13.6 3x4= 3x6= 3x4= 2 3 3x4= 4 I 1 11 C 1.5x = o V Y 1 . ' j 93x4= 8 7 63x4 5 1.5x3 I 1.5x3 II 3x4= 3x4 I I 7-4-1 I 7-4-1 Plate Offsets(X,Y)-- 12:0-1-8,Edge),13:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 i TC 0.48 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.03 7 >999 240 BCLL 0.0 I Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 5 t to n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, ROT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 10=384/0-5.8,5=390/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-378/0,4-5=-384/0,1-2=-309/0,2-3=-583/0,3-4=-308/0 BOT CHORD 8-9=0/583,7-8=0/583,6-7=0/583 WEBS 4-6=0/409,1-9=0/393,3-6=-375/0,2-9=-373/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. mit 1A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE AM-7473 rev.101032015 BEFORE USE. Design valid for use only with Mflekes connectors.this design Is baud only upon parometers shown,aryl is for(Sr Individual bolding component,not a truss system.Before use.the building designer must verily the appitccdAlly of design parameters and properly incorporate this design into the overall I building design. Bracing indicated is to prevent buckling of bdividual truss web and/or chord members only. Additional temporary and permanent(racing MiTek' Is always required for stability and to prevent collapse with possbie personal fury and property ckrnaite. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tnrsses and truss systems seeANSI/WPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avrAable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandrk2 VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty I Ply i T9596180' 1103870A F06 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:13 2016 Page 1 ID:Gf5xtFg51X38jgdnZ3196cz5nDU-UbnhYxD0aE9j WpcAJm2bPkpHpE7cKKsL?8FLVTyX92i 0-1-8 —I f 1-3-0 I 2-0-0 0-1I8 --i SCate=1:25.9 4x6— 4x6= 1 1.5x3= .5x3= 1 2 3 43x6— 5 6 7 17 7\ 4/ X N.ZN Imili 18 - I"I 0•1 • i 15 14 13 12 11 10 9 4x6= 1.5x3 I 4x6= • 6.5.4I 7-6-0 1 15-4-8 I 6-5-4 1-0-12 7-10-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[3:0-1-8,Edge),[7:0-1-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.21 11-12 >862 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 ; BC 0.71 Vert(TL) -0.32 11-12 >574 240 BCLL 0.0 ' Rep Stress Incr YES I WB 0.50 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2014ITP12007 —I Matrix-S _ Weight:81 lb FT=20%F,11%E LUMBER- LLL BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CI-LORD 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=826/0-5-8,8=826/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-825/0,7-8=-822/0,1-2=-822/0,2-3=-1959/0,3-4=-2505/0,4-5=-2504/0,5-6=-1966/0,6-7=-820/0 BOT CHORD 14-15=0/1526,13-14=0/2505,12-13=0/2505,11-12=0/2505,10-11=0/2383,9-10=0/1535 WEBS 1-15=0/1059,2-15=-980/0,2-14=0/602,3-14=-819/0,3-13=-21/310,7-9=0/1057,6-9=-995/0,6-10=0/599, 5-10=-579/0,5-11=0/286,4-11.302/202,4-12=-269/53 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI/EK REFERANCE PAGE MIF7473 rev.10/93.2015 BEFORE USE. Mit Design valid for use only with Mild&connectors.1r4s design Is based only upon parameters shown,and Is for an individual bulding component,not a truss system.Before use.the building designer must verify the applicability of design p iu meters and propxaly incorporate this design Into the overall buldng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary did permanent bracing MiTek' Is always requked la stability and to prevent collapse with p osslre personal k*<ay and property damage. For general gutdnce rewaxing the fabxk:atkxL storage,delivery,erection and bracing of busses and truss Systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Teas Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oly Ply T9596181 11038TOA F07 Floor 3 1 Job Reference(optional) Budding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:13 2016 Page 1 I D:Gf 5xl Fg51X38jgd nZ3196cz5n D U-U bnhYxD0aE9j W j xAJm2bPkpl eE6tKJ8L?8F LVTyX921 0-1-8 y 1_ —I 2-0-4 � 1-11-4 I Sis Staale=1:39.1 4x6= 1.5x3= 3x6= 3x6 FP= 6x8= 3x6= 3x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 27 DE NWS74111,. . WSW / / ":11. 7128 q 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6_ 1.5x3 I 3x6 FP= 4x6= 6-5.6l 7-6-4 I 15-3-4 I 18-0-4 19.0-101 23-1-0 6-5-6 1-0.14 7-9-0 2-9-0 1-06 4-0-6 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[3:0-1-8,Edgel,[11:0-1-8,Edgel 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.17 21-22 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82Vert(TL) -0.25 21-22 >732 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 1Horz(TL) 0.03 12 Na n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:123 lb FT=20%F,11%E I — -- LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)*Except* except end verticals. 12-19:2x4 SP No.2(tlat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 26=759/0-5-8,12=283/0-3-8,17=1458/0-3-8 Max Uplift 12=-13(LC 3) Max Gray 26=775(LC 10),12=372(LC 4),17=1463(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-773/0,11-12=-372/3,1-2=-765/0,2-3.1800/0,3-4=-2244/0,4-5=-2136/0, 5-7=-1492/0,8-9=-124/553,9-10=-526/223,10-11=-294/48 BOT CHORD 24-25=0/1423,23-24=0/2244,22-23=0/2244,21-22=0/2244,20-21=0/1957,18-20=0/1005, 17-18=-977/0,16-17=-977/0,15-16=-223/526,14-15=-223/526,13-14=-223/526 WEBS 8-17=-1409/0,1-25=0/985,2-25=-916/0,2-24=0/524,3-24=-629/0,8-18=0/1156, 7-18=-1088/0,7-20=0/728,5-20=-694/0,5-21=0/332,4-21=-379/9,11-13=-65/374, 10-13=-308/232,8-16=0/612,9-16=-782/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-l0d(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. 1 t � � 11 A WARNING-Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitekto connectors.This design Is txssed only upon parameters shown,and Is for an Individual balding component.not a truss system.Before use.the Ixikjng designer must verity the applicability of design pxaameters and properly Incorporate thk design Into the overall building design. Bracing Indicated is to prevent buckling or Individual buss web and/or chord members only. Addtbnd temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with p ossihie personal Injury and properly damage. rotgeneral guidance regarding the 6904 Parke East Blvd. is rk:atkn,strxage,delivery,erection and bracing of trusses and truss systems.sof/ANSI/TMQuality Criteria,D38.89 and BCSI Building Component Tampa.FL East 0 Safely Information avdkiie from oTruss Plate institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. , Job — Truss 'Truss Type Ory Ply T9596182 11038TOA F08 Floor 3 1 Job Reference(optional) _ 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 202016 MiTek Industries,Inc. Mon Oct 0310:27:14 2016 Page 1 ID:GfSxIFg51X38jgdn23196cz5nDU-ynK31GEeLYHaBtWMtTZgxyLTNeQp3mKVDo-u1vyX92h 0-1-8 1-3-0 , 1-11-12 1 1-11-12 1 0-1 8 -i I I I Sae=1:39.1 4x6= 1.5x3= 3x6= 3x6 FP= 6x8= 3x6= 1.5x3= 2 3 4 5 6 7 8 9 10 11 \\��//� _! \\moi_\\\ iM . .. 1 11 III I I 427 jam-- ---- ��Il LIII- - 28 i 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 1.5x3 I 3x6= 3x6 FP- 4x6= 1.5x3 II 7-5-12 6-5-2 6•5`14 7-jr4 15-4-4 231.0 1 --- 6-5-2 0•d•-12 0-51-8 7-9-0 --- 1 7-8-12 0.11.14 Plate Offsets(X,V)-- [1:Edge,0-1-8],[3:0-1-8,Edge],14:0.1-8,Edge],[9:0-1-8,Edgel,[11:0-1-8,Edgel,[22:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 1 CSI. DEFL. in (Loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.17 21-22 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.26 21-22 >708 240 BCLL 0.0 j Rep Stress lncr YES i WB 0.55 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 ' Matrix-S Weight:123 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)*Except* except end verticals. 12-19:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 26=763/0-5-8,12=276/0-3-8,17=1460/0-5-8 Max Uplift 12=-18(LC 3) Max Gray 26=779(LC 10),12=369(LC 4),17=1464(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-777/0,11-12=-369/8,1-2=-769/0,2-3=-1811/0,3-4=-2262/0,4-5=-2150/0, 5-7=-1494/0,8-9=-131/566,9-10=-516/238,10-11=-291/54 BOT CHORD 24-25=0/1430,23-24=0/2262,22-23=0/2262,21-22=0/2266,20-21=0/1965,18-20=0/1001, 17-18=-982/0,16-17=-982/0,15-16=-238/516,14-15=-238/516,13-14=-238/516 WEBS 8-17=-1410/0,1-25=0/990,2-25=-920/0,2-24=0/530,3-24=-641/0,8-18=0/1164, 7-18=-1096/0,7-20=0/734,5-20=-701/0,5-21=0/336,4-21=-381/0,11-13=-73/369, 10-13=-300/245,8-16=0/615,9-16=-779/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each miss 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. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rev.10103/2015 BEFORE USE. mit Design valid for use only with Welt®connectors.This design k based only upon parameters shown,and is for on ksdlvkival buidkng component,not a truss system.Before use,tlx:building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing indicated Is to prevent buckling of IrudMduai truss web and/or chord members only. Ackillional 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 tatrk;otfon-storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parke East BNd. Safely Information avdktble hour truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tarrpa.FL. 33610 Job Truss 1Truss Type Qty Ply T9596183 11038TOA F09 1GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:15 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3l96cz5nDU-Q_uRzcEG6s0RI15YRB43U9ung2z2oLmeSSKSZMyX92g 1 3x4= 0 1 7 g 1 3x4= 2 1.5x3 1 3 1.5x3 ! 4 Scale=1:9.4 9 — 10 1.5x3 1.5x3= o �Y ..:•:,..:❖:: Job Truss Truss Type Qty Ply T9596184 11038TOA 1 F10 GABLE i i I Job Reference(optional) i Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:15 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-Q_uRzcEG6sOR115YRB43U9uno2z2oLheSSkSZMyX929 °rJi8 0.1 3 Scale=1:14.4 3x4= 1 3x4= 2 3 4 5 6 7 J L• Lal - • 15 J 16 • • o 7 ,•••:•••.•.1: Job Truss Truss Type Qty 1 Ply T9596165 11038TOA F12 Floor 1 • 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:16 2016 Page 1 ID:Gf5xlFg51X38jgdrIZ3196cz5nDU-uASpAyFut9YI NBgI?ublONRsjSDuX18oh6T?5oyX92f 1.3.0I l__—_-- 2-0-12 O• rt B Scale=1:14.5 3x4= 3x4= 3x6= 2 3 3x4= 4 • e - 11 • 1.5x3= o q T — — - 0 93x4 8 7 6 4 1.5x3 I I t.5x3 I 3x4 I I 3x4= I 3-3-6 13.8-4 l 5-0-12 i 7-9-12 l 3-3-6 0-4-14 1-4-8 2-9-0 Plate Offsets(X,V)-- [2:0-1-8,Edge),[3:0-1-8,Edgel,[4:0.1-8,Edgej,[10:Edge,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.04 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.04 8 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.21 I Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 I Matrix-S Weight:42 lb FT=20%F,11%E — t III LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=416/0-1-12,5=410/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-410/0,4-5=-404/0,1-2=-339/0,2-3=-646/0,3-4=-340/0 BOT CHORD 8-9=0/646,7-8=0/646,6-7=0/646 WEBS 4-6=0/434,1-9=0/451,3-6=-416/0,2-9=-418/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. la V WARNING-Vaulty darlgn paramatars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 ray.10/03/2015 BEFORE USE. Design valid for use only with MITeldl connectors.This design Is based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use.the bulldog designer must verify the apr>llcablity of design parameters and properly Incorporate this design kilo the overall balding design. Bracing indicated Is to prevent budding of IndNkdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent cotiapse with possibk4 personal Inlury and property damage. For general guidance regaling the fabrtcatkn,storage.delivery,erection and bracing ng of trusses and truss systems.seeANSI/1Pll Cully Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from liras Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Oty Ply T9596186 11038TOA I F13 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:16 2016 Page 1 ID:G15xl Fg51X38jgdnZ3196cz5nDU-uASpAyFut9Yl NBgt?ub10NRs5SFiX10oh6T?5oyX92f l— 1-3-0 - I-- 0-11-8 1 Scale=1:14.7 1.5x3 II 1 3x6— 2 3 4 5 t • Ibl Avi 12 1.5x3= 'I .171411W E , 41 Ili 9 1, 10 9 8 7 ', 1.5x3 II 7-11-8 7-11-8 1 Plate Offsets(X,Y)-- [2:0-1-8,Edge),[5:0-1-8,Edge),[8:0-1-8,Edge),111:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.03 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.04 7-8 >999 240 BCLL 0.0 Rep Stress Incl YES WB 0.22 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007_ j Matrix-S Weight:45 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=424/0-3-8,6=418/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-418/0,5-6=-413/0,1-2=-352/0,2-3=-667/0,3-4=-667/0,4-5=-357/0 BOT CHORD 9-10=0/667,8-9=0/667,7-8=0/654 WEBS 1-10=0/468,2-10=-428/0,5-7=0/456,4-7=-414/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7073 rev.1ON3/2015 BEFORE USE. Design valid for use only with Meta)connectors.this design Is poised only upon parameters shown,and Is for an Individualbalding component.not . a truss system.Before use.the building designer must verify tire applicability of design parameters and property incorporate this design into the overall balding d eslgn. Bracing Indicated is to prevent budding ng of Indlvkival truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is dways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabdcatio n,storage.dellvery.erection and bracing o1 trusses and truss systems.seeANSI/TPI I Quality Cdterda,DSS-89 and SCSI Building Component 6904 Parke East Bbd. Sty Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.A/exa da VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply T9596187 11038TOA I FG01 FLAT GIRDER 1 A L Job Reference(ptional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:17 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-MMOBNIGW eTg9?LExYb6XZazxJ/OVG 1 DxvmDZeEyX92e 3.6.6 6-11-0I 10-0-0 13-4-10 16-11-0 3-6-6 3-4-10 3-1-0 3-4-10 i 3-6-6 Scale=1:28.5 4x6= 4x10= 2x4 I I 2x4 I 3x12 MI8SHS= 4x6= 4x10= 1 15 2 16 3 4 5 17 6 18 7 /1 7 -0 0 O a • M • I O • p b _9 13 12 11 10 9 4x10= 14 4x10= 4x6= 4x6= 8 4x5 I 3x12 M18SHS= 4x5 II 3-6-6 6-11-0I 10-0-0 I 13-4-10 16-11-0 3-6-6 3-4-10 3-1.0 3-4-10 3-6-6 Plate Offsets(X,Y)-- [2:0-2.8,0-2-0],[6:0-2-8,0-2-01,[8:Edge,0-3-81,[9:0-2-12,0-2-01,110:0-2-8,0-2-01,[11:0-2-8,0-2-01,[13:0-2-12,0-2-0] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 1 Vert(LL) -0.33 10-11 >613 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 i Vert(TL) -0.79 10-11 >253 240 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(TL) 0.08 8 ri/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS — Wind(LL) 0.15 10-11 >999 240 Weight:152 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-13,2-11,6-10,7-9:2x4 SP No.1 REACTIONS. (lb/size) 14=3516/0-5-8,8=3516/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-3386/0,1-2=-9126/0,2-3=-13451/0,3-4=-13451/0,4-6=-13451/0,6-7=-9126/0, 7-8=-3386/0 BOT CHORD 13-14=0/441,11-13=0/9126,10-11=0/13451,9-10=0/9126,8-9=0/441 WEBS 1-13=0/9087,2-13=-2752/0,2-11=0/4525,3-11=-1298/0,4-10=-1298/0,6-10=0/4525, 6-9=-2752/0,7-9=0/9087 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3.1-12 to 16-9-4 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)All plates are MT20 plates 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)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-7=-413,8.14=-10 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-359,8-14.10 Continued on oars 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev.1GV3/2015 BEFORE USE. till Design valid for use only with MITek®s%connectors.This design Is based only upon Ixxaneters shown,and is for an Individual building component,not a truss system.Before use-the building designer must verify the apt Arability of design parameters and property 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 skibliity and to prevent collapse with possible personal inkry and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses aid truss systems,seeANSI/IPI I Oddly Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexa drta,VA 22314. Tampa,FL 33610 ;Job Truss Truss Type Qty Ply T9596187 •11038T0A FG01 FLAT GIRDER 1 2 Job Reference(optional_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:17 2016 Page 2 ID:Gf5x1Fg51X38jgdnZ3196cz5nDU-MMOBNIGW eTg9?LExYb6XZazxJrQVG1 DxvmDZeEyX92e LOAD CASE(S) Standard 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-230,8-14=-30 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-53,7-15=-59,8-14=-6 5) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-18=-59,7-18=-53,8.14=-6 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-7=-228,8-14=-10 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) • Vert:1-7=-228,8-14=-10 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=-59,7-17=-74,8-14=-6 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-74,7-16=-59,8-14=-6 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-205,8-14=-10 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-205,8-14=-10 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-83,8-14=-6 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-112,8-14=-6 14)Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-205,8-14=-10 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-205,8-14=-10 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-7=-196,8-14=-10 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-366,8-14=-10 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-366,8-14=-10 19) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-366,8-14=-10 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-366,8-14=-10 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MF7473 rev-10/03/2015 BEFORE USE Design valid for use only with Mileka connectors.This design is Lased only upon pcx<meters shown,and is for an individual bolding component,not a truss system.Before use,the building designer must verify the atx>licablity 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 Is always required fax stability and to prevent collapse with pole personal urjuy and property damage. For general guidance regarding the MiTek*possible fabrication,storage,delivery,erection and bracing of trusses and tnus systems,seeANSV1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety Information avalctle from truss Plate Paiute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply T9596188 11038T0A FG02 FLAT GIRDER 1 2 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:18 2016 Page 1 ID:Gt5xl Fg51X38jgdnZ3196cz5nDU-rZaabeHBPno0cUp76Jem6oW 6jFo5?W z58Qy6AhyX92d 7.10.12 3-10.13 7-5-0 7)7.10 11.4-15 15.3.4 3-10-13 3-6-3 0.2-10 3-63 3-10-5 0.3.2 Scale=1:25.7 2x4 II 4x10= 2x4 II 5x6= 4x10 11 12 2 3 4 13 14 5 -..- y i I111111111111111111111.m- 1111 fwl 1116.111111111Iw 9 8 7 6�t 10 Sx12= 2x4 II 5x12= 3x4 II 3x4 II This truss is NOT symmetric. Proper orientation is essential. 7.10.12 3-10-13 7.5.07 7.10 11-4-15 15-3-4 3.10.13 3-6-3 0)2-10 I 3-6-3 ' 3.10.5 0-3-2 Plate Offsets(X,Y)-- 15:0-2-0,0-2-81,17:0-3-12,0-2-81,19:0-5-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.34 8 >522 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.54 8 >334 240 BCLL 0.0 * Rep Stress Ind NO WB 0.70 Horz(TL) 0.06 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. 1-9,3-9,3-7,5-7:2x4 SP No.1 REACTIONS. (lb/size) 10=2516/0-5-8,6=2052/0-1-12 • Max Uplift 10=-494(LC 8),6=-402(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2410/544,1-2=-7460/1621,2-3=-7460/1621,3-4=-6466/1388,4-5=-6466/1388, 5-6=-1968/440 BOT CHORD 9-10=-75/332,8-9=-2509/11519,7-8=-2509/11519 • WEBS 1-9=-1605/7397,2-9=-879/222,3-9=-4213/943,3-7=-5241/1184,4-7=-350/101, 5-7=-1387/6471 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. 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)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCD1=5.0pst;BCDL=3.0pst;h=25ft;B=451t L=24tt;eave=4th Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1.12 to 15-1-8 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 494 lb uplift at joint 10 and 402 lb uplift at joint 6. 9)Load case(s)21,22 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1992 lb down and 470 lb up at 7-5-0 on top chord. The desigrVselection of such connection device(s)is the responsibility of others. Continued on Daae 2 � I i Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MASK REFERANCE PAGE Mu-7473 rev.10A73/2015 BEFORE USE. Design valid for use oNy with Mllek//connectors.this design Is based only upon parameters shown.and is for an irxilvkk al tuldlrrg component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Irx:orparale Mk:design Into the overall biding design. Bracing Indicated is to prevent buckling of Indlvkival 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!fluty and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.sr/GAM/Mil Quality Criteria,DS8-89 and SCSI BuNdIng Component 6904 Parke East Blvd. Safely Information avdlatle from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 IJob 1Truss Truss Type Qty 1Ply I j T9596188 11038TOA I FG02 FLAT GIRDER 1 2 ;Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:18 2016 Page 2 ID:G15xlFg51X38jgdr1Z3196cz5nDU-rZaabeH8Pno0cUp76Jem6oW 6jFo5?W z58Qy6AhyX92d LOAD CASE(S) Standard Except: 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-224,3-5.100,6-10=-10 Concentrated Loads(Ib) Vert:3=-1992 21) User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:1-3=-224(F=-100),3-5=-100(F),6-10=-10(F) Concentrated Loads(Ib) Vert:3=-1992 22)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-224(F=-100),3-5=-100(F),6-10=-10(F) Concentrated Loads(lb) Vert:3=-1992 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE MI1-7473 rev.10/03/20/5 BEFORE USE. Design valid for use only with Mltokp connectors.this design Is based only upon f'ammeters shown.and Is for an indMNdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incogxaate this design Into the overall imilding design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent Lxac:ina MiTek' Is always required kr stability and to prevent collapse with possible personal injury and properly damage. For general guidance retyx<Arr t the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl1 Quality Cdtarla,OSB-89 and SCSI Building Component 6904 Parke East Blvd. ISafely Information available from Inas Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type Oty Ply T95961891 11038TOA J01 i JACK-OPEN 3 1 Job Reference(optional) , Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:18 2016 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-rZaabeH8Pno0cUp76Jem6oW II F j?hz580y6AhyX92d 2-9-3 2-9-3 Scale=1:11.7 i 4.24 12 3 ( 4x5 , 2 1 ' rn I 1 4 3x8 II 1 2-9-3 2-8-13 Plate Offsets(X,Y)-- (1:0-2-12,0-3-8) LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 4-9 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=123/0-7-0,3=63/Mechanical,4=31/Mechanical Max Horz 1=28(LC 12) Max Uplift 1=-2(LC 12),3=-24(LC 12) Max Gray 1=123(LC 1),3=63(LC 1),4=41(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,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.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 2 lb uplift at joint 1 and 24 lb uplift at Joint 3. 1 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE 1111 Design valid for use only with Mllek3 connectors.This design Is based only upon parameters shown,and h for an Inciivkirral balding component.not a truss system.Before use.the building designer must verily the applicability of design parameters and properly Incorporate ibis design Into the overall building design. Bracing indicated Is to prevent budding of kidivfclual 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 kirIy and property damage. f<r general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/7I1 Quality Critena,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexax)da,VA 22314. Tampa.FL 33610 Job Truss i Truss Type Qty Ply 19596190 11038TOA J02 JACK-OPEN 6 1 — Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:19 2016 Page 1 ID:Gf5x1Fg51X38jgdnZ3196cz5nDU-JIByo_InA4wtEeOJg09?e?3UtILZk8DEN4ifi7yX92c 2-0-0 2-0-0 Scale:1'=1 3 .,1111jiiIIøI_IIA r1 *co en 4 i gill - 111111111111. -/ 3x8 :I 4 j 2-0.0 f 2-0-0 Plate Offsets(X,Y)-- [1:0-3-0,0-2-5) t - - LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:10 Ib FT=20% LUMBER- BRACING- - — TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=80/0-5-8,3=52/Mechanical,4=28/Mechanical Max Horz 1=29(LC 12) Max Uplift 3=-22(LC 12),4=-1(LC 12) Max Gray 1=80(LC 1),3=52(LC 1),4=33(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;Cal. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 3 and 1 lb uplift at joint 4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1,7473 rev.10/73/2015 BEFORE USE. Design vcfkf for use only with Mttek1)connectors.this design Is based only upon parameters shown,and is tel an individual b ulding component,not - a truss system.Before use.the building designer must verify the uppllcabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of lndMdual truss web and/or chord members only.AddItio nal temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,0SB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalton avaltob le from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 19596191 11038TOA J06 JACK-OPEN 7 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Job Reference nd Apr I 20 2016 MiTek nduusstrietrie s,Inc. Mon Oct 03 10:27:19 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-JI8yo_I nA4wtEeOJg09?e?3N Uf Fnk8DEN4ifi7yX92c I 6-0-0 6-0-0 I Scale=1:22.1 3 yi !, h 6.00'71 10 T 01 rn 4x5 i 9 ; 2 m t 0 di i ii! ►1 OM 3x8 1I 4 I6-0.0 I 6-0-0 Plate Offsets(X,V)-- [1:0-3-0,0-2-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.08 4-7 >877 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.17 4-7 >408 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:23 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=238/0-5-8,3=157/Mechanical,4=81/Mechanical Max Horz 1=86(LC 12) Max Uplift 3=-63(LC 12) Max Gray 1=238(LC 1),3=157(LC 1),4=110(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-268/56 NOTES- , 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25th B=45ft;L=24th eave=41h Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-010 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.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 63 lb uplift at joint 3. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 591.7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with Milekh connectors.This design is based only upon parameters shown,and Is for an hdlvkkral building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate silk design Into the overall bulling design. tBachg Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property do rnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Mss systems,seeANSI/MPt1 GuaNty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate InsttMe.218 N.Lee Street.Stile 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type i Oty Ply 11038TOA J11 JACK-OPEN I1 1 T9596192 I ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:20 2016 Page 1 I D:Gf5x1 Fg51X38jgdnZ3196cz5nDU-nxiKOKIPxO2ksozW EkgEBDbd33grTbTNckRDEZyX92b 2-9-3 I 2-9-3 Scale=1:11.7 4.24;12 3 a 4x5� ti i • .' ■ 11 4 3x8 I l 0-4-8 i 2-9-3 0-4-8 2-4-11 Plate Offsets(X,Y)-- (1:0-2-12,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 4-9 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=126/0-4-15,3=61/Mechanical,4=30/Mechanical Max Horz 1=28(LC 12) Max Uplift 1=-34(LC 12),3=-28(LC 12),4=-16(LC 12) Max Gray 1=126(LC 1),3=61(LC 1),4=41(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psl;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1 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 34 lb uplift at joint 1,28 lb uplift at joint 3 and 16 lb uplift at joint 4. ..... WARNING-Val&design peramerars end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®%connectors.This design k based only upon paoneters shown,and is for an indhldual biding component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this desi[an 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' is always required for stability and to prevent collapse with possbte personal inlay and property damage. For general guidance regarding the fabdcatlon storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPit Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexandrla,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply 1 11038TOAJ12 JACK-OPEN 2 1 T9596193 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:20 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-nxiKOKIPxO2ksozW EkgEBDbe_3hiTbTNckRDEZyX92b 2-0-0 i 2-0-0 Scale:r=1 I6.00 3 1 ,12 4x5 ,2 ... i M ^ 4 A illtillIllMilli � 4 3x8 II I 0-3-0 i 2-0-0 I 0-3.0 1-9-0 Plate Offsets(X,Y)-- 11:0-5-1,0-2-51 LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 7 >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/TPI2007 Matrix-MS I Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 3=52/Mechanical,4=28/Mechanical,1=80/0-3-8 Max Horz 1=29(LC 12) Max Uplift 3=-27(LC 12),4=-15(LC 12),1=-14(LC 12) Max Gray 3=52(LC 1),4=33(LC 3),1=80(LC 1) 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.Opsl;BCDL=5.Opst;h=2517 B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I 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 27 lb uplift at joint 3,15 lb uplift at joint 4 and 14 lb uplift at joint 1. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. Design valid lex use only with Mlleb`-:connectors.This design is based only upon parameters shown,and is for an kytividual 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 tx4lding design. Bracing Indicated Is to prevent buckling of Individual taus web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,se eANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lexi Street.Suite 312,Plexcndrla,VA 22314. Tarrpa.FL 33610 Job Truss Truss Type 1 Qty Ply T9596194 11038TOA J16 JACK-OPEN 5 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:21 2016 Page 1 I D:G15x1Fg5IX38jgdnZ3196cz5nDU-FBGiDgJ 1 iiAbTyYinRBTjQ8kmTvjC2jXgOBmn?yX92a 1 2-5.8 6-0-0 2-5-8 3-6-8 ' Scale=1:22.1 4 I ' - I /I 6.00 riT 1 3x4 11 13 3,3 `- m 4x51 12 R iili. (r)• i L, 4x5 II 9 IIo M. 7 3x8 II 2x4 I! 1 2.5.8 i 6-0-0 I 2-5-8 3-6-8 Plate Offsets(X,Y)-- [1:0-3-0,0-2-51 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.39 Vert(LL) 0.08 5-6 >924 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.15 5-6 >465 180 BCLL 0.0 ' Rep Stress Inch YES WB 0.00 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:25 lb FT=20% LUMBER- BRACING- s TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. 3-7:2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=238/0.5-8,4=142/Mechanical,5=95/Mechanical Max Horz 1=86(LC 12) Max Uplift 4=-52 LC 12),5=-3 LC 12) Max Gray 1=238(LC 1),4=142(LC 1),5=108(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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;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 52 lb uplift at joint 4 and 3 lb uplift at joint 5. Q WARNING-Venlydesign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek,rs connectors.this design is based only upon parameters shown,and is for an individual buidlrrg component,notmilt a truss system.Before use.the[wilding designer must verify the applicability 01 design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of IndWkdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability end to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Informafon avalkable Born truss Plate I nsltute.218 N.Lee Street.Suite 312,Alexandrla,VA 22314. Tarrpa,FL 33610 i Job ;Truss Truss Type Qty Ply T95961951 11038TOA 1J21 JACK-OPEN 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:21 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-FBGiDgJ 1 iiAbTyYinRBTIQ8pZT?FC2jXgOBmn?yX92a 2-9-3 2-9-3 2.83 12 2 f Scale=1:8.9 0 N d L I 3x8 11 3 3x4= 0-4-8 2-9-3 0-4-8 2-4-11 Plate Offsets(X,Y)-- (1:0.0 0,0-1-6),(1:0-3-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 8 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=56/Mechanical,3=35/Mechanical,1=126/0-4-15 Max Horz 1=21(LC 8) Max Uplift 2=-25(LC 8),3=-17(LC 8),1=-46(LC 8) Max Gray 2=56(LC 1),3=40(LC 3),1=126(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=25f1;B=45th L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 25 lb uplift at joint 2,17 lb uplift at joint 3 and 46 lb uplift at joint 1. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.10a032016 BEFORE USE. Design valid lot use only with Milek?connectors.this design Is based only upon parameters shown,and Is lot an IrsdMdral building component.not a trues system.Before use,the building designer must verity the opplicatAlity of design parameters and properly kscotrxxate this design Into 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 coliwse with possible personal InF ry and properly damage. For general guidance regarding the tabrIcatbn.storage.delivery,erection and bracing of misses and truss systems,seeANSI/lPl1 Quality Criteria.DS8.89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdiabie from truss Plate Institute.218 N.Lee Street.Suite 312.AlexandrW.VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty Ply I T9596196 11103870A J26 JACK-OPEN i 12 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:22 2016 Page 1 ID:Gf5x1Fg51X38jgdnZ3196cz5nDU-jKp4ROK(S?IS567uL9iiGehuMsGW xVzg32wKJSyX92Z 6-0-0 i 6-0-0 3 Scale=1:22.7 a� 6.00 512 12 a 4x5 11 M M 2 1 001T IMO.k 4 3x8 II 3- 6-0-0 i 3 5-9-0 Plate Offsets(X,Y)-- (1:0-3-0,0-2-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.13 4-9 >549 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.13 4-9 >567 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=254/0-3-8,3=149/Mechanical,4=72/Mechanical Max Horz 1=86(LC 12) Max Uplift 1=-61(LC 12),3=-71(LC 12),4.39(LC 12) Max Gray 1=254(LC 1),3=149(LC 1),4=104(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.Opsh BCDL=5.Opsf;h=25ft;B=45th L=24ft;eave—oft;Cat. II;Exp B;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 and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 1,71 lb uplift at joint 3 and 39 lb uplift at joint 4. 0 WARNWO-Verify design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 1411-7473 rev.10103/2015 BEFORE USE. Design veld tot use only with blllekl connectors.This design Is dxucxi oily upon parameters shown.and is for an Individual building component,nt,not . a teas system.Before use,the building designer must verily the ail ricability of design parameters and properly Incorporate this design Into 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 requ*od 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/1PI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inform:Mon available from Truss Plate Institute.218 N.Lee Street,Site 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply T9596197 11038TOA J31 JACK-OPEN4 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:22 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-jKp4ROKfS?IS567uL9iiGehzdsL8xVzg32wKJSyX92Z 2-9-3 2-9-3 Scale=1:13.9 4.24 FIF 2 3` 2x4 II 1 . N NA N N 011 II ;x/11 1d ...---4,1„111!...111111 ill Ell 3 411 4 2x4 II I 2-9-3 I 2-8-13 LOADING (psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 3-4 >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/TP12007 Matrix-MS Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=102/0-7-0,2=73/Mechanical,3=30/Mechanical Max Horz 4=26(LC 12) Max Uplift 2=-30(LC 12) Max Gray 4=102(LC 1),2=73(LC 1),3=49(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsi;BCDL=5.Opsf;h=25it;B=45ft;L=241h eave=41h Cat. II;Exp B;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 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 2. A WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03'2015 BEFORE USE. MN Design valid for use only with Milekb connectors.This design is based only upon parameters shown,and is for an individual balding component.not a truss system.Before use,the building designer must verify the applicability of design parameters arra properly hcorpaale this design into the overall building design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent cdiapee wtlh possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seOANSI/TPI I Quality Criteria.DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalton avdlable trom Truss Plate Institute.218 N.Lee Street.Suite 312.Alexctnckla,VA 22314. Tampa.FL 33610 Job j Truss Truss Type Qty Ply T9596198� :11038TOA J32 JACK-OPEN 2 1 1 Job Reference(optional) J Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:23 2016 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-BW NTeLLHDJQJjGi5vsDxprDAIGiOgyDgligtruyX92Y I 2-0-0 2-0-0 Scale=1:9.0 4.00112 2 1 a: co n .1111Miall.1111 N -• d 61 3 3x6 II 2., 3x4= I 0-3-0 I 2-0-0 0-3-0 1-9-0 Plate Offsets(X,Y)-- (1:0.0.0,0-1-5],(1:0-1-10,0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ` Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 1 n/a r/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=47/Mechanical,3=33/Mechanical,1=80/0-3-8 Max Horz 1=19(LC 12) Max Uplift 2=-19(LC 12),3=15(LC 12),1=-23(LC 12) Max Gray 2=47(LC 1),3=34(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.Opsf;h=25th B=45ft;L=24ft;eave=4ft;Cat. It;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 19 lb uplift at joint 2,15 lb uplift at joint 3 and 23 lb uplift at joint 1. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10103/2015 BEFORE USE. Design valid for use oily with MilekQ®connectors.This design k based only upon parameters shown.and Is for an Ilnllvkduol building component,notMN a 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 hnttvkduci truss web and/or chord members only. Additional temporary and{immanent bracing Miiek• Is always required for stability and to prevent collapse with possible personal Injury and property danage. For general gridrrnce regarding the fdxk:atlor>,storage,deiNery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Corn Truss Plate Institute.218 N.Lee Street.Stile 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9596199 11038TOA J42 JACK-OPEN 6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:23 2016 Page 1 I D:Gf5xtFg51X38jgdnZ3196cz5nDU-BW NTeLLH DJQJjGi5vsDxprD9mGiAgyDgligtruyX92Y 2-0-0 2-0-0 Scale=1:14.1 6.00 FT. 2 2x4 II • - o : ; ■ ,/ ,/ 4 3 2x4 II 2-0-0 2-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.06 Vert(TL) -0.00 3-4 >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 Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/0-5-8,2=52/Mechanical,3.21/Mechanical Max Horz 4=27(LC 12) Max Uplift 2=-29(LC 12) Max Gray 4=74(LC 1),2=52(LC 1),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=45th L=24ft;eave=4ft;Cat. II;Exp B;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 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 2. � i I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mltoke connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use-the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of indMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stabIlty and to prevent cdiap so with possible personal hbury and properly damage. for general guidarrce regarding the fabrk:atkm,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. --- --� Tampa,FL 33610 Job Truss Truss Type Qty Ply T9596200 11038TOA J46 JACK-OPEN 10 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:24 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-fjxrrhLv-cYAKPHHTZIAL3mDggyBPPSzWMPQNKyX92X 6-0-0 6-0-0 Scale=1:25.0 2 tt 6.00(12 ,t 6 5 m w 3x4 II 1 irm mal �t 1� • 4 3 3x4= 6-0-0 6.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.07 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.16 3-4 >445 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.10 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=232/0-5-8,2=161/Mechanical,3=71/Mechanical Max Horz 4=84(LC 12) Max Uplift 2=-72(LC 12) Max Gray 4=232(LC 1),2=161(LC 1),3=111(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3.1-12,Interior(1)3.1-12 to 5-11-4 zone;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 72 lb uplift at joint 2. __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MD-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MAO)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 appilcablity of design parameters and properly Inccnpxrato this design Into the overall building design. Racing Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always requtred for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANSl/1P11 Quality Criteria,DSS-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street.Safe 312.Alexan ria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9596201 11038TOA J52 ,JACK-OPEN 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:24 2016 Page 1 ID:Gf5x1Fg51X38jgdnZ3l96cz5nDU-fjxrrhLv.cYAKPHHTZIAL3mL6g2oPPSzWMPQNKyX92X 1-2-2 2-0-0 1-2-2 0-9-14 6.00 12 Scale=1:14.1 3 3x6 2x4 I I h N 4 4 11 i 5 4 2x4 II 1-2-2 2-0-0 1-2-2 0-9-14 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=74/Mechanical,3=53/Mechanical,4=20/Mechanical Max Horz 5=11(LC 12) Max Uplift 5=-7(LC 8),3=-22(LC 12) Max Gray 5=74(LC 1),3=53(LC 1),4=36(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24th eave=41h Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-2-2,Interior(1)1-2-2 to 1-11-14 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 5 and 22 lb uplift at joint 3. A WARNING-Verify design p rer otoro and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mi1-7473 rev.10/031015 BEFORE USE. Design valid for use only with MIIek®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 verily the applicability of design txsanetors and Ixolxsrly incorporate his design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pxxmanent bxax:ing MiTek• is always rea.)tired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-$9 and SCSI Building Component ! 6904 Parke East Bid. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Ory Ply T95962021 11038TOA IJ62 JACK-OPEN 1 1 Job Reference(optional)___ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:25 2016 Page 1 ID:Gf5x1Fg51X38jgdnZ3l96cz5nDU-7vV D31 MYlwg 1 yZsTOHG PuGJV34018si6109_wnyX92 W 2-0-0 2-0-0 2x4 I !_ I Scale=1:17.2 1■ 2 V ■ Qs N 1 II ■ 4 3 2x4 II I 2-0.0 I 2-0-0 LOADING (psf) I SPACING- 2-0-0 CSI. ; DEFL. in (foc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 I Vert(LL) -0.00 4 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 ri/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS ( Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/Mechanical,2=54/Mechanical,3=20/Mechanical Max Uplift 4=-16(LC 8),2=-24(LC 8) Max Gray 4=74(LC 1),2=54(LC 1),3=36(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=251t;B=45th L=24ft;eave=oft;Cat. II;Exp B;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 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 4 and 24 Ib uplift at joint 2. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with MIIek'5 connectors.This design B based only Upon parameters shown,and Is for an indivkival building component.not a truss system.Before use.the building designer must verify the or dicubilty o1 design parameters and property kx,ropx>rate this design Into the<rver<d1 building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and p onnaxent Inking MiTek' is always required for stabillty and to prevent collapse with possible personal Injury and property damage. For general guidance regardlr4{1 the fabrication,storage,delvery,erection and bracing of trusses end truss systems,see-ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informailon avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexen drla VA 22314. Tanpa.FL 33610 Job Truss Truss Type Qty Ply T9596203 11038TOA TO1 HALF HIP GIRDER 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:26 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-c53bGNNAW EotajOga_neQUrczUXHtJCG_guXSDyX92V 2-0-0 6-0-0 2-0-0 4-0-0 Scale=1:13.5 Special 4x5— NAILED 2x4 II 6.00 RI 3 11 4 4 , �■ 11 2iT w 11 w 62x4 II 12 5 Special NAILED 3x81I 2x4 II 2-0-0 6-0-0 2-0-0 4-0-0 Plate Offsets(X,Y)-- (1:0-3-0,0.2-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.11 5-6 >648 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.27 5-6 >256 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.06 1 n/a rUa BCDL 10.0 I Code FBC2014/fPI2007 l I Matrix-MS Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=248/0-5-8,5=248/Mechanical Max Horz 1=29(LC 8) Max Uplift 1=-33(LC 8),5=-61(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-452/99 WEBS 3-6=-262/86 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 B;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 33 lb uplift at joint 1 and 61 lb uplift at joint 5. 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)74 lb down and 76 lb up at 2-0-0 on top chord,and 20 lb down and 11 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:3=-1(F)6=-17(F)11=-1(F)12=-9(F) 1 I 1 WARNING-Verily design parwnerers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mileld)connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the balking designer must verify the applicability of design parameters and properly krcogorolo this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing cir-,g MITek' Is always required for stability and to prevent collapse with possible personal Inkiy and property damage. For general guidance regarding the kaxIcatkn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety In formallon available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9596204 1103870A 102 HALF HIP 1 1 • I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:26 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-c53bGNNAWEotajQga.neQUraVUh2tJDG_guXSDyX92V 2-5-8 4-0-0 6-0-0 2-5-8 1 1-6-8 i 2-0-0 I Scale=1:18.4 4x5= 2x4 I I 4 5 6.00 FT1.. I ii 2x4 II i 3 4X5 i . N 2CD 1 II MM 1 MM N RI ' 2x4 6 IQ ■ ccdbb 3x4= t 8 INA 2x4 II 3x8 I I 2-5-8 4-0-0 6-0-0 2-5-8 l 1-6-8 I 2-0-0 Plate Offsets(X,Y)-- [1:0-3-0,0-2-51 LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.09 8 >807 180 BCLL 0.0 ' Rep Stress Inch YES WB 0.05 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=234/0.5.8,6=234/Mechanical Max Horz 1=58(LC 12) Max Uplift 1=-11(LC 12),6=-41(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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 5-10-4 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at Joint 1 and 41 lb uplift at joint 6. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. 111111 Design valid for use only with MiTold>connectors.This design is txnsect only upon parameters shown.and Is for cn Individual building component,not a tr ss system.Before use,the building designer must verily the ar plicobi]N of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of iritivkical truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal kilury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,soeANSt/WI1 Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Btvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 1 795962051 11038TOA 103 HALF HIP 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:27 2016 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nDU-4HdzUjOoHXwkBt?s8i ItzhOoPt?tcmTPDKe4_fyX92U 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:18.8 4x5= 2x4 I I 3 4 6.0012 rliAll r 12 4x5 II2 ri 1 0:Cr ill me 1 ■ MN ,� � 5 3x4= 3x8 11 9-3-0 4-0-0 6-0-0 0.3.0 3-9-0 2-0-0 Plate Offsets(X,Y)-- [1:0-3-0,0-2-51 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.07 5-10 >984 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.08 5-10 >866 180 BCLL 0.0 * Rep Stress lncr YES j WB 0.05 Horz(TL) -0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS 1 Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=251/0-3-8,5=217/Mechanical Max Horz 1=58(LC 12) Max Uplift 1=-75(LC 12),5=-94(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.Opsf;BCDL=5.Opsf;h=25th B=45ft;L=24ft;eave=4tt;Cat. II;Exp B;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 5-10-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 75 lb uplift at joint 1 and 94 lb uplift at joint 5. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1603/2015 BEFORE USE 1111 Design valid for use only with Ml lekt connec tors.this design k based only upon parameters shown,and is for an individual rodding component.not a truss system.Before use.the braiding designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek• is always required for stability and to prevent collapse with possible personal him/and properly damage. For general gukkarce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty IPly T9596206, 11038TOA T04 HALF HIP GIRDER 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:28 2016 Page 1 ID:Gf5xl Fg5IX38jgdnZ3196cz5nDU-YU BLh3PQ2r2bp 1 a2iPp6W vxyTHFTLDsZR_NeW 5yX92T 2-0-0 6-0-0 2-0-0 4-0-0 Scale=1:14.2 Special 4x5- NAILED 2x4 II 6.00 I 3 131 n 4 4x5 — 11 I1 2 1104 • 1 — (111 62x4 II Special 14 NAILED 3x8 II 2x4 II 10-3-01 2-0-0 6-0-0 0-3-0 1-9-0 4-0-0 Plate Offsets(X,Y)-- [1:0-3-0,0-2-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.12 5-6 >585 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.20 5-6 >350 180 BCLL 0.0 * Rep Stress Inca NO WB 0.04 Horz(TL) 0.05 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:26 lb FT=20% —1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=266/0-3-8,5=230/Mechanical Max Horz 1=29(LC 8) Max Uplift 1=-99(LC 8),5=-110(LC 5) 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=5.0psi h=25ft;B=45th L=24ft;eave=4ft;Cat. It;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 lb uplift at joint 1 and 110 lb uplift at joint 5. 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)45 lb down and 85 Ib up at 2-0-0 on top chord,and 21 lb down and 7 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIt) Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:3=-1(B)6=-17(B)13=-1(B)14=-9(B) 1 L WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/20/5 BEFORE USE. Design valid for use only with MITeldo connectors.This design is based only upon parameters shown,and Is for an indivkduai txliding component,ent,not a truss system.Before use,the building designer must verify the gKNicatilty of design rxrameters and properly Incorporate this design Into the overall balling design. Bracing indicated Is to prevent buckling of Individual truss wet,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 guidcrrco regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabte from Truss Plate Institute,218 N.Lee Sheet.Sulte 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss ITruss Type Oty Ply ! I T9596207 11038TOA T05 HIP GIRDER 1 r 2;Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:35 2016 Page 1 I D:Gt5xlFg51X38jgdnZ3196cz5nDU-rq6?9SUpP?xc96dOcNRII NjOg6ZtUCPb2ZaW GByX92M 6-0-0 11-8-0 17-2-422.8.8 28-2-12 30-5-8 33-6-0 38-11-0 42-5-8 44-11-0 6-0-0 5-8-0 5-6-4 5-6-4 5-6-4 2-2-12 3-0-8 5-5-0 3-6-8 2-5-8 Scale=1:78.1 NAILED NAILED NAILEDNAILED NAILED NAILED 2x4 H NAILEDNAILED NAILED 3x6= NAILEDNAILED 6.00 12 7x10= _ NAILED NAILEDNAILED 4x5 NAILEDNAILED 3x6_ 4x10= 2x4 11 NAILED 4x10= NAILED 6x6 1/ 3 36 37 438 3940 41 5 6 42 437 44 8 9 45 46 47 10 48 49 50 11 4x5;2000 ,0 x5% A', �u 12x12 1 l+ - 13 � 7rr��T�'' ''''" I'' ''' ..":41 411111,,%11:... ei '' 16 15 - d d 51 52 24 53 54 23 55 56 22 21 57 58 5920 60 61 1962 18 64 es 66 67 4x10= 68 14 2x4 Ii 2x4 II NAILED 2x4 I 4x5= 2x4 11 4x10 I NAILED NAILED 3x6= NAILED 4x5_ 5x8- 2x4= NAILEDNAILED 3x8 H NAILEDNAILEDNAILEDNAILED 3x5 II NAILEDNAILED NAILED NAILED 4x10= NAILED NAILED NAILED NAILEDNAILED NAILED NAILEDNAILED 0-3-0 6-0-0 11-8-0 17-2-4 22-8-8 28-2-12 30-5-8 33-6-0 38-11-0 42-5-8 44-11-0 0.3'-0 5-9-0 I 5-8-0 I 5-6-4 I 5-6-4 5.6.4 2-2-12 3-0-8 1 5-5-0 3-6-8 12-5-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[3:0-4-8,0-2-0],[12:0-2-8,0-1-14],[13:0-2-8,0-2-13],[17:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.17 23-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.32 12-15 >623 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.82 Horz(TL) 0.12 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:498 lb FT=20% L. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 12-14:2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 2-3-12 REACTIONS. (lb/size) 1=1735/0-3-8,13=560/0-5-8,19=4817/0-5-8 Max Horz 1=-59(LC 23) Max Uplift 1=-840(LC 8),13=-31(LC 8),19=-1600(LC 8) Max Gray 1=1769(LC 17),13=560(LC 1),19=4817(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2446/1211,3-4=-2826/1547,4-5=-2088/1313,5-7=-2088/1313,7-9=-1269/4384, 9-10=-1276/4422,10-11=-379/0,11-12=-432/0 BOT CHORD 1-24=-1004/2088,23-24=-1009/2099,21-23=-1460/2826,20-21=-643/68, 19-20=-1037/331,16-17.1324/619,15-16=-1324/619,12-15=0/401 WEBS 3-24=-125/356,17-19=-4725/1632,9-17=-599/231,10-17.3541/850,10-16=0/394, 10-15=-506/1847,11-15=-402/208,3-23=-574/855,7-20=-93/373,7-21=-964/2456, 4-21=-936/277,5-21=-565/241,17-20=-794/1066,7-17=-4737/1976 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,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=45ft L=45tt;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 840 lb uplift at joint 1,31 lb uplift at joint 13 and 1600 lb uplift at joint 19. 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. Continued on Daae 2 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev-10/03/2015 BEFORE USE Design valid for use only with MilektS connectors.This design Is based only upon parameters shown,and is for an IndMdual building component.not , a trim system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bxtlldng design. Bracing Indicated Is to prevent buckling of IndNidual truss web and/or chord members only. Addllonal temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Ito; fabrication.storage,delivery,erection and b radng of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avWa le from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9596207 11038TOA T05 HIP GIRDER 1 2 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:35 2016 Page 2 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-rq6?9SUpP?xc96dOcNRII NjOg6ZtUCPb2ZaW GByX92M LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(ptf) Veil:1-3=-60,3-11=-60,11-12=-60,12-13=-60,18-26=-20,12-17=-20,14-32=-20 Concentrated Loads(Ib) Vert:3=-89(F)6=-89(F)11=-82(F)22=-52(F)12=-228(F)24=-52(F)15=-75(F)20=-52(F)7=-89(F)8=-89(F)36=-89(F)37=-89(F)38=-89(F)40=-89(F)41=-89(F) 42=-89(F)43=-89(F)44=-89(F)45=-97(F)46—82(F)48=-82(F)49=-82(F)50=-82(F)51=-210(F)52=-197(F)53=-52(F)54=-52(F)55=-52(F)56=-52(F)57=-52(F) 58=-52(F)59=-52(F)60=-52(F)61=-52(F)62=-61(F)64=-75(F)65=-75(F)66=-75(F)67=-75(F)68=-214(F) A WARNING-Verify dealgn parameters and READ NOTES ON THIS AND INCLUDED MITEI REFERANCE PAGE MI1.7473 oro 1003/2015 BEFORE USE. Design valid for use only with MITekl)connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before uso.Itxn building designer must verify the dXx)licablity of design parameters and properly Incorporate this design Into the overall bulking 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 Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sooANSI/TPI I Quality Cdtsrla,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 pry Ply _____, T9596208 11038TOA IT06 HIP 1 1 1 ! Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:36 2016 Page 1 ID:G15xIFg5IX38jgdnZ3196cz5nDU-JOgNNoVR913TnFBbA5y_gbGAgWxW DbLkHDJ3peyX92L 7.10-15I 14-5-11 21-3-7 28-2-12 ,30.5.8 132-9-11 I 37-0-1 42-5.8 144-11-0 7-10-15 6-6-12 6-9-13 6-11-5 '2-2-12 2-4-3 4-2-6 5-5-7 2-5-8 Scale=1:80.6 6x8= 6.0012 3x6= 2x4 II 5x8= 3 36 4 36 37 5 6 38 7 39 8 40 9 34 \41 4x6 2 10Di- 1 . 1114_mama. b 15 d d 23 22 21 20 19 195x6 II 4x10= 13 4x10 II 2x4 II 3x6= 5x8 11 3x5= 5x6= 2x4 II 3x8 II 0• •0 7-4-10 7-0115 14-5-11 I 21-3-7 I 28-2-12 130.5.8 I 37-0-1 37.5.6 42-5-8 144-11-0 1 0-1-0 7-1-10 0-6-5 6-6-12 6-9-13 6-11-5 2-2-12 6-6-9 0-6-5 4-11-2 2-5-8 Plate Offsets(X,Y)-- [1:0-3.8,Edge],[3:0-3-12,0.1-41,[9:0.4-0,0-1-81,[10:0-1-12,0-2-0],[12:0-4-9,0-2-51,114:0-2-0,0-1-81,[16:0-3-0,0-1-81,[18:0-2-0,0-0-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.91 j Vert(LL) 0.18 22-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.34 22-23 >984 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.07 19 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:237 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied. 3-6,6-9:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-2 oc bracing. BOT CHORD 2x4 SP No.2'Except' WEBS T-Brace: 2x4 SP No.3-5-19 16-18:2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEBS 2x4 SP No.3 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.3 Brace must cover 90%of web length. SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1018/0-3-8,12=455/0-5-8,19=2120/0-5-8 Max Horz 1=-73(LC 10) Max Uplift 1=-397(LC 12),12.48(LC 12),19=-515(LC 12) Max Gray 1=1027(LC 21),12=457(LC 18),19=2120(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1488/1013,3-4=-1544/1164,4-5=-872/804,5-7=-124/802,7-8=-163/852, 8-9.390/101,9-10=-486/76,10-12.-640/163 BOT CHORD 1-23=-813/1256,22-23=-807/1252,20-22=-1013/1544,19-20=-663/872,18-19=-591/69, 16-17=0/454,14-15=-255/956,12-13=-117/514 WEBS 4-20=-804/422,17-19=-985/280,7-17=-377/151,10-15=-617/309,5-19=-1873/1082, 5-20=402/605,3.22=-267/417,8-17=-960/256,8-15=-90/537 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.Opst;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 4-5-14,Interior(1)4-5-14 to 7.8-2,Exterior(2)7-8-2 to 43-8-13,Interior(1)43-8-13 to 44-11-0 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 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsl on the bottom chord in 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 397 lb uplift at joint 1,48 lb uplift at joint 12 and 515 lb uplift at joint 19. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNWG-Vaulty design psiarrwtara and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE ME-7473 Irv.10103V2016 BEFORE USE Design valid for use only with MITekb connectors.This design a based only upon parameters shown,and is for an Individual bolding component.not 12. a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate Ibis design into the overail building design. Bracing Indicated is to prevent buckling of indlvktrxx 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 klfuy and property damage. for general guidance regarding the fabrication.storage,delivery,erecBon arid bracing 01 tr sses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 -J Job Truss Truss Type Qty Ply T9596209 i11038TOA T07 HIP 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:37 2016 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-nDDIa8W 3wcBKOPmnjoTDNooMyvlyy2CuW t3cL4yX92K 7-0-0 , 9-10-15 i 15-9-11 21-11-7 28-2-12 30-5-8 i 35-0-1 39-0-13 1 42-5-8 144.11-0, 7-0-0 2-10-15 5-10-12 6-1-12 6-3-5 2-2-12 4-6-9 4-0-12 3-4-11 2-5-8 Scale=1:80.6 6x8= 6.00112 3x6= 5x8= - 2x4\\ t 37 5 38 6 397 8 40 41 9 35 3 r :a • 2 10 36 �� 42 433x4 II I". _..1:144444 6 Ti �� 11 12 N .. ,.7 15 1.1 d 16 24 23 22 21 20 19 4x10= 14 4x10 11 11 7x10= 2x4=3x5= 4x6= 3x8 5x6= 3x4 II 0-3-0 9-4-10 9-}0115 15-9.11 21-11-7 1 28-2-12 130-5-8 1 35-0-1 35.6-6 42-5-8 144.11.0{ 0-1-0 9-1-10 0-6-5 5 10-12 6-1-12 6-3-5 2.2-12 4-6-9 0.625 6-11-2 2-5-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge),(4:0-3-12,0-1-41,[9:0-4-0,0-1-81,113:0-4-9,0-2-51,(17:0-2-8,0.0-121,[19:0-2-4,0-1-81,[22:0-3-4,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.15 24-29 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.29 24-29 >999 180 BOLL 0.0 * Rep Stress lncr YES WB 0.99 Horz(TL) 0.06 20 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS f Weight:262 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 17-19:2x4 SP No.3 WEBS Web Brace:Length(member) 5-8-9(6-20); WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1014/0-3-8,13=449/0-5-8,20=2131/0-5-8 Max Horz 1=-92(LC 10) Max Uplift 1=-392(LC 12),13=-40(LC 12),20.528(LC 12) Max Gray 1=1029(LC 21),13=459(LC 18),20=2131(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1445/956,3-4=-12881955,4-5=-1190/927,5-6=-606/606,6-8=-100/640, 9-10=-296/57,10-11=-1035/220,11-13=-605/121 BOT CHORD 1-24=-774/1207,23-24=-718/1151,21-23=-746/1190,20-21=-426/606,19-20=-466/152, 16-17=-666/286,15-16=-55/490,13-14=-78/488 WEBS 18-20=-1004/285,8-18=-980/300,8-16=-209/987,4-24=-255/295,6-20=-1532/891, 6-21=-438/632,5-21=-785/423,10-16=-356/191,10-15=-145/525 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=45ft;eave=511;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 9.8-2,Exterior(2)9-8-2 to 41-8-13,Interior(1)41-8-13 to 44-11-0 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 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 392 lb uplift at joint 1,40 lb uplift at joint 13 and 528 lb uplift at joint 20. 0 WARNING-Verify dq/gn parameter,and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 911-7473 ray.10/03/2015 BEFORE USE Dein valid for use only with Mllek�B connectors.this design is Used only upon parameters shown.and Is for an triivlckK1 building component,not . a truss system.Before use.the bulking designer must verify the appltcab lity of design parameters and property Incorporate this design Into the overall bullring design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addlion l temporary and permanent bracing ' MiTek' Is always required for stabNtty and to prevent collapse with possible personal injury and property damage. for gcervrral gukiaice reaming the fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormallon avciahle from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ' T9596210 11038TOA T08 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:38 2016 Page 1 ID:GfSxIFg51X38jgdnZ3196cz5nDU-FPn7nUW hhwJAOZLzH W?SwOLcmJcehVvl kXoAtW yX92J 5-4-15 I 10-9-0 11-10-15 16-6-4 22-3-12 26-6-0 78-2-12 30-5-8 33-0.1 3734 42-5-8 44.11-0 5-4-15 5.4.1 1-1.15 4-7-S 5-9-8 I 4.2-4 '1-8.12' 2-2-12 I 2-6-9 I 4-8-3 I 4-9-4 1 2-5-8 i Scale=1:80.6 6x6 2x4 II 3x6= 6,18= 6.00112 12 4 5 41 6 42 43 7 8 44 45 9 46 10 i .1•11 a • er 40 11 1"..1 39 3 47 3x5 I h 48 n 7' 12 rb 2 24E 23 o 1 �� ::/ ,5x12= 27 26 25 �w�., v i/// `v _ at-�118 1:, t'' jd 30 29 22 21 203x4 I 17 •15 4x10= 4x10 II 2x4 11 3x6 11 2x4= 4x6= 3x8 II 3x411 3x4 II 5x8= 2x4 I I 2x4= I 5.4.15 i 10-9-0 11-10-15 16-6-4 22-3-12 I 26-6-0 78-2.121 30-5-8 i 33-0.133-6,-6 42-5-8 144-11.0 I 5-4-15 5-4-1 1.1 4-7-5 5-9-8 4-2-4 1-8-12 2.2.12 2.6-9 04-5 8-11-2 2-5-8 Plate Offsets(X,Y)-- (1:0-3-8,Edge),14:0-1-4,0-2-01,f5:0-0-12,0.3-0],[10:0-3-12,0-1-4],112:0-3-2,0-0-01,114:0-4-9,0-2-5],f24:0-2-12,0-1-4],(26:0-2-4,0-1-8],128:0-6-0,0-3.41 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.20 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.52 16-17 >386 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) 0.03 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 — Matrix-MS Weight:270 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-29,22-24,18-20:2x4 SP No.3 6-0-0 oc bracing:24-25,22-24,21-22,17-18. WEBS 2x4 SP No.3*Except* JOINTS 1 Brace at Jt(s):23 9-21:2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1026/0-5-8,14=492/0-5-8,21=2076/0-5-8 Max Horz 1=111(LC 11) Max Uplift 1=-128(LC 12),14=-79(LC 12),21=-191(LC 12) Max Gray 1=1035(LC 21),14=514(LC 22),21=2076(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1649/380,3-4=-2018/482,4-5=-1464/414,5-6=-1526/424,6-7=-804/303, 7-9=-804/303,9-10=0/521,11-12=-1259/366,12.14=-691/212 BOT CHORD 1-30=-296/1412,4-28=-76/618,27-28=-267/1684,25-27=-215/1526,24-25=-572/136, 23-24=-418/108,20-21=-67/264,18-19=-267/118,16-17=-159/493,14-15=-147/566 WEBS 3-30=-518/189,19-21=-1941/382,19-23=-1295/308,9-23=-1294/320,10-19=-902/135, 11-17=-437/218,11-16=-1661713,10-17=-57/512,9-25=-269/1618,7-25=-359/139, 6-25=-908/160,6-27=0/332,28-30=-320/1506,3-28=-6/346 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;6=4511;L=45ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 4-5.14,Interior(1)4-5-14 to 11-4-4,Exterior(2)11-4-4 to 39-7-1,Interior(1)39-7-1 to 44-11-0 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 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Ops1 on the bottom chord in 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 128 lb uplift at joint 1,79 lb uplift at joint 14 and 191 lb uplift at joint 21. 1 � 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with Milek!)connectors.This design is based only upon parameters shown.and is tot an 4lcilvkirral building component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly inca{xxato Ittk design Into the overall bedding design. Bracing indicated is to prevent buckling of indMdual truss web and/or chord members only.Additional temporary and permanent bracing Milek" Is always required for stability and to prevent collapse with pestle personal Injury and properly dear 3. For fabrication.storage.delivery, >it< SB-89 guidance Be dingthe erection and bracing of trusses and truss systems,seeANSUiPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satety Information avWable from Inas Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T95962111 11038TOA 109 HIP 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:40 2016 Page ID:Gf5xIFg51X38jgdnZ3196cz5nDU-BovuC9YyDXZuFtVMPx1 w?RQxu7Ko9RfKCrHGyPyX92H 31-0-1 I 5-4-15 I 10-9-0 I 13-10-15 , 16-6.4I 22-3-12 I 26-6.0 28-2-1g 30-5-8 I 36-8-4 42-5-8 , 44-11-0� 5-4-15 5-4-1 3-1-15 ' 2-7-5 5.9.8 4-2.4 '1-8-12 2.2-12 ' 5-8-3 5-9-4 ' 2-5-8 0-6-9 Scale=1:81.4 6x12 i 4x5= 3x6- 4x5= 6x12 5 6 741 8 42 9 10 6.0012 .04%. II o - 4x5 ;aid 1143 o nqru: 3nr` n 4x5 i5x6 3944 rt.:' ji -= _ 12 4x5 1 2 28 24 23 1. 13 lq I °� !: /4 7x10= 27 26 25 4 x...18 4. _.a. 14:18 c! .. 4x5= 34_ .t 17 = /lo45ll 30 29 4x10= 22 21 20 4x10= 15 4x5= 3x5 11 3x5= 3x8 I I 4x10 I I 3x4 II 3x4 Il 5x8 11 5.4.15i 10.9.0 i 13-10-15 16-6-4 , 22-3-12 I 26-6-0 ?8.2.9 30-5-8 I 36-8-4 I 42-5-8 f 44-11-0 1 5-4-15 5-4-1 3-1-15 ' 2-7-5 5-9-8 4-2-4 1-8-12 2-2-12 6-2-12 5-9-4 2-5-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[5:0-5-4,0-3-0],[10:0-5-4,0-3-0],[12:0-2-0,0-2-8],[14:0-4-9,0-2-5],[16:0-2-0,0-1-8],[19:0-4-0,0-2-4],[24:0-2-4,0-1-0],[26:0-2-4,0-1-8], [28:0.3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) l/deft Ud ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.11 17-18 >999 240 MT20 244/190 1 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.28 27-28 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) -0.07 21 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:285 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 4-29,22.24,18-20:2x4 SP No.3 WEBS 1 Row at midpt 9-23 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):23 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1043/0-5-8,14=521/0-5-8,21=2030/0-5-8 Max Horz 1=-134(LC 10) Max Uplift 1=-130(LC 12),14=-83(LC 12),21=-184(LC 12) Max Gray 1=1056(LC 21),14=558(LC 18),21=2030(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1680/371,3-4=-2073/497,4-5=-2059/588,5-6=-1315/397,6-8=-741/299, 8-9=-741/299,9-10=0/345,10-11=-746/349,11-12=-719/224,12-14=-805/223 BOT CHORD 1-30=-282/1435,4-28=-264/191,27-28=-173/1304,25-27=-164/1306,24-25=-369/130, 16-17=-296/1171,14-15=-158/646 WEBS 3-30=-497/173,19-21=-1797/404,19-23=-1179/315,9-23=-1203/317,11-17=-380/236, 12-17=-636/250,28-30=-296/1498,3-28=-41/372,10-19=-690/158,9-25=-257/1391, 8-25=-368/152,6-25=-780/134,5-28=-278/980,10-17=-247/880 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=S.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cal. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 4-5.14,Interior(1)4-5.14 to 13-8-1,Exterior(2)13.8-1 to 37-7-3,Interior(1)37-7-3 to 44-11-0 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 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 130 lb uplift at joint 1,83 lb uplift at joint 14 and 184 lb uplift at joint 21. r>D WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1003/2015 BEFORE USE Design valid for use only with Milekr.,,connectors.phis design is based only upon parameters shown,and Is for an kndlvklual building component,not Mt a truss system.Before use,the txikfing designer must verify the arvlk;abllty of design parameters and properly incorporate this design into 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 stabfllty and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Qualify Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9596212 11038TOA T10 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:41 2016 Page 1 ID:G15xlFg51X38jgdnZ3196cz5nDU-fTGQVZa-rhlt14YyeY9Xez5DXhVuwLTRV 1 gUryX92G I 5-4-15 1 10-9-0 I 15-10-15 21-10-9 26-6-0 , 29-0-1 { 32-7-6 36.6-7 38-8-13 44-11-0 I 5-4-15 5.4.1 5-1-15 5-11-10 4-7-7 ' 2-6-1 3-7-5 3-11-1 2-2-6 6-2-3 Scale=1:80.6 6.00 12 5x8= 6x6 5 rsa sa 361-n 6 37 rsa 38 3a ,7 8 6x6 a/ I -� 9 3x6 4 10 35 +. `+ 39 2x4// 3 11 � 34 qp d c� 19 18 12 1 2 .3 == afs tlo �'. 5x12= 22 41 21 20 42 3x4 �+ u r�; 1°1N 4x10= 3x6_ 1°d, 25 24 17 16 43 15 44 14 4x10 II 2x4 II 2x4 II 3x6= 3x8 II 2x4= 29.0-1 5-4-15 [ 10-9-0 i 15-4.10 15-11 15 21-10-9 � 26-6-0 28-5-8 36-6-7 44-11-0 5-4-15 54.1 4-7-10 0-6$ 5-11-10 4-7-7 11-11-8 I I 7-6-6 8-4-9 I 0-6-9 Plate Offsets(X,Y)-- 11:0-5-9,Edge],15:0-4-0,0-1-8],(8:0.0-12,0-3-0],(13:0-4-9,0.2-51,[23:0-6-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.61 Vert(LL) -0.14 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.28 24-25 >999 180 1 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(TL) 0.03 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:272 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins,except BOT CHORD 2x4 SP No.2'Except' 2-0.0 oc purlins(4-9-13 max.):5-8. 4-24,17-19:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-18 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 JOINTS 1 Brace at Jt(s):18 REACTIONS. (lb/size) 1=1082/0-5-8,13=587/0-5-8,16=1925/0-5-8 Max Horz 1=151(LC 11) Max Uplift 1=-145(LC 12),13=-108(LC 12),16.145(LC 12) Max Gray 1=1085(LC 21),13=603(LC 22),16=1967(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1732/397,3-4=-2196/557,4-5=-1389/432,5-6=-1182/424,6-7=-786/370, 9-11=-669/280,11-13=-816/272 BOT CHORD 1-25=-299/1495,4-23=-64/601,22-23=-383/1923,21-22=-110/788,13-14=-178/675 WEBS 3-25=-532/183,4-22=-927/281,6-22=-72/561,6-21=-814/241,7-21=-236/1281, 16-18=-1233/238,7-18=-1252/233,23-25=-313/1560,3-23=-84/440,5-22=-61/349, 9.16=-604/208,9-14=-84/577,11-14=-335/179 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=5.0psh h=25ft;B=45ft;L=45ft;eave=5ft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4.5-14 to 15-6-6,Exterior(2)15-6-6 to 35-11-0,Interior(1)35-11-0 to 44-11-0 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 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 145 lb uplift at joint 1,108 lb uplift at joint 13 and 145 lb uplift at joint 16. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verity doalgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11.7473 rsv.I0/03/2015 BEFORE USE. NI Design valid for use only with MITeirb connectors.INs design Is based only upon parameters shown.and Is for an Individual hulking component,not a truss system.Before use,the lauding designer must verify the applicability of design Ixlrarnetors and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of iradNkluol miss web aril/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fatrkanon,storage,delivery,erection and braking of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Information avalklble from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply T9596213 11038TOA T11 HIP I1 1 al) Building Component Supply, Jacksonville,Fl 32256 8.010 s Job 016RefMiTekrence Industries, Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:42 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-8A1 edrZCI8pcVAfkW L3O4sW BQwzbdJndf9mN0lyX92F 26.11-0 5-4.15I 10.9.0 i 12-9-9 1 18-0-0 I 24.5.9 t 26.6-0 28-2.12 32-7-6 38-8-13 44-11-0 5-4-15 5-4-1 2.0.9 5-2-7 6-5-9 2-0.70-5=0 4-4-10 6-1-7 6-2-3 1-3-12 7x10 Scale=1:79.0 6.00.11r 7x6= 2x4 I 5 4041 4243 6 7 6x6 39 44 3x6 4 9 c}I T •• 2x4 7/ co n 3 10 en 38 ° \IP/ 45 4• 21[0=r; 17 11 0 1,2 4� 46 23 2P 47 1$ 48 ,b 6 26 20 6 _ 2x4 3x6= 3x4 Tagav 2x4 2x4= 'F 9x1 a 11 6l 29 28 2x4= 3x4= 1649 15 50 14 51 13 4x10 II 2x4 II 5x8= 3x6= 3x8 I 7x10= 5-4-15 l 10-9-0 ,12-9-9, 18-0-0 24-5-9 ,26.6.028-2-1?I 36-6-7 44-11-0 5-415 5-4-1 ' 2-0-9 ' 5-2-7 6-5-9 ' 2-0-7 '1-8.12 8-3-11 8-4-9 Plate Offsets(X,Y)-- 11:0-5-9,Edge),[12:0-4-9,0.2-5),[18:0-2-0,0-0-81,[19:0-2.0,Edge),125:0-3-8,Edge) LOADING (psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 1 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.17 23-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.46 23-24 >736 180 BOLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(TL) 0.04 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS • Weight:280 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,9-12:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2`Except' JOINTS 1 Brace at Jt(s):17 4.28,24-26,20-21,16.18:2x4 SP No.3 WEBS 2x4 SP No.3`Except' 6-17:2x4 SP No.1 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1050/0-5-8,12=533/0-5-8,15=2011/0-5-8 Max Horz 1=176(LC 11) Max Uplift 1=-163(LC 12),12=-139(LC 12),15=-95(LC 12) Max Gray 1=1055(LC 21),12=559(LC 22),15=2212(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1674/419,3-4=-2497/675,4-5=-2580/838,5-6=-915/453,6-7=0/494,7-8=0/461, 8-10=-543/344,10-12=-714/334 BOT CHORD 1-29=-313/1470,4-25=-432/254,24-25=-101/916,23-24=-157/960,19-20=-282/8, 16-19=-271/0,12-13=-217/592 WEBS 3-29=-689/214,5-23=-571/191,8-13=-72/584,10-13=-341/167,15-17=-1398/181, 5-25=-480/1819,25-29=-320/1620,3-25=-178/788,6-23=-174/1322,6-17=-1376/169, 8-15=-613/207 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.Opsh h=25f1;B=45ft;L=45ft;eave=5ft;Cat. II;Exp 8;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 4-5-14,Interior(1)4-5-14 to 18-0-0,Exterior(2)18-0-0 to 33-3-4,Interior(1)33-3-4 to 44-11-0 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 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsi 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 163 lb uplift at Joint 1,139 lb uplift at joint 12 and 95 lb uplift at joint 15. in, I r A WARNING-&Why design parameters and READ NOTES ON THIS AND INCLUDED AMR REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek0l connectors.This design Is based only upon parameters shown,and Is for an Indivkicxl bulding component,not a truss system.Before use•the building designer must verify the applicabllly of design parameters and properly Incorporate anis design Into the overall bundling design. Bracing Indicated Is to prevent buckling of Individual Buss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal blue and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely IMormallon available from Inas Male Institute-21819.lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9596214 1103870A 112 PIGGYBACK BASE 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Mon Oct 03 10:27:44 2016 Page 1 I D:GftSxxl FFg51X38jgdnZ3196cz5nD U-4Z9P2XbSHm3 KkUp7em5s9Hbclkf n5Eav7T F U 5AyX92 D 26-6.0 1 5-4-15 1 10.9.0 12.9.9, 15-4-8 1 20-0-0 r 24-5-9 24:1 -0 6.2.121 32.7-6 i 38-8.13 44.11-o 54.15 5-4-1 2-0-9 ` 2-6-15 4-7-8 4.5.9 65 7 18-12 4.4.10 61.6 6.2.3 1-7.0 Scale=1:86.6 6x6 \\ 6x8= 6.00;12 6 3x4 7 2x4 II II 8 6x6 41 I 42 9 3x6 4 5 \` 10 . :. \I . I 2x4// o 40 3 I l" 11 43 lor zs ,. 1 2 ie. 25 24 2 `�_-I r 8 12 0 _ 23 T 3x R rir 1!2x4 283x4 II 4x10= 3x6= 213x I• r I 4(11' 5, I,3 31 30 2x4= 2x4= 17 16 44 15 45 14 4x10 II 2x4 II 3x4=5x8 H 3x6= 3x8 II 5x12= 5.4.15 10-9-0 12-9.9 154.8 20-0-0 24-5-9 26-6-0 -244 36-6-7 44-11-0 i 5-4-15 1 5-4-1 { 2-0-9 12-6-15 I 4.7.8 1 4-5-9 1 2-0-7 '1.8 .121 8-3-11 1 8-4-9 Plate Offsets(X,Y)-- f1:0-5-9,Edgel,f13:0-4-9,0-2-51,f20:0.2-0,Edge),[27:0-6-0,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 j Vert(LL) -0.13 30 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 1 Vert(TL) -0.32 30-31 >999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.95 j Horz(TL) 0.04 16 r/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:302 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, BOT CHORD 2x4 SP No.2*Except* except 4-30,26-28,21-22,17-19:2x4 SP No.3 2-0-0 oc purlins(6-0-0 max.):6-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-1-12(7-18); " SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 JOINTS 1 Brace at Jt(s):18 REACTIONS. (lb/size) 1=1068/0-5-8,16=1962/0-5-8,13=564/0-5-8 Max Horz 1=-196(LC 10) Max Uplift 1=-156(LC 12),16=-115(LC 12),13=-126(LC 12) Max Gray 1=1068(LC 1),16=2055(LC 17),13=591(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1699/403,3-4=-2547/620,4-5=-1511/481,5-6=-826/394,6-7=-679/390, 7-8=-12/378,8-9=0/365,9-11=-605/324,11-13=-776/314 BOT CHORD 1-31=-293/1462,4-27.85/757,28-29=-55/258,26-27=-371/1945,25-26=-426/2195, 24-25=-236/1295,22-24=-2/251,19-22=-52/513,18-19=-15/437,20-21=-262/55, 17-20=-268/0,13-14=-200/646 WEBS 3-31=-679/212,16-18=-1250/182,11-14=-338/169,7-24=-118/884,7-18=-1187/67, 27-31=-306/1539,3-27=-143/773,5-24=-943/272,5-25=-91/727,4-25=-1085/228, 9-16=607/178,9-14=-73/577 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=45ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 20-0-0,Exterior(2)20-0-0 to 24-11-0,Interior(1)31-3-4 to 44-11-0 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 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 156 lb uplift at Joint 1,115 lb uplift at joint 16 and 126 lb uplift at joint 13. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. � I ► 0 WARNING•Vastly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03/2015 BEFORE USE. Net Design valid for use only with Mllekodv connectors.1Ns design Is based only upon parameters shown,and Is for an kxilvkival twikfing component.not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Ind,vtducl truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability aid to prevent collapse with p essble personal injury and property damage. For general guidance regarding the MiTek* fabrication,storage,delivery,ereciton and bracing of trusses end truss systems.seeANSI/111 I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormallon available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss j Truss Type Ory Ply T9596215 11038T0A T12A I PIGGYBACK BASE 3 1 i Job Reference(gptional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:45 2016 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-YlinGtc423BBMeNJBUd5iU8ne802gkP3L7?1 dcyX92C I 5-4-15 I 10-9-0 112-9-91 16-7-4 1 22-5-8 124-5.9 26.6-028-2-12 32-7-6 38-8-13 44-11-0 1 5-4-15 5-4-1 2-0-9 3-9-11 5-10-4 2-0-1 2-0-7 1-8-12 4-4-10 6-1-6 6-2-3 5x8= Scale=1:90.7 6.00 FIT 7 x4 'I 3x6 i 6 8 42 41 3x6 5 9 10 co'.'3 I\4 .- 1•10,0 2x4// 40 3 11 1 2 / .�11rg 25 24 w ?08 12 Q !..74;,;i 28 44 23 21 9:1.8 I I j cL y -- v: regi 3t, b 2x4=3x4 11 3x6= 3x5 II . jd• 31 30 2x4= 2x4= 17 16 47 15 48 14 4x10 II 2x4 11 2x4 H 3x6— 3x8 H 3x4= 5x12= 5.4.15 1 10-9-0 112.9.91 16-7-4 I 22-5-8 124-5-9 26-6-028-2.12I 36-6-7 I 44.11.0 1 ' 5-4-15 5-4-1 2-0-9 3-9-11 5-10-4 2-0-1 2-0-7 1.8-12 8-3-11 8-4-9 Plate Offsets(X,Y)-- [1:0-5-9,Edge],[13:0-4-9,0-2-51,122:0-2-8,0-0-12],[23:0-2-4,0-1-81,[27:0-6-0,0-3-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.13 14-16 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.34 25-26 >999 180 i BCLL 0.0 ' Rep Stress Ina YES WB 0.72 Horz(TL) 0.06 16 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS j Weight:289 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.4-15 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 4-30,26-28,21-22,17-19:2x4 SP No.3 WEBS 1 Row at midpt 7-18,6-24,4-25 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):18 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1056/0-5-8,16=1993/0-5-8,13=544/0-5-8 Max Horz 1=-217(LC 10) Max Uplift 1=-146(LC 12),16=-143(LC 12),13=-109(LC 12) Max Gray 1=1056(LC 1),16=2032(LC 17),13=586(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1677/374,3-4=-2517/514,4-6=-1318/374,6-7=-534/297,7-8=-31/383,8-10=0/349, 10-11=-596/290,11-13=-768/281 BOT CHORD 1-31=-249/1509,4-27=-65/783,28-29=-53/251,26-27=-278/2066,25-26=-332/2316, 24-25=-130/1217,22-24=0/470,19-22=-32/767,18-19=0/665,20.21=-305/85, 13-14=-171/639 WEBS 3-31=-702/184,16-18=-1269/175,8-18=-330/204,11-14=-345/173,7-18=-1275/6, 27-31=-259/1589,3.27=-93/819,6-24=-1080/265,6-25=-55/780,4-25=-1238/240, 10-16=-587/167,10-14=-75/584,7-24=-112/850 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=5.0psi;h=25th B=45ft;L=45ft;eave=5ih Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4.5-14 to 22-5-8,Exterior(2)22-5-8 to 28.9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 4x5 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 1,143 lb uplift at joint 16 and 109 lb uplift at joint 13. l ith. A WARNING-Verify design paramatare and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekt>connectors.this design Is trisect only upon parameters shown,and is for an individual balding component,not o truss system.Before use.the building designer must verity the a{x>Ilcal>alry Of design parameters and property Incorporate this design Into the overall brAdng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gukkince regarding the tabxicalkln,storage,delivery,erectlon and bracing of trusses and truss systems,SeeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Srlte 312,Alexandria,VA 22314. Tempa.FL 33610 Job Truss Truss Type Qty !Ply T9596216 11038TOA T13 Half Hip 1 I 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:46 2016 Page 1 ID:GfSxlFg51X38jgdnZ3196cz5nDU-OxG9TDdjpNK2zoyW IB8KEigtfYNKZAbCankb93yX92B 5-6-4 10-9-0 12-9-9, 17-7-5 23-2-0 24-5-9 28-3-8 i 5-6-4 5-2-12 2-0-9 4-9-11 5-6-11t- - 6X6 `� Scale=1:76.6 7x10= 6 26 7 27 6.00(12 �. p 10 4x525 ,Fill = 1d 5 - 23 6x6 i 6 4 it 1 O N 4x5 i 411• d 3 4x5 24 .1r _ ., ••cs_•1 2 1 2 1J� 11 10 2S 9 8 N 14 _ 4x10- 2x4 it a le .2x4= 3x6 2x4= 4x5= 17 16 • 4x10 !I 4x5= 2x4 I 4x12= 5-6-4 10-9-0 .12-9-9 17-7-5 23-2-04.5• 28-3-8 I 5-6-4 I 5-2-12 ' 2-0-9 i 4-9-11 I 5-6-11 `I-3.9' 3-9-15 Plate Offsets(X,Y)-- [1:0-5-9,Edge),[7:0-3-0,Edgel,[13:0-6-0,0-3-81 _ LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (lac) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.15 16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.41 10-12 >834 180 BCLL 0.0 • Rep Stress Incr YES ! WB 0.79 Horz(TL) 0.23 23 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:220 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. 4-16,12-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: WEBS 2x4 SP No.3 8.11-7 oc bracing:1-17 OTHERS 2x4 SP No.3 7-5-13 oc bracing:10-12. SLIDER Left 2x6 SP No.2 1-6-0 WEBS 1 Row at midpt 4-10 Web Brace:Length(member) 6-4-7(5-9);7-1-8(6-9); REACTIONS. (lb/size) 1=1126/0-5-8,23=1103/0-3-8 Max Horz 1=335(LC 12) Max Uplift 1=-50(LC 12),23=-197(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1802/137,3-4=-2796/428,4-5=-1397/181,5-6=-634/103,6-7=491/132 BOT CHORD 1-17=-425/1539,4-13=-132/831,12-13=-531/2247,10-12=-625/2455,9-10=-314/1187 WEBS 3-17=-751/262,4-10=-1412/345,5-10=-82/767,5-9=-1065/277,7-9=-285/1060, 13-17=-441/1642,3-13=-205/916 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=5.0psf;h=25ft;B=45ft;L=28tt;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0.0 to 23-2-0,Exterior(2)23-2-0 to 27-4-15 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 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf 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,with BCDL=10.0psf. 7)Bearing at joint(s)23 considers parallel to grain value using ANSVTPI 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 50 lb uplift at joint 1 and 197 lb uplift at joint 23. � 1 la A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE Design valid for use orgy with MiTek®connectors.This design Is txsed only upon parameters shown,and Is for an individual bolding component not a truss system.Before use-the building designer must verify the applicability of design parameters cad properly Incorporate this design into the overall buldng design. Bracing Indicated is to prevent buckling of InctMdual Buss wets and/or chord members only.Additional temporary and permanent tracing MiTek• Is always required lar stability and to prevent cdlapse wilh possible personal Injury and property damage. For general guidance regarding the fabricatkxL storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ON Ply 1 T9596217 11038T0A T14 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:47 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-U8gXgZdLahSvbyXiJvfanvD6yxi_Idt MpRUBhVyX92A 5.6.4 10-9-0 112-9-91 17-7-5 24-5-9 25-2r0 28-3.8 5.6.4 5-2-12 2-0-9 4-9-11 6-10-5 Ci 8-'7 3-1-8 6x6 ll Scale=1:87.1 3x4= 3x4= 3x4= 7x10= 6.00 12 3x4= 7 8 3x4 4x5 26 'll 1.7] 3x6 i 6243x6_ 5 \ 4x5 d 4 4x5 �` 3 4x5 25 '�=ate.. 113 12 Im :412 11 27 4x10= 2x4 l1r2x4 i I 18 17 2x4 4x10 I 4x5= 2x4 II 3x8 MT20HS= 4x12= 5.6.4 10-9-0 112.9-91 17.7.5 24-5-9 25-2r028-3-8 , 5-6-4 5-2-12 2-0-9 4-9-11 6-10-5 0.8.7 3-1-8 Plate Offsets(X,Y)-- [1:0-5-9,Edge),[8:0-3-0,Edge),[14:0-6-0,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.15 17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.40 11-13 >845 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(TL) 0.24 24 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:220 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 4-17,13-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 8.10.10 oc bracing:1-18 OTHERS 2x4 SP No.3 7-5-15 oc bracing:11-13. SLIDER Left 2x6 SP No.2 1-6-0 WEBS 1 Row at midpt 9-19,4-11 Web Brace:Length(member) 8-1-8(7-10); T-Brace: 2x4 SP No.3-6-10 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=1126/0-5-8,24=1103/0-3-8 Max Horz 1=363(LC 12) Max Uplift 1=-37(LC 12),24=209(LC 12) Max Gray 1=1126(LC 1),24=1115(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1803/107,3-4=-2788/390,4-6=-1412/139,6-7=-443/33,7-8=-300!79 BOT CHORD 1-18=-428/1545,4-14=-140/823,15-16=-84/258,13-14=-531/2218,11-13=-615/2455, 10-11=-311/1233 WEBS 3-18=-750/262,4-11=-1379/342,6-11=-66/801,6-10=-1225/303,14-18=-450/1638, 3-14=-197/916,8-10=-307/1169 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=S.Opst;BCDL=5.0psf;h=25ft;B=45fh L=28th eave=4ft;Cat. Il;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3.0.0 to 25-2-0,Exterior(2)25-2-0 to 27-10-4 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)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)Bearing at joint(s)24 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 37 lb uplift at joint 1 and 209 lb uplift at joint 24. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verity dWgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rov.10/03/1015 BEFORE USE. mil- Design valid for use only with Mileldi connectors.Mis 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 Iso rips Aica ility of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is fo prevent buckling ng of Indiivkdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Slaty tnformallon available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9596218 1103870A T15 Half Hip 1 1 , i Job Referencejoptional) Building Component Supply, Jacksonville,Fl 32256 8.010 a Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:48 2016 Page 1 ID:GfSxlFg51X38jgdnZ3196cz5nDU-yKOvuuezL_amD56utcApJ7mGYLlMl5?V25DiExyX929 5.6.4I 10-9-0 ,12-9-91 17-7-5 1 22-8-12 24-5-9 27-2-028-3p 5.6-4 5-2-12 '2-0-9 4-9-11 5-1-8 -8-13 2-8-7 1-1- 3x6_ Scale=1:89.6 6.00112 8 g 5x8 4xs� iI 0 d 2x4 I '\ 1° 3x6= 3x6 9 6 24 5 `¢ 4x5 i a' 4 4x5% d 4x5�i `- y 11 25 r„�- 2 ��•.�13" ,./�_ 0 1512 t1 26 2710 I.3 M ;r N 2x4=4x5 I 4x10= 4x5= 18 17 3x4 4x10 I I 4x5= 2x4 H 3x8 MT2OHS= 4x12 5-6-4 10-9-0 112.9-91 17-7-5 24-5-9 27-2-028-3-8 5-6-4 5-2-12 2-0-9 4-9-11 6-10-5 ' 2-8-7 1-1- Plate Offsets(X,Y)-- [1:0-5-9,Edge),18:0-3-0,0-2-01,[9:Edge,0-3-01,113:0-2-8,0-0-81,[14:0-6.0,0-3-81,116:0.2-0,0-0.81 LOADING (psi) SPACING- 2-0-0 T CSI. l DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.73 Vert(LL) -0.48 10-11 >699 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.96 10-11 >352 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.37 24 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 4-17,13-15:2x4 SP No.3,10-12:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-4-7 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 4-11 9-10:2x4 SP No.2 T-Brace: 2x4 SP No.3-7-10 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x6 SP No.2 1-6-0 (0.131-x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1126/0-5-8,24=1103/0-3-8 Max Horz 1=392(LC 12) Max Uplift 1=-23(LC 12),24.223(LC 12) Max Gray 1=1126(LC 1),24=1198(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1801/77,3-4=-2768/369,4-6=-1436/91,6-7=-1436/191,10-19=-233/1105, 9-19=-233/1105 BOT CHORD 1-1B=-431/1548,4-14=-158/798,15-16=-53/364,13-14=-578/2185,11-13=-631/2448, 10-11=-162/566 WEBS 3-18=-740/262,4-11=-1393/384,6-11=-366/172,14-18=-464/1618,3-14=-203/906, 7-10=-1072/315,7-11=-254/1405 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.Opsh h=25ft;B=45ft;L=28ft;eave=41t;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-010 27-2-0,Exterior(2)27-2-0 to 27-10-4 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)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 20.0psf 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. 7)Bearing at joint(s)24 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 23 lb uplift at joint 1 and 223 lb uplift at Joint 24. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIi-7473 rev.10/03/2015 BEFORE USE. le Design valid for use only with Milekts connectors-This design Is bused only upon rxxameters shown,and Is tor an individual budding component,net a teas system.Before use,the bulling designer must verify the applicability of design parameters and properly Inc(xrxxoi)this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss wob 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 gukknce regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems.seoANSI/TP11 Quality Crlteda,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Nexrndria,VA 22314. Tampa.FL 33610 'Job ITuuss Truss Type Qty Ply T9596219 1103870A j T17 MONOPITCH 4 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:48 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-yKOvuuezL-amD56utcApJ7mFkL1L15uV25DiExyX929 5-4-15 , 10.9.0 ,12.9-9 16-4-12 19-2-12 , 22.0.12 24-5-9 , 28-3-8 5-4-15 5-4-1 '2-0-9} 3-7-3 1 2-10-0 ' 2-10-0 i 2-4-14 ' 3-9-15 Scale=1:83.9 6x6 i 8 - 6.00 12 11 4x5 i 7 II y 11 - 3x6— 4x5 3x6 ` 6 v '9 5 cirV.:^ 4 0 4x5% 'r' 3�.�I, r d 4x5 2i1I : L. ..�� o 2 4 17 28 29 14 30 13 10 31 329 _ ° ,s,10. 4x5= 3x8 MT2OHS= 4x10 1 20 19 4x5- 4x10 5.4.15I 10-9-0 112.9.91 19-2-12 24-5-9 28-3-8 5-4-15 5-4-1 2-0-9 6-5-3 5-2-13 3-9-15 ' Plate Offsets(X,V)-- [1:0-5-9,Edgel,(8:0-2-7,0.3-0(,[16:0.3-8,Edge( --------LOADING (psf) SPACING- 2-0-0 ' CSI. DEFL. in (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.79 Vert(LL) -0.24 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.55 14-15 >612 180 MT2OHS 187/143 BOLL 0.0 * Rep Stress Incr YES I WB 0.74 Horz(TL) 0.32 26 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i Matrix-MS Weight:204 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 4-19,15-17,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 7-11 8-9:2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1126/0-5-8,26=1103/0-3-8 Max Horz 1=402(LC 12) Max Uplift 1=-18(LC 12),26=-228(LC 12) Max Gray 1=1126(LC 1),26=1244(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1807/69,3-4=-2869/334,4-6=-2926/419,6-7=-1213/94,11-21=-194/1135, 8-21=-194/1135 BOT CHORD 1-20=-436/1611,4-16=-353/148,15-16=-251/1407,14-15=-319/1422,12-14=-157/695, 11-12=-208/720 WEBS 3-20=-784/252,16-20=-463/1793,3-16=-164/973,7-11=-1181/272,7-14=-156/1182, 6-14=-859/269,6-16=-378/1699 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;8=45ft;L=28ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0.0 to 27-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Bearing at joint(s)26 considers parallel to grain value using ANSVTPI 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 18 lb uplift at joint 1 and 228 lb uplift at joint 26. mi o WARNING-Verily deign parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1(/03/2015 BEFORE USE. Design windfor use only with Wok®connectors.this design Is based only upon parameters shown,and Is for an individual building component.not t a truss system.Before use,the building designer must verify the oppilcablity of design parameters and properly ince p xato this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/of chord members only. Additional temporary and permanent bracing ng MiTek• Is always required for stability and to prevent coltapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of Inoses and truss systems.seeANSI/1PI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalkrile from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T9596220. 11038TOA T18 MONOPITCH 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:49 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-QWyl5Efb6lidgFh4QKh2sKl R71MQmVctGlzFmOyX928 5-4-15 10-9-0 16.6.0 22-3-0 28-3-8 5-4-15 5-4-1 5-9-0 I 5-9-0 6-0-8 I Scale=1:83.9 6x6 i 8 ' 6.00 12 1. 4x5 i I I co v 4x5 `\ :.. 203x6= 3x6 i6 Y a 52x4 IIa 4 v 4x5 G d3 \4x521 `.�; ice. ..21100 '!I 7x10= 22 i1 23 10 24 25 9 4x5= 3x6= 4x5= 14 13 4x5= 2x4 I I 4x10 1 5-4-15 10-9-0 19-4-8 28-3-8 5-4-15 I 5-4-1 I 8-7-8 8-11-0 Plate Offsets(X,Y)-- [1:0-5-9,Edge],[8:0-2-7,0-3-01,112:0-3-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (1oc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.57 10-12 >594 180 BCLL 0.0 • Rep Stress Incr YES WB 0.90 Horz(TL) 0.42 20 rVa n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:198 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 4-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS T-Brace: 2x4 SP No.3-7-9 8-9:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.3 (0.131-x3")nails,6in o.c.,with 3in minimum end distance. SLIDER Left 2x6 SP No.2 1-6-0 Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1126/0-5-8,20=1103/0-3-8 Max Horz 1=402(LC 12) Max Uplift 1=-18(LC 12),20=228(LC 12) Max Gray 1=1126(LC 1),20=1245(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1806/69,3-4=-2386/230,4-6=-2440/322,6-7=-1111/72,9-15=-198/1143, 8-15=-198/1143 BOT CHORD 1-14=-436/1621,4-12=-360/153,10-12=-287/1279,9-10=-140/631 WEBS 3-14=-583/203,6-12=-315/1343,6-10=-803/265,7-10=-147/1161,7-9=-1181/266, 12-14=-456/1714,3-12=-75/541 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=45th L=28ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 27-10-4 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,with BCDL=10.Opsf. 4)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 228 lb uplift at joint 20. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Nil Design valid for use only vllh Mllekn connectors.Ns design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. gachg indicated is to prevent buckling of indivkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trussesarnd truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bid. Safety Information avalkable from Truss Rale Institute.218 N.Lee Sheet Suite 312.Alexandria.VA 22314. Tampa,FL 33610 IJob I Truss Truss Type Oty Ply T 19596221 11103870A T19 Monopitch 1 1 _ Job Reference(o�ttonal)_ 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:50 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-vjWgJagDscgTSPGH_1CHPYrdu9jlV1 EoVPiolgyX927 6.8-9 13-1-10 { 19-6-11 27-5-11 6-8-9 6-5-1 6-5-1 7-10-15 Scale=1:81.8 4x5-. 7 6.00112 4x5 s--- 6 „ 3x6_ 3x6 18 4x5 i 5 \\\\4] '^ 4 0 a 2x4 1\ , ,j, 3o 6 4x5 i 19 • p2 o o '_ 8 o dl 'ir21 IN 11 4x5= 12 11 20 10 4x5= 3x6= 4x5 = 4x10 I 9-11-2I 19-6-11 27-5-11 9-11-2 9-7-10 7-10-15 Plate Offsets(X,Y)-- 11:0-5-9,Edgej,(9:0-2-8.0-0-12j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.34 10-12 >694 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.63 10-12 >369 180 BCLL 0.0 * Rep Stress Inco YES WB 0.62 Horz(TL) 0.22 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:199 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 6-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:9-10. OTHERS 2x4 SP No.3 1 Row at midpt 6-9 SLIDER Left 2x6 SP No.2 1-6-0 WEBS Web Brace:Length(member) 7-1-6(4-10);8-9-13(6-8); REACTIONS. (lb/size) 1=756/0-5-8,10=1163/0-4-2,18=244/0-3-8 Max Horz 1=390(LC 12) Max Uplift 10=-242(LC 12),18=-50(LC 12) Max Gray 1=756(LC 1),10=1292(LC 17),18=268(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1071/0,3-4=-837/0 BOT CHORD 1-12=-279/942,10-12=-129/475,9-10=-633/175,6-9=-495/218 WEBS 3-12=-356/193,4-12=-59/600,4-10=-710/187 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=27tt;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 27-0-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are 3x4 MT20 unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Bearing at joint(s)18 considers parallel to grain value using ANSUTPI 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 242 lb uplift at joint 10 and 50 lb uplift at joint 18. 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE FADE MH-7473 rev.101012015 BEFORE USE. idl- DesIgn valid for use only with MIIekb connectors.INs design is based only upon parameters shown,and Is for at individual building component,not a truss system.Before use.the txdlding designer must verity Ipso applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of indtvkdual tans web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal I rUy and property damage. Ica general gukdau;e regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.058.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available Born Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type !Qty Ply T9596222 11038T0A 120 Monopitch i 1 1 i ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:51 2016 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-Nv42 W wgrdvyK4ZrTYkkW x1OryZ9KESRxk3SMrGyX926 7-4-614-5-4 20-6-7 23-5-6 , I 7-4-6 7-0-14 6-1-3 1 2-10-15 ' 2x4 .1 Scale=1:75.3 7 6.00112 1112 4x5 i 6 It 4x5 i 3x6 5 4 41 4 ,..14x5 i 3 0 \ 4x5% 17 s III 1 2 ° n? S' Lt.( s = 12 11 10 18 9 8 3x8 I 2x4 1 I 3x6 4x5= 4x5= 4x5= 7-4-6I 14-5-4 l 20-6-7 . 23-5-6 i 7-4-6 7-0-14 6-1-3 ' 2-10-15 Plate Offsets(X,Y)-- 11:0-4-9,0-2-51 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 � Vert(LL) -0.05 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.15 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.03 9 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS _ I Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing:8-9. SLIDER Left 2x6 SP No.2 1-6-0 WEBS 1 Row at midpt 7-8,3-10 Web Brace:Length(member) 8-6-3(6-9);7-5-5(5-9); REACTIONS. (lb/size) 1=807/0-5-8,9=1058/0-4-2 Max Horz 1=336(LC 12) Max Uplift 9=-220(LC 12) Max Gray 1=807(LC 1),9=1082(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3.1174/0,3-5=-620/0 BOT CHORD 1-12=-273/980,10-12=-273/980,9-10=-112/491 WEBS 3-12=0/280,3-10=-592/187,5-10=-18/497,6-9=-345/194,5-9=-804/184 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0pst BCDL=5.0psf;h=2501;B=45it L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exlerior(2)0-0-0 to 3-0-0,Interior(1)3-0-010 23-3-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are 3x4 MT20 unless otherwise indicated. 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=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 220 lb uplift at joint 9. 0 WARNING-Verify design parameters end READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE 515-7473 rev.10/03G01S BEFORE USE Nit Design valid for use only with MIlekc9 connectors.this design Is based oNy upon parameters shown,and Is for an individual b uldIng component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate tirls design Into the overall bulking design. Bracing located Is to prevent budding of Individual truss web and/or chord members oNy.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Inluy and property damage. For general gukt nce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.SeeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallablle from IRAs Pate Institute,218 N.Lee Street.Suite 312,Alexandria.a.VA 22314. Tampa.FL 33610 Job Truss I Truss Type Oty Ply T9596223 11038TOA T21 I Monopitch 1 1 Job Reference(optional) ` Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:51 2016 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nD U-Nv42 W wg rdvy K4ZrTYkkW xl OpJZ7cEOvxk3SMrGyX926 7-4-6 14-5-4 21-9-10 7-4-6 7-0-14 7-4-6 3x4// 2x4 II Scale:3/16'=1' 3x4// 6 6.00 12 3x4/i 4x5 16 3x4 3x4// 5 3x6 i •• J • 4 ' 4x5 i s* O 4x5% 15 ,, i1.10 • p I_ o 10 9 B 17 <'7 2x4 H 3x6- 4x5= 4x5- 3x8 11 7.4.6i 14.5.4 I 21-3-10 21-910 7-4-6 7-0-14 6-10-6 016,b Plate Offsets(XX)-- [1:0-4-9.0-2-51,(7:0-2-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.10 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.22 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES j WB 0.98 Horz(TL) 0.04 7 ri/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-7,3-8 SLIDER Left 2x6 SP No.2 1-6.0 Web Brace:Length(member) 8-2-3(5-7); REACTIONS. (lb/size) 7=866/0-4-2,1=866/0-5-8 Max Horz 1=312(LC 12) Max Uplift 7=-181(LC 12),1=-11(LC 12) Max Gray 7=910(LC 17),1=866(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1284/36,3-5=-753/0 BOT CHORD 1-10=-293/1077,8-10=-293/1077,7-8=-147/628 WEBS 3-10=0/265,3.8=-558/176,5-8=-2/531,5-7=-905/210 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25th B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 21-7-14 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,with BCDL=lO.Opst. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 lb uplift at joint 7 and 11 lb uplift at joint 1. _ A WARNING-Vivify design parameters and READ NOTES ON MS AND INCLUDED MVTEK REFERANCE PAGE*111.7473 ray.101032015 BEFORE USE. Design valid for use only with MlTekaS 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 a{xticabllity of design parameters and properly Incorporate this design Into the overall buldkng 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 colic;rse with possible personal Injury and properly damage. For general guidance regarding the i fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPtt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available horn Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9596224 11038TOA T22 ROOF SPECIAL 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:52 2016 Page 1 ID:Gf5xIFg51X38jgdnZ3196cz5nDU-r5dQkGhTOD4BhjQf6SFIUzw1 LyTgzxl5yjBvNiyX925 i 21-8-8 22-3-0 21-8-8 0-6-8 Scale=1:65.6 2x4 I 7 6.00 F1-2- 18 4x5 6 4x5 3x6 45 LT, co 4X5% O 3 4x5 i 17 2 ' I • 12 11 10 19 s s 2x4 I 4x5- 7x10_ 4x5- 4x10 I 21-8-8 21-8-8 0-6- Plate Offsets(X,Y)-- [1:0-5-9,Edge],[10:0-3-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.06 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.17 11-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i Matrix-MS Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 8-10:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-9,6-9 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=881/0-5.8,8=854/0-5-8 Max Horz 1=311(LC 12) Max Uplift 1=-14(LC 12),8=-172(LC 12) Max Gray 1=881(LC 1),8=885(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1357/57,3-5=-1012/18,5-6=-608/3 BOT CHORD 1-12=-332/1155,11-12=-332/1155,10-11=-206/842,9-10.128/516 WEBS 3.11=-361/146,6-9=-893/219,5-11=-13/346,6-10=-64/656,5-10=-551/134 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=4511 L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 21.6-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 lb uplift at joint 1 and 172 lb uplift at joint 8. A WARNING-Verify design parameter*and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.1GV32OtS BEFORE USE. Design valid for use oily with MlleklO connectors.this design Is based only upon parameters shown,and Is for an Individual balding component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Racing Indicated Is to prevent buckling of Individual truss web ami/or chord members oily.Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Cloddy Criteria,DSB-89 and BCSI Building Component I 6904 Parke East Blvd. Sdey Information available from Truss Plate institute.218 N.Lee Street.Site 312,Alexandria.VA 22314. Tampa.Ft.33610 Job Truss Truss Type Qty IPly l T9596225 1103870A T23 ROOF SPECIAL 2 1 1 _.�1__ 'Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:53 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-JlBoxci69XC2Jt?sf9m OATDxMu8iRrEBNxTv9yX924 5.5.0 10-11.13 21-8-8 22-30 5-5-0 5-6-12 10-8-11 0.6.(8 Scale=1:65.6 2x4 7 6.00 FIF 18 4x5 6 4x5 3x6 i n 45 ".•• tot: i s 0Ni rs 3 16L':' 4x51 17 2 1 G 1 'JO► - _ d 12 11 10 19 9 8 2x4 I 4x5= 7x10= 4x5= 3x8 II 5-5.0i 10-11-13 21-8-8 22-3-0 5-5-0 5-6-12 10-8-11 0.6.3 Plate Offsets(X,Y)-- 111:0-4-9.0-2-51,110:0-3-8,Edgel l LOADING (psf) I SPACING- 2-0-0 I CSI. DEFL. in (loo) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.06 9-10 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.44 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 8-10:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:10-11. SLIDER Left 2x6 SP No.2 1-6-0 WEBS 1 Row at mldpt 7-9,6-10,6-9 REACTIONS. (lb/size) 1=393/0-5-8,11=972/0-3-8,8=369/0-5-8 Max Horz 1=311(LC 12) Max Uplift 11=-72(LC 12),8=-136(LC 12) Max Gray 1=393(LC 1),11=972(LC 1),8=402(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-453/0 BOT CHORD 1-12=-270/366,11-12=-270/366 WEBS 5-11=-639/82,3-11=-486/156,5-10=0/331,6-9=-263/159 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4th Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 21-6-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 11 and 136 lb uplift at joint 8. wit A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1883/2015 BEFORE USE Design valid for use only with Mllekta connectors.this design is based only upon parameters shown,and is for on Yr-dh4dual building component,riot a truss system.Before use.the txildIng designer must verify the applicably of design parameters and properly Incatx Nato this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of IndMduol truss web and/or chord members only. Additional temporary and permanent tradlng MiTek• Is always required for stabltiy and to prevent collapse with possble personal hlury and property damage. to general guidance regarding the fabrication.storage,delivery,ereclkrn and bracing of trusses and truss systems,seeANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9596226 11038TOA T23A Half Hip 1 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:53 2016 Page 1 ID:Gf 5xl Fg51X38jgdnZ3196cz5nDU-JI Boxci69XC2Jt?sf9m_OAT DxMuOiRrEBNxTv9yX924 2�-8- 22.3.0 5-5-0 l 10-11-13 21.3-6 8 i 5.5.0 5.6.12 10.3.9 0.512 0-6-8 Scale=1:65.4 2x4 1 7 6.00 112 • 18 4x5 6 4x5< G 3x6<- 46 45 u01 • O• 4x5 i 3 4x5 i 17 2 12 11 19 10 9 8 2x4 II 4x5- 7x10= 425- 3x8 I I I 5-5-0 10-11-13 + 21-8-8 0 5-5-0 5-6-12 10-8-11 6-8 Plate Offsets(X,Y)-- (1:0-4-9.0-2-51,110:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 ( CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.05 9-10 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.44 Horz(TL) 0.01 1 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 8-10:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:10-11. SLIDER Left 2x6 SP No.2 1-6-0 WEBS 1 Row at midpt 7-9,6-9,6-10 REACTIONS. (lb/size) 1=393/0-5-8,11=972/0-3-8,8=369/0-5-8 Max Horz 1=311(LC 12) Max Uplift 11.72(LC 12),8=-136(LC 12) Max Gray 1=393(LC 1),11=982(LC 17),8=391(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-453/0 BOT CHORD 1-12=-270/368,11-12=-270/368 WEBS 5-11=-628/82,5-10=0/314,6-9=-283/159,3-11=-486/156 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0.0 to 21.6-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 11 and 136 lb uplift at joint 8. _ WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED M?fK REFERANCE PAGE MN-7473 rev.1(�9Y1075 BEFORE USE valid for use only with Mi lekd&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 iiity of design parameters and properly Incorporate this design into the overall building design. Proc:ing 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 coilarase with possible persorv,>I k*sy and property damage. For general guId nce regading the to ricalkxn,storage,delivery,erection and bracing of trusses and truss systems.seoANS1/1PI1 QualIy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 1 Job I Truss Truss Type City Ply T9596227 1103870A 1T24 Half Hip 1 1 Building Component Supply, Jacksonville,Fl 32256 — j Job Reference ndusnal I 8.010 s Apr 20 2016 MiTek ndustries,Inc. Mon Oct 0310:27:54 2016 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-nUIB8yjkwgkvxl Z2DtHDZO?OOmE NRt8001 gORbyX923 5.5.01 10-11-13 19-3-6 21-8-8 22-3-0 5-5-0 5-6-12 8-3-9 2-5-2 0-6-8 3x6= Scale=1:60.6 2x4 II 6.00x12 7 8 im4x5 ,-..- 4x5 6 4x5 19 3x6 45 1 m 4x5 - 3 4x5 i18 2 i 1 1,, G 0 20 13 12 11 10 9 3x8 !I 2x4 II 4x5= 7x10= 4x5= f 5-5-0 I 10-11-13 19-3-6 I 21-8-8 22-3-0 5-5-0 5-6-12 8-3-9 2-5-2 0.6.8 Plate Offsets(X,Y)-- [1:0-4-9,0-2-51,[7:0-3-0,0-2-01,(11:0-3-8,Edgel i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.02 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.05 10-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.43 Horz(TL) 0.01 1 rt/a n/a BCDL 10.0 j Code FBC2014/TPI2007 I Matrix-MS 1 Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 9-11:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:11-12. SLIDER Left 2x6 SP No.2 1-6-0 WEBS 1 Row at midpt 8-10,6-11,6-10 REACTIONS. (lb/size) 1=395/0-5-8,12=968/0-3-8,9=371/0-5-8 Max Horz 1=279(LC 12) Max Uplift 12=-79(LC 12),9=-116(LC 12) Max Gray 1=395(LC 1),12=977(LC 17),9=380(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-457/10 BOT CHORD 1-13=-256/369,12-13=-256/369 WEBS 5-12=-624/108,3-12=-486/153,5-11=0/311,6-10=-277/175 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=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-3-6,Exterior(2)19-3-6 to 21-6-12 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=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 12 and 116 lb uplift at joint 9. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A1N-7473 rev.1603/2015 BEFORE USE. Design valid for use only with Mltok€connectors.Itis design is based only upon parameters shown.and Is for an Individual building component,not . a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. tracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal Inlay and property damage. For general guidance regarding the fabrication,storage,deilvery,erection and bracing of trusses and truss systems-seeANSI/lPtl Quality Criteria.055-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Ptate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type 'Qty Ply T95962281 11038TOA T25 Half Hip 1 1 , I Job Reference(optional) , Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:55 2016 Page 1 ID:Gf5x1 Fg51X38jgdnZ3196cz5nDU-FgJZMIjMh8SmYA8EnaoS6bYYAAUSAKNX1gQZ_1 yX922 I 5-11-7 1 11-7-7 1 17-3-6 21-8-8 22-30 5-11-7 5-7-15 5-7-15 4-5-2 � 6x6 1\ Scale=1:54.8 4x5= 6.00 5T 6 19 7 rail 4x54 3x6*4x5 165 4 r� t�tif6 2x4\rn �irtir/ 3O4x5 i 17 p2 IMIIIIIIIIINainimiliog ■ 1� a '=' 12 20 21 11 10 22 9=' 6 4x5= 4x6= 2x4 11 4x10 II 4x10= 8-9-7 1 17-3-6 i 21-8-8 �10 8- 9-7 4-5-2 6-8 Plate Offsets(X,Y)-- [1:0-5-9,Edgel LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.13 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.61 Vert(TL) -0.26 10-12 >999 180 BCLL 0.0 * Rep Stress Incr YES I WB 0.43 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, BOT CHORD 2x4 SP No.2`Except' except end verticals. 8-11:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-9 OTHERS 2x4 SP No.3 Web Brace:Length(member) 6-1-7(5-10);6-8-3(6-10); SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=881/0-5-8,8=854/0-5-8 Max Horz 1=250(LC 12) Max Uplift 1=-43(LC 12),8=-143(LC 12) Max Gray 1=881(LC 1),8=912(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1328/127,3-5=-1153/116,5-6=-517/64,6-7=-403/99,7-9=-967/264 BOT CHORD 1-12=-335/1162,10-12=-239/834 WEBS 3-12=-271/153,5-12=-40/438,5-10=-619/203,7-10=-233/955 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.Opsf;h=251t;B=45ft L=24f1;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0.0 to 17-3-6,Exterior(2)17-3-6 to 21-6-12 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 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf 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. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 1 and 143 lb uplift at joint 8. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 my.Iaft2?015 BEFORE USE. NT Design valkd for use only with MIIek&V connectors.this design Is txned only upon parameters shown,and Is for an individual bulging component.not a truss system.Before use,the bulling designer must verily the applicability 01 design parameters and property Incorporate this design Into the overall buldIng 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 dcrnage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPl1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Street,Suite 312-Alexandria,VA 22314. Terve.FL 33610 Job Truss Truss Type Qty Ply 11038TOA T26 Half Hip 1 1 T9596229 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Mon Oct 03 10:27:55 2016 Page 1 I D:GfSxl Fg51X38jgdnZ3l96cz5nDU-FgJZMIjMh8SmYA8EnaoS6bYVoAUxAJ LXfgQZ_1 yX922 I 7.9-7I 15-3-6 21-8-8 22.3 10 7-9-7 7-5-15 6-5-2 6-6-8 6x6 \1 Scale=1:48.8 6.00 12 4x5= 5 17 18 6 3x6 4 16 4x5 3 �a m 15 4x5 i 4. k� 2 `�411 .1411111 0 .0i 10 9 19 2x4 18 77 3x8 II 2x4 II 8x10= I 7-9-7 15-3-6 I 21-8-8 I3 7-9-7 7-5-15 6.5.2 6- Plate Offsets(X,Y)-- (1:0-4-9.0-2-51,19:0-3-8.0-3-01 LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.20 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i Weight:152 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 7-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-8 OTHERS 2x4 SP No.3 Web Brace:Length(member) 6-5-3(3-9);5-10-3(5-9); SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=881/0-5-8,7=854/0-5-8 Max Horz 1=221(LC 12) Max Uplift 1=-54(LC 12),7=-132(LC 12) Max Gray 1=881(LC 1),7=872(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1308/147,3-5=-697/102,5-6=-521/142,6-8=-861/264 BOT CHORD 1-10=-318/1097,9-10=-318/1097 WEBS 3-10=0/294,3-9=-656/196,6-9=-231/853 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=411;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3-0-0 to 15-3-6,Exterior(2)15.3.6 to 19-6-5 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 3x4 MT20 unless otherwise Indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 132 lb uplift at joint 7. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/201S BEFORE USE. mill Design valid for use only with Mitelai connectors.this design Is based only upon parameters shown.and is for cn krdMdual building component,not a truss system.Before use.the build ng designer must verify the applica ilhy of design parameters and prorxerly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSt/TP11 Quaaly Criteria,DSB-89 and SCSI Bulkflnq Component 6904 Parke East Blvd. Safely Information mond*:trorn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 27314. Tanya.FL 33610 ;Job 'Truss Truss Type Qty Ply T9596230I 11038TOA IT27 Half Hip 1 1 Job Reference(optional) j Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:56 2016 Page 1 ID:Gf 5xl Fg51X38jgdnZ3196cz5nDU-jttxZek_SSadAKjRLIJhep5hvan2vobhtK97W UyX921 I 6-3.8 f 11-1-8 I 13-3-6 17-4-3 21-8-8 22.3 6-3-8 4-10-0 2-1-14 4-0-13 I 4-4-5 0-6-8 3x6- 2x4 I I 4x5= Scale=1:45.5 6.00 12 6 7 19 20 8 4x5 l- y 5 3x6 f- lot 18 2x4 I 4 c 3 N r N r` 17 4X5-.---- 2 2 le1,01 lo: 12 21 22 11 23 109 4x10 H 4x5= 8x10= 2x4 I I 6-3-8 13-3-6 21-8-8 2� 6-3-8 i 6-11-14 8-5-2 8.6- 3t Plate Offsets(X,Y)-- 11:0-5-9,Edge),16:0-3-8,0-2-41,111:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.21 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.52 11-12 >511 180 BOLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(TL) 0.03 9 rda n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:137 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 9-11:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-10 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=881/0-5-8,9=854/0-5-8 Max Horz 1=192(LC 12) Max Uplift 1=-64(LC 12),9=-136(LC 9) Max Gray 1=881(LC 1),9=897(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1362/170,3-5=-1374/268,5-6=-640/133,6-7=-595/139,7-8=-593/137, 8-10=-888/243 BOT CHORD 1-12=-318/1181,11-12=-243/800 WEBS 3-12=-324/180,5-12=-141/622,5-11=-331/166,8-11=-212/932 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.Opsl;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=41t;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-3-6,Exterior(2)13-3-6 to 17-6-5 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 1 and 136 lb uplift at joint 9. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1iEK REFERANCE PAGE M0.7473 rev.10/03@O15 BEFORE USE. tiff Design valid for use only with MITekS1 connectors.this design k based only upon parameters shown,and is for an Individual building component.not a truss system.Before use-the bullring designer must verify the applicability of design parameters and property kscorporote this design Into the overall tuldng design. Bracing indicated is to prevent buckling of IndNkival truss web and/or chord members only.Additional tempera),and permanent bracing MITek• is always regrired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fatrlcatIon,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available Born Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty 'Ply 795962311 11038TOA T28 Half Hip 1 1 I )Job Reference(optional) I Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:57 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-B3RJnzlcDliUoUldu?gwBOdo?z5reFlg6 vg2wyX920 t 5-9-7 I 11-3-6 21-8-8 22.3- 5-9-7 5-5-15 10-5-2 0.6-8 7x10 Scale=1:41.3 2x4 11 4x5= 4 17 5 18 6 6.00 r12 2x4 11 16 3 r 0 6 rb 15 4x5 2 1 v t L Iy, 10 19 20 g- 8 K d 7 4x10 I1 4x5= 8x10= 2x4 II 5-9-7i 11.3.6 21-8-8 22-3-0 5-9-7 5-5-15 10-5-2 6.e Plate Offsets(X,Y)-- [1:0-3-8,Edge),[9:0-3-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.25 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.59 9-10 >448 180 BCLL 0.0 • Rep Stress Incr YES WB 0.38 Horz(TL) 0.03 7 ria n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.0-14 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. 7-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 SLIDER Lett 2x6 SP No.2 1-6-0 REACTIONS. _ _ Ib/size 1 881/0-5.8 7 854/0.5.8 Max Horz 1=163(LC 12) Max Uplift 1=-73(LC 12),7=-149(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1376/205,3-4=-1387/318,4-5=-705/153,5-6=-698/150,6-8=-884/230 BOT CHORD 1.10=-326/1191,9-10=-228/789 WEBS 3-10=-297/198,5-9=-360/168,6-9=-212/1012,4-10=-149/612 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;8=45it;L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 11-3-6,Exterior(2)11-3.6 to 15-9-12 zone;C-C tor members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit 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 73 lb uplift at joint 1 and 149 lb uplift at joint 7. t � 0 WARNING-V.My design paremetors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473:vv.10/03/2015 BEFORE USE. NI Design valid for use only with Weld"connectors.This design is based only upon parameters shown,and is for an hdivkRat building component.not a Inas system.Before use,the building designer must verify the applicability of design parameters and fxopedy incorporate tits design Into the overall building design. Bracing Indicated Is to prevent buckling of indMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, Is always requked to stability and to prevent collapse with post le personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of teases and truss systems,see.ANSt/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avalabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Oty Ply l T95962321 11038TOA T29 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:58 2016 Page 1 ID:Gf5x1Fg51X38jgdnZ3196cz5nDU-gF?h_JmE-3gLPetpSiM9jEAygNTrNgezLeeDaMyX92? 6-3-8 11-1-8 , 12-11-10 l 15-2-0 17 i .2.5 21-8-83-P 6-3-8 4-10-0 1-10-2 2-2-6 2.0.5 4-6-3 6-8 6x6= Scale=1:41.6 4 4x6= 2x4 II 4x5.---- 5 5 7 8 i 6.0012 18a 19 n' • 2x4 II �, 3 1 r m 17 4x5 2 1 , 1 , o . :I 1Id . 12 20 21 11 10 9 400 II 4x5= 8x10= 2x4 II 6.3-8i 12-11-10 i 15-2-0 l 21.8.83-P 6-3-8 6-8-2 2-2-6 6-6-8 6.8 Plate Offsets(X,Y)-- 11:0-3-8,Edgel,(4:0-3-0,0-2-41,15:0.0-4,Edge),)11:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.21 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.53 11-12 >501 180 BCLL 0.0 • I Rep Stress lncr YES WB 0.50 Horz(TL) 0.03 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc puffins, BOT CHORD 2x4 SP No.2*Except' except end verticals. 9-11:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=881/0-5-8,9=854/0-5-8 Max Horz 1=134(LC 12) Max Uplift 1=-80(LC 12),9=-125(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1345/206,3-4=-1319/302,4-5=-862/181,5-7=-759/148,7-8=-823/161, 8-10=-874/211 BOT CHORD 1-12=-275/1145,11-12=-200/811 WEBS 3-12=-292/172,4-12=-123/567,6-11=-563/190,6-7=-428/170,8-11=-208/1087 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.Opsh BCDL=5.Opsf;h=25ft;8=4511;L=24ft;eave=4lt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0.0 to 11-1-8,Exterior(2)11-1-8 to 12-11-3 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.Ops1 on the bottom chord in 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 80 lb uplift at Joint 1 and 125 lb uplift at joint 9. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M/1-7473 rev.10.03/2015 BEFORE USE. Design valid for use only with Mllc44)connectors.This design is based only upon parameters shown.and is for an individual lending component,notla a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Brachg indicated Is to prevent buckling of Individual truss web and/or chord members only.Addltloocr temporary crud permanent bracing MRTek, is always required for stability and to prevent collapse with possible personal Yyury and property damage. For general guidance regarding the fabrication,storage,delivery,erection aux,bracing of tosses and truss systems.seeANSVTP11 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Ir ormallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply T9596233 1103870A T30 I Roof Special 1 1 Job Referencjption>al Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:58 2016 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-gF?h_JmE3gLPetpSiM9jEA_tNTvNgKzLeeDaMyX92? 6-3-8 11-1-8 14.11.10I 21-8-8 22.3-p 6-3-8 4-10-0 3-10-2 6-8-14 0-6-8 6x6= Scale=1:41.6 4 2x4 I I 6.00 12 17 18 3x6= 4x5= 2x4 II 5 6 7 • 3 w am r 19 w . 16 4x5 i 14 2 1 04 ci _ G m d 11 20 21 10 9 - 4x10 11 4x5= 8x10= 3x4 II 6-3-81 14-11-10 I 21-8-8 3- 6-3-8 8-8-2 6-8-14 6- Plate Offsets(X,Y)-- [1:0-3-8,Edge),[4:0-3-0,0-2-41,[10:0-3-8,0-3-0]1 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Lid PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.21 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.54 10-11 >487 180 BOLL 0.0 * Rep Stress Ina YES I WB 0.48 Horz(TL) 0.03 8 ri/a n/a BCDL 10.0 j Code FBC2014/TP12007 1 I Matrix-MS i Weight:125 lb H =20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 8-10:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=881/0-5-8,8=854/0-5.8 Max Horz 1=105(LC 12) Max Uplift 1=-86(LC 12),8=-100(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1348/228,3.4=-1328/324,4-5=-1215/258,5-6=-1079/199,6-7=-1049/190, 7-9=-872/199 BOT CHORD 1-11.252/1143,10-11=-176/803 WEBS 6-10=-859/256,7-10=-224/1269,3-11=-302/175,4-10=-52/498,4-11=-124/582 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.Opsh h=2511;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-1-8,Exterior(2)11-1-8 to 14-1-8,Interior(1)14-11-10 to 21-6-12 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at joint 1 and 100 lb uplift at joint 8. A WARNING-Verify design pantmeten and READ NOTES ON THIS AND INCLUDED WEI<REFERANCE PAGE 1401-7473 rev.10/13/2016 BEFORE USE ill Design valid for use only with WOW,connectors.Ills design Is based only upon parameters shown-and Is for an individual balding component,not a truss system.Before use,the building designer must verily tlx:oppllcabllty of design txramoters and properly incoip tato this design Into the overall bolding design. Bracing Indicated is to prevent budding 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 regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quilty Criteria,DSB-89 and SCSI Bulldog Component 6904 Parke East Blvd. Safety Information avalable from buss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tannpa,FL 33610 Job I Truss Truss Type City Ply T9596234' 1 11038TOA T31 Roof Special 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:27:59 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-8RZ4CfnsINyC1oS70OtOGRj53nnY67O7alOn7oyX92_ 6-3-8 9.10.012-5-0 16-11-10 21-8-8 22.3- 1 6.3.8 I 3-6-8 2-7-0 4-6-10 I 4-8-14 b-6.8 Scale=1:38.0 7x6 11 7x6 /1 4 5 1 6.00 12 2x4 II 2x4 I 0000000000011110141 3 18 19 6 4x10= 4x5= 7 8 r 17 0- 4x5 of 2 1 Oa ati a 11' 0 g d 12 21 22 it 10 9 4x10 II 4x5= 8x10= 3x5 II 6-3-8 9-10-0 12-5-0 16-11-10 21-8-8 3.0 I 6-3-8 I 3-6-8 I 2-7-0 4-6-10 l 4.8.14 6-11 Plate Offsets(X,Y)-- (1:0-3-8,Edgel,14:0-0-8,0-3-81,15:0-0-8,03-81,(7:0-5-0,Edgel,110:0-2-4,0-0-121,111:0-3-8,0-3-01 -- I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.30 11-12 >884 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.68 11-12 >386 180 I BOLL 0.0 * Rep Stress Ina YES WB 0.49Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 I — Matrix-MS i _ Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. 9-11:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 1.1 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=881/0-5-8,9=854/0-5-8 Max Horz 1=77(LC 12) Max Uplift 1=-91(LC 12),9=-95(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1346/252,3-4=-1337/338,4-5=-865/258,5-6=-1511/335,6-7=-1093/186, 7-8=-1224/218,8-10=-859/198 BOT CHORD 1-12=-249/1168,11-12=-185/868 WEBS 6-11=-973/286,8-11=-221/1304,5-11=-105/772,3-12=-327/183,4-12=-120/563 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=4511;L=24f1;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-10-0,Exterior(2)9-10-0 to 12-5-0,Interior(1)15-5-0 to 16-11-10 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=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 1 and 95 lb uplift at joint 9. 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 0.111-7473 rev.10/03/2015 BEFORE USE. ith• Design valid for use only with Milek&v connectors.INs design is based only upon parameters shown.and Is lot an indlvIdual 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 building design. Bracing indicated Is fo prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITE*" Is always requlr<x1 lot stability and to prevent collapse with possible personal kyuy and properly damage. For general guidance regarding the fabdcatlon,storage.delivery,erection and bracing of busses and truss systems.seeANSI/TPI I QuaNty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformaBon avallabte from Truss Plate kssltute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T9596235 11038TOA 1T32 Roof Special 1 1 Job Reference(optional) Building Component Supply/, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:00 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-ce6SP?nV W g43fy 1 Ca70dpf FKZBCPrdgGoy7KeFyX91 z 7-10-0 14-5-0 18-11-10 21-8-8 3 i 7-10.0 6-7-0 4-6-10 I 2-8-14 6- Scale=1:37.8 7x10 6x6 II 3 18 19 20 21 4 6.00;12 � - - 17 22 = 2x4 I I i6x6 6 16 v 4x5 i m 2 1 n I m ]a M11 10 9 8 3x8 II 2x4 II 4x10= 4x6 4x5= I 7-10-0 I 14-5-0 18-11-10 I 21-8-8 ?23- 7-10-0 6-7-0 4-6-10 2-8-14 b--6- Plate Offsets(X,Y)-- (1:0-2-8.0-2-51,[3:0-4-8.0-2-01 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.06 11-14 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.53 Vert(TL) -0.19 11-14 >999 180 BOLL 0.0 * . Rep Stress Incr YES WB 0.30 i Horz(TL) 0.04 7 n/a n/a BCDL 10.0 i Code FBC2014l1PI2007 Matrix-MS Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 7-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=881/0-5-8,7=854/0-5-8 Max Horz 1=54(LC 11) Max Uplift 1=-94(LC 12),7=-92(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1276/266,3-4=-1038/270,4-5=-1208/258 BOT CHORD 1-11=-216/1057,10-11=-214/1062,8-10=-234/1009 WEBS 3-11=0/276,4-10=0/275,5.8=-1165/291 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.Opsf;h=25ft;B=4511;L=24ft;eave=4fh Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0-0 to 7-10-0,Exterior(2)7-10-0 to 17-5-0,Interior(1)17-5-0 to 18-11-10 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 1 and 92 lb uplift at joint 7. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev.10W3/2015 BEFORE USE. ig• Design valid for use only with Mileki'i connectors.This design Is based only upon parameters shown,and Is for an indMciuxai building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly k corporate this design Into the overall building design. Bracing indicated is to prevent buckling of Indfvklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Cully Criteria,DSB-89 and BCSI Bulldog 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 T9596236 11038TOA 133 Roof Special Girder 1 1 __ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:01 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-4gggcLo7H_CwG5cO7rvsLsoS_bSXa1001 ctuAhyX91 y 6-0-0 11-1-8 16-3-0 20-4-6 22-3-0 I 6-0-0 I 5-1-8 i 5-1-8 4-1-6 1-10.10 Scale=1:38.2 NAILED NAILED 7x10 NAILED NAILED 2x4 II NAILED NAILED 7x10 6.00 FIT 3 17 18 19 4 2021 22 5 0nn nn D nr nn n, 6sxs= 2x4 II III 4x5 i 7 O/ 1 2, /� e I 4 • nn nn en nn di stili nn S' nfr nn 23 24 12 25 26 11 10 27 9 28 29 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 8 7x10 I 2x4 11 3x8 MT2OHS= 4x5= 4x6= NAILED 4x10= NAILED NAILED 6-0-0 11-1-8 16-3-0 20-4-6 i 22-3-0 { I 6-0-0 i 5-1-8 I 5-1-8 4-1-6 1-10-10 Plate Offsets(X,Y)-- [1:0-3-8,Edge],13:0-4-8,0-2.01,[5:0-4-8,0-2-01,[8:Edge,0-2-01 LOADING (psi) l SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.14 8-9 >999 240 . MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.93 Vert(TL) -0.35 8-9 >754 180 MT2OHS 187/143 BOLL 0.0 ' Rep Stress Inc NO WB 0.46 Horz(TL) 0.08 8 rVa n/a BCDL 10.0 1 Code F8C2014/TP12007 Matrix-MS Weight:114 lb FT=20% LUMBER- L BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, BOT CHORD 2x4 SP SS`Except` except end verticals. 8-10:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1793/0-5-8,8=1799/0-5-8 Max Horz 1=43(LC 7) Max Uplift 1=-287(LC 8),8=-279(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2699/422,3-4=-2935/465,4-5=-2935/465,5-6=-2661/408 BOT CHORD 1-12=-345/2340,11-12=-344/2356,9-11=-328/2363,8-9=-310/1910 WEBS 3-12=0/426,3-11=-105/779,4-11=-634/251,5-11=-114/747,5-9=0/405,6-9=-55/548, 6-8=-2288/375 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.Ops1;h=25ft;B=4511;L=24ft eave=4ft;Cat. II;Exp B;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)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 287 lb uplift at joint 1 and 279 lb uplift at joint 8. 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:1-3=-60,3-5=-60,5-6=-60,6-7=-60,8-13=-20 Concentrated Loads(Ib) Vert:3=-97(B)5=-97(B)10=-61(B)12=-61(B)9=-61(B)17=-97(B)19=-97(B)20=-97(B)22=-97(B)23=-228(B)24=-214(B) 25=-61(B)26=-61(B)27=-61(B)28=-214(B)29=-222(B) r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03/201S BEFORE USE ima Design valid for use only with MIlekS)connectors.1Ns design is based only upon parameters shown,and is for an indMduol 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. Brachg indicated Is to prevent buckling of individual truss web and/or chord members only. AddtIonal 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 lebdcatton,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 j Job Truss Truss Type I Qty Ply T9596237 11038TOA 1T34 HALF HIP 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:02 2016 Page 1 ID:Gf 5xlFg51X38jgdnZ3196cz5nDU-YOECghp121LnuFBahYQ5u4LmS_yiJbFZGGcRi7yX91 x 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:18.4 4x5= 2x4 I 3 4 6.00:12 10 4x5 m or 2 N 1 111. ./ 5 1111191.11.. 3x8 11 3x4= 4-0-0 6-0-0 i 4-0-0 2-0-0 Plate Offsets(X,Y)-- 11:0-3-0,0-2-51 LOADING(ps1) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.04 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.10 5-8 >703 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS i Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=234/0-5-8,5=234/Mechanical Max Horz 1=58(LC 12) Max Uplift 1=-11(LC 12),5=-41(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-384/42 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=oft;Cat. II;Exp B;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 5-10-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 41 lb uplift at joint 5. � 1 WARNING-Verify deign 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 MIIeIF)connectors.This design Is based only upon parameters shown,and Is for an kxllvkirnli building component,not a truss system.Before use.the building designer must verify the applicability of design',ammeters and properly incorporate Ib s design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property carnage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply T9596238 11038TOA 11735 ROOF SPECIAL GIRDER 11 1 _ _ I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:02 2016 Page 1 I D:Gt5xl Fg51X38jgdnZ3196cz5nDU-YOECghpl2l LnuFBahYQ5u4Lml_2JanZGGcRi7yX91 x 2-0-0 5-2-0 6-0-0 1 2-0-0 i 3-2-0 0-10-0 4.00 Fri Scale=1:13.8 2x4 11 3x6= 5 Special 5x6 600 12 3 NAILED 4x5 i 2 4 2 oi N 1 ' OD a — H _ )—(I — 7 2x4 11 6 NAILED Special 13 3x8 II 3x4= 2-0-0 6-0-0 2-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-3-0,0-2-5],[3:0-4-12,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 6-7 >999 180 BCLL 0.0 " Rep Stress Incl NO WB 0.07 i Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I — _ I Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=246/0-5-8,6=242/Mechanical Max Horz 1=36(LC 8) Max Uplift 1=-28(LC 8),6=-45(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-266/49 BOT CHORD 1-7=-60/254,6-7=-56/258 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=2511;B=451t L=24ft;eave=4lt;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);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.Opsi 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 1 and 45 lb uplift at joint 6. 7)"NAILED"indicates 3.10d(0.14.8"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)74 lb down and 76 lb up at 2-0-0 on top chord,and 20 lb down and 11 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-4=-60,4-5=-60,6-8=-20 Concentrated Loads(Ib) Vert:3=-1(B)7=-17(B)13=-2(B) V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIIF7473 rev.100312015 BEFORE USE. IAN Design valid for use only with rAllekn connectors.Isis design is txrsed only upon r>oometers shown.and Is for an kdhddual building component,not a truss system.Before use.the building designer must verify applicability the p licabland ity of design parameters properly kxrp r :oate this design Into the overall building design. Bracing Indicated Is to prevent buck of Individual truss web and/or chord members only.Additional tevnporary and permanent tracing MiTek" is always requited for stablity and to prevent collapse with possible personal injury and properly damage. For general guidarx:e regunfing the latrk:atlon,storage,delivery,erection and bracing of trusses and truss systems.snoANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. —__Safety information available from truss Prate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. _ - ---_ 1- Tampa,FL 33610 Job Truss Truss Type Qty Ply T9596239 11038TOA 136 Monopitch 8 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:03 2016 Page 1 ID:G15xlFg51X38jgdnZ3196cz5nDU-ODoat 1gNpbTdWPmnFGxKQHixdOJU226iUwM._FayX91w 5-3-8 5-3-8 Scale=1:14.9 2x4 II 2 4.00 FIT 9 4 8 I 3x4 Y co Waal" IN= 1010,411. 3x6 I I 4x5= 3 3x5 -3 01 5-3-8 0-3-0 5-0-8 Plate Offsets(X,Y)-- (1:0-1-10,0.6-101,ft:0-0-0,0-1-131,13:0-2-4,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.07 3-7 >898 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.08 3-7 >773 180 BCLL 0.0 * Rep Stress Inca YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-3:2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=181/0-5-8,1=202/0-3-8 Max Horz 1=45(LC 12) Max Uplift 3=-68(LC 12),1=-63(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45it;L=2411;eave=4it;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0.0,Interior(1)3-0-0 to 4-8-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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.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. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 lb uplift at joint 3 and 63 lb uplift at joint 1. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.101932015 BEFORE USE. Design valid for use only with Mlleku connectors.This design Is based only upon parameters shown,and Is for an iidivkdral building component.not a truss system.Before use,the bulking designer must verity tie applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of lndlvklual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required ter stability and to prevent collapse wtth possble personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery.erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Stine 312,Alexandria,VA 22314. Tempa.FL 33610 iJob Truss Truss Type Qty Ply II T9596240 11038TOA I T37 Monopitch 1 1 ! 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:03 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-ODoa i t gNpbTd W PmnFGxKQHtwoOIZ226iUwM_FayX91 w 5-3-8 I I 5-3-8 Scale=1:15.8 2x4 II 2 4.00 112 p 8 7 i 1 3x6 I! 1111...44111 gio 3x4= 3 2x4 II 0-3-0 5-3-8 0-3-0 5.0.8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5),[1:0-1-10,0-6-10] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loo) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.08 3-6 >762 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.10 3-6 >630 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 i Matrix-MS Weight:20 lb FT=20% i I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=206/0-5-8,1=206/0-3-8 Max Horz 1=49(LC 12) Max Uplift 3=-85(LC 12),1=-63(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=2511;B=45ft;L=24f1;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3-0-0 to 5-1-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 3 and 63 lb uplift at joint 1. r. r A WARNING-Verify design param.tars and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with Wein&connectors.This design Is based only upon pxxcxmeters shown.and Is for an Individual biding component.not a truss system.Before use,the building designer must verify the applicability oI design parameters and properly Incorporate this design into the overall biding 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 nlury and property damage. For general grrklonce regarding the fabk:atton.storage,delivery,erection and bracing of trusses and trss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T9596241 111038T0A T38 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:04 2016 Page 1 ID:Gt5xl Fg51X38jgdnZ3196cz5nDU-UPMyFNq?ZvbU7ZKzpzSZzVQ79otEnVgsja5YnOyX91 v 4-0-0 5-3-8 4-0-0 1-3-8 4x5= Scale=1:14.3 2x4 II 2 3 4.00'12 y '118 . Wm' El 3x6111112411111, II 3x4. 4 3x4 0-3-0 4-0-0 5-3-8 0-3.0 3-9-0 1-3-8 Plate Offsets(X,Y)-- ]1:0-1-10.0-6-10] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.06 4-7 >982 180 BOLL 0.0 ' Rep Stress Inco YES WB 0.04 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 ! Code FBC2014/T PI2007 Matrix-MS I-- Weight:22 lb FT=2046 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=206/0-5-8,1=206/0-3-8 Max Horz 1=39(LC 12) Max Uplift 4=-83(LC 8),1=-67(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=5.0ps1;BCDL=5.Opst;h=25f1;B=4511;L=24ft;eave=4it Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-010 4-0-0,Exterior(2)4-0-0 to 5-1-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 83 lb uplift at joint 4 and 67 lb uplift at joint 1. 0 WARNING-Virt/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7473 rev.10/03/2015 BEFORE USE mit Design vdld for use only with Mileki connectors.This design Is based only upon parameters shown,and is for m I ndMdual building component,not a truss system.Before use,the txMding 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 buss web and/or chord members only.Additional temporary a d permanent tracing M iTek' Is always regrrrxl tor stability and to prevent collapse with possible personal Indy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/8P11 Quality Criteria,Ds8-89 and BCSI BuIldi g Component 6904 Parke East Blvd. Safety Information available Iron Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9596242' 1103870A 739 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:05 2016 Page 1 ID:Gf5xlFg5tX38jgdnZ3196cz5nDU-ybwLSjrdKDjLIjv9Mh_oW izHOCsvWyw?yEr5JSyX91 u 2-0-0 5-3-8 I 2-0-0 I 3-3-8 Scale=1:11.2 4x5= Special NAILED 2x4 li 4.00112 2 9 3 p t„ 1 10 _ F 10 5 . 3x8 II 2x4 I NAILED Special 3x4 2x4 II 4 0-3-0 2-0-0 5-3-8 I 0-3-0 l 1-9-0 I 3-3-8 l Plate Offsets(X,Y)-- [1:0-2-14,0-6-101 I LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.09 4-5 >685 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.17 4-5 >365 180 BOLL ,0.0 * , Rep Stress Incr NO WB 0.04 ' Horz(TL) 0.02 1 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MS I Weight:19 lb FT=20% — 1 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-B oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=228/0-5-8,1=223/0-3-8 Max Horz 1=19(LC 21) Max Uplift 4=-101(LC 4),1=-80(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=240;eave=off;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever lett exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 4 and 80 lb uplift at joint 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)40 lb down and 67 lb up at 2-0-0 on top chord,and 25 lb down and 7 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-25(B)9=-0(B)10=-14(B) _ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design vaild for use only with MITek'SO connectors.This design Is bused only upon parameters shown.and Is for an individual holding component,not a truss system.Before use.the twllding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal nary and properly damage. for general guidance regasdng the fabrication.storage.delivery,erection and bracing of trusses and truss systems seeANSI/IPI l Guilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information a vcilabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss ITruss Type Qty Ply T9596243 11038T0A T40 HALF HIP GIRDER 3 1 Job Reference(optional) Inc.Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries, Mon Oct 03 10:28:05 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-ybwLSjrdKDjLIjv9Mh_oW izHOC_-gWyv?yErSJSyX91 u 2.0.06.0.0 2-0-0 4-0-0 Scale=1:15.6 Special 4x6 NAILED 2x4 II 6.00 12 2 7 3 11111 11 11 _ __ 3x4 II , I 1 i r--- A 52p4 II8 4 Special NAILED 6 3x4- 2x4 II 2-0-0 6-0-0 2-0-0 4-0-0 Plate Offsets(X,Y)-- (2:0-1-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 I Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 1 Vert(TL) -0.03 4-5 >999 180 BCLI_ 0.0 * Rep Stress Inco NO WB 0.05 1 Hor7(TL) 0.00 4 n/a n/a BCDL 10.0 1 I Code FBC2014/TPI2007 Matrix-MS Weight�30lb Fl=20%u LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=233/0-5-8,4=233/Mechanical Max Horz 6=27(LC 8) Max Uplift 6=-37(LC 8),4=-64(LC 5) 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=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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 20.0psf 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 37 lb uplift at joint 6 and 64 lb uplift at joint 4. 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)75 lb down and 89 lb up at 2-0-0 on top chord,and 23 lb down and 10 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2.60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-7(B)8=-3(B) � t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MVTEK REFERANCE PAGE MU-7473 rev.10/03/201S BEFORE USE. Mt Desigl valid for use only with Mteir&connectors.This design is based only upon parameters shown,and is for an Yvilvidu l bolding component,not a truss system.Before use.the bulling designer must vestry the applicability of design parameters and properly Incorporate this design Into the overall bilking design. Bracing Indicated is to prevent buckling of Individual Buss web aril/or chord members only. Additional temporary and permanent bracing MiTek" Is always realrlred for stability and to prevent collapse with possible personal k jy and properly damage. los general guidance reaming the fab dcatk>n.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Perks East Blvd. Safety Information available Born Truss Plate Institute.218 N.Lee Street.Sulte 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9596244 111038T0A T41 HALF HIP 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:06 2016 Page 1 ID:Gt5xlFg51X38jgdnZ3196cz5nDU-RoUjg25F5W rCNtUMwOV 12wVTucJdF P19BuatruyX91 t 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:21.3 4x5= 2x4 II 2 3 1 5.00 12a w s iwl 2x4 II 1 Ill a� 7'' i=� ONO I. 4 5 2x4 II 3x4= 4-0-0 6-0-0 4-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.10 4-5 >709 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code F8C2014/TPI2007 Matrix-MS Weight 28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=228/0-5-8,4=228/Mechanical Max Horz 5=56(LC 12) Max Uplift 5=-6(LC 12),4=-44(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 5-10-4 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 5 and 44 lb uplift at Joint 4. • 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MWWEK REFERANCE PAGE MA-7473 rev.1W03/2015 BEFORE USE. Design valid for use only with MITekS)connectors.Ns design is bused only upon parameters shown.and Is for an Indivkkual building component.not a truss system.Before use,the buNd ng designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. &acing 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 infury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T9596245 11038TOA T42 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:06 2016 Page 1 ID:GfSxl Fg51X38jgdnZ3196cz5nDU-RoUjg25F5W rCNtUMwOV 12wVTzcJbFP09BuafruyX91 t 4-0-0 5-0-0 6-0-0 4-0-0 { 1-0-0 1-0-0 Scale=1:23.5 2x4 II 4x5= 3= 4 2 . 6.00 12 � 7 •11 2x4 I 1 (� 011 fid 5 6 3x4= 2x4 II 4-0-0 6-0-0 4-0-0 2-0-0 • LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.10 5-6 >701 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=228/Mechanical,6=228/0-5-8 Max Horz 6=68(LC 12) Max Uplift 5=-51(LC 12) 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=5.0psf;BCDL=5.0psf;h=25th B=45ft L=2411;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 5-0-0 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 lb uplift at joint 5. • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.1I.7473 rev.1003/2015 BEFORE USE. Design valid for use only with MilekTi,connectors.Mks design Is based only upon parameters shown.and is for an kxdivi dual b uldir ig component.not a truss system.Before use,the funding designer must verily tIre applicability of design parameters and property Incorporate this design pito the overall biding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiRek• Is always requked for stability and to prevent collapse with possible personal Inlury and property damage. For general guidaru o regarding the e East Blvd.fabrication,fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1Pi 1 Quality Criteria,DS8-89 and SCSI Bulking Component 66904 904 Safely Information avalabie Born Truss Plate Institute.218 N.Lae Street.Suite 312,Alexandria VA 22314. P,Parke Ft.33610 Job Truss Truss Type City I Ply T9596246 11038T0A T43 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) • Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:07 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-v_15t0lusgz3?03YU50Gb72cD?fT_sAIPYKC0LyX91 B 2-0-0 } 3-0-0 6-0-0 2-0-0 1-0-0 3-0-0 Scale=1:23.5 2x4 II 4 NAILED 4x5= 7 • 6.00 12 3x6 ji Special olp ,�i. 3x4 I I 1;4000011111 0 N I I MIN 8 9 ►0t5 6 Special NAILED 3x4= 2x4 II 2-0-0 3.0.0 6-0-0 2-0-0 1-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.09 5-6 >750 180 BCLL 0.0 * Rep Stress Inco NO WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • REACTIONS. (lb/size) 5=231/Mechanical,6=233/0-5-8 Max Horz 6=68(LC 8) Max Uplift 5=-56(LC 8),6=-4(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=S.Opst;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 5 and 4 lb uplift at joint 6. 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)70 lb down and 84 Ib up at 2-0-0 on top chord,and 22 lb down at 2-2-2 on bottom 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-60,2-3=-60,3-4=-60,5-6=-20 Concentrated Loads(Ib) Vert:8=-6(B)9=-1(B) t � Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev-1003/2015 BEFORE USE. mg Design valid for use only with MITekcy>connectors.This design Is based only upon parameters shown.and Is for an Indlvkival building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and tracing of trusses and truss systems.seeANSI/1P11 Qualify Criteria.04649 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalable from Truss Plate Institute.218 N.Lee Street.State 312.Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Oty Ply 79596247 11038TOA T44 MONOPITCH GIRDER 1 1 _Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:08 2016 Page 1 I D:G15x1 Fg51X38jgdnZ3196cz5nDU-NAbT4kuW d85wcAek2pXV7LbjoPvl jJMSeC4lwnyX91 r 6-0-0 6-0-0 Scale=1:26.7 2x4 II 3 6.00 12 Sx6 2 1.0 ■ hall 9 10 11 4 4x10 , NAILED NAILED THD26 2x4 I 6-0-0 6-0-0 Plate Offsets(X,Y)-- j1:0-3-0,0-0-2) LOADING (psf) I SPACING- 2-0-0 I CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.09 4-7 >782 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.21 4-7 >329 180 BCLL 0.0 I Rep Stress Incr NO WB 0.00 Horz(TL) 0.09 1 ilia n/a BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:34 lb FT=20% LUMBER- 1 BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=546/0-5-8,4=1273/Mechanical Max Horz 1=84(LC 21) Max Uplift 1=-76(LC 8),4=-311(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-459/418 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45th L=24ft;eave=41t;Cat. II;Exp B;Encl.,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 20.0pst 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 1 and 311 lb uplift at joint 4. 6)Use USP THD26(With 16d nails into Girder&NA9D nails Into Truss)or equivalent at 4-8-12 from the left end to connect truss(es)to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8)"NAILED"indicates 3-10d(0.14850)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:1-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:9=-55(F)10=-54(F)11=-1242(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Milekb connectors.this design Is taeesed only upon parameters shown,and Is ha an Inditdrkttal t*Ailding component,not a truss system.Before use.the building designer must wally IN:applicability of design parameters and properly Incorporate this design Into the overall txaiding design. Bracing Indicated Is to prevent buckling of IndiNdual truss web and/or chord members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with posse le personal Injury and property danage. For general guidance regrading the fabrication,storage,delivery,erection and bracing of husses and taus systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovalhalate from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tarrpa.FL 33610 Job (Truss Truss Type (Ory Ply T9596248 1 11038TOA 1T45 ROOF SPECIAL GIRDER 11 1 Job Reference(optional)__ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:09 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3196Cz5nDU-rN9r14u8ORDnEKDxbW 2kgY7rCpCUSYGbtspJSDyX91 q 6.0.0 9-8-0 I 10-8-0 , 15-8-0 ' 6-0-0 3-8-0 1-0-0 ' 5-0-0 Scale=1:31.0 NAILED 7x10 NAILED NAILED 6x6 1/ 2 10 3 47x6_ 2x411 IA 6.00 12 nn lli 5 11 0 _ _o N 1 I � .4 nn nn nn 161/1 pi nn • 12 13 8 14 7 16 16 6 9 10x14 II NAILED NAILED4x5— NAILED 4x10= NAILED NAILED 4x5= NAILED NAILED 6.0.0 [ 9-8-0 I 10-8-0 I 15-8-0 6-0-0 3-8-0 1-0-0 5-0-0 Plate Offsets(X,Y)-- 12:0-4-8,0-2-01,(4:0-3-0,0-3-0],[9:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.12 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.31 6-7 >598 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.02 6 ala n/a BCDL 10.0 Code FBC2014/IPI2007 Matrix-MS i Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-6:2x4 SP No.2 REACTIONS. (lb/size) 6=1262/Mechanical,9=1263/0-5-8 Max Horz 9=70(LC 8) Max Uplift 6=-283(LC 5),9=-237(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.1530/283,2-3=-1299/269,3-4=-1449/300,1-9.989/195 BOT CHORD 8-9=-155/330,7-8=-268/1303,6.7.270/1271 WEBS 2-8=0/306,3-7=-13/360,1-8=-145/977,4-6=-1480/311 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=45f1;L=24ft;eave=oft;Cat. II;Exp B;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 20.0psf 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 283 lb uplift at joint 6 and 237 lb uplift at joint 9. 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(pit) Vert:1-2=-60,2-3=-60,3-4=-60,4-5=-60,6-9=-20 Concentrated Loads(Ib) Vert:2=-101(B)3=-101(B)8=-51(B)7=-51(B)10=-101(B)12=-213(B)13=-208(B)14=-51(B)15=-208(B)16=-211(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10533/2015 BEFORE USE. 1 Deslge valid for use only with Milek�connectors.This design k based only upon parameters shown.and is for an hdlvkdual building conrxxxtnt,not • a truss system.Before use,the bulking designer must verify the applicability of design rxxanelers 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. Addltknal temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal hhay and property damage. f or general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,sooANSI/TPt 1 Quality Cr ten a,DSB-89 and SCSI BulldIng Component 6904 Parke East Blvd. Solely Inform:Mon available from Truss Plate Institute,218 N.Lee Street.Sale 312.Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply T9596249 11038TOA T46 I ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 322561 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:09 2016 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-rN9r14u8ORDnEKDxbW 2kgY7ropDLScrbispjSDyX91 q 6-0-0 9-8-8 13-5-0 114-5-0i 16-1-0 1 23-1-0 6-0-0 3-8-8 3-8-8 1-0-0 1-8-0 7-0-0 Scale=1:40.2 NAILED 6x6 II 6c6 // 7x106x6= 2x4 I 6 7 3 4 6.00112 tog 4 is ■111115 17 � 18 G 5x6 ! 2 0 Sx6 i i 4x5 o i 1✓ I 8 .._ — ----___ N . I _ ___ \W= -- N 1 r i n ria Il I I . i 19 20 12 21 11 10 g. 8x12 !1 NAILED NAILED 3x8 ! THD26 8x10= 5x12= 3x4 II NAILED 6-0-0 1 9-8-8 13-5-0 .14-5-01 16-1-0 I 23-1-0 1 6-0-0 3-8-8 3-8-8 ' 1-0-0 1-8-0 7-0-0 Plate Offsets(X,Y)-- (3:0-4-8,0-2-01,18:0-2-4,0-2-0],19:0-2-0,0-0-01,(10:0.5-8,0-2-01,(11:0-3-8,0-3-01,(12:0-4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.15 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.36 11-12 >773 180 BOLL 0.0 ' Rep Stress Incr NO ! WR 0.69 Horz(TL) 0.06 9 n/a n/a BCUL 10.0 Code FBC2014/1 P12007 Matrix-MS Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, 1-3:2x4 SP SS,7-8:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. 1-11:2x6 SP SS WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 3-6-0 REACTIONS. (lb/size) 1=2245/0-5-8,9=1415/0-5-8 Max Horz 1=58(LC 24) Max Uplift 1=-453(LC 8),9=-228(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3305/700,3-4=-2895/593,4-5=-2909/597,5-6=-1807/356,6-7=-1855/376, 7-8=-2124/377,8-9=-1339/259 BOT CHORD 1-12=-552/2864,11-12=-565/2929,10-11=-417/2498 WEBS 3-12=-236/1261,3.11=-316/446,7-10=-86/727,4-11=-357/150,6.10=-154/714, 5-11=-234/860,5-10=-1654/361,8-10=-234/1583 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 B;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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 453 lb uplift at joint 1 and 228 lb uplift at joint 9. 7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 7-4-4 from the left end to connect truss(es)to ' front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,5-6=-60,6-7=-60,7-8=-60,9-13=-20 4ontinued on nane 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/93/2015 BEFORE USE Nit Design valid for use only with Mitels8 connectors.this design Is based only upon parameters shown.and is for an to ivkAral bolding component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stabllty and to prevent collapse with possible personal Injury and properly damage. I or general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,sneANSI/IPI l OuaNty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312./iexandrIa,VA 22314. Tampa,FL 33610 (Job Truss Truss Type Qty Ply i T9596249 11038TOA T46 ROOF SPECIAL GIRDER 1 1 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:10 2016 Page 2 ID:Gf5xIFg51X38jgdnZ3196cz5nDU-JZjEVOvm9lLesUo79EZzDmg0XDZaB35k5WZs_gyX91 p LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-101(F)12=-51(F)19=-213(F)20=-208(F)21=-1253(F) f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 8111-7473 IVY.10/03/2015 BEFORE USE NT Design valki for use only with Mllekti connectors.This design k fxaed only upon parameters shown,and is fax an individual txdding component,not a truss system.Before use,the building designer must verify the ai3{ilcabllty of design parameters and properly incorporate this doskln into the overall building design. Bracing indicated Is to prevent buckling of indlvklual truss web and/or chord members only.Additicrxrl temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quilty CrBwia,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type Qty Ply 1 T9596250 11038TOA T47 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:10 2016 Page 1 ID:Gt5xl Fg51X38jgdnZ3196cz5nDU-JZjEVQVm91LesUo79EZzDmgzpDdQB9Rk5W Zs_gyX91 p I 8-0-0 15-1-0 1 23-1-0 8-0-0 7-1-0 8-0-0 Scale=1:39.5 6x6 11 7x10 3x4\\ 3x4\\ 3x4\\ 3x4\\ 2 12 13 14 15 3 6.00 Ft2 - 84111 16 11 r1710cN5X6% 5x6 J'4 1 nr .- - _ Yam.Y 8 3x6= 6 53x4 II 3x4 11 4x10= 4x5= 8-0-0 15-1-0 23-1-0 I 8-0-0 I 7-1-0 i 8-0-0 Plate Offsets(X,Y)-- [3:0-4-8,0-2-0],[9:0-2-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.30 8-9 >899 180 BCLL 0.0 Rep Stress Inca YES WB 0.28 l Horz(TL) 0.02 5 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS I —_ I Weight:132 lb FT=20% LUMBER- 1 BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 5.11-13(3-8); OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=912/0-5-8,5=912/0-5-8 Max Horz 9=-65(LC 10) Max Uplift 9=-101(LC 12),5=-101(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1236/269,2-3=-1013/298,3-4=-1235/268,1-9=-833/231,4-5=-834/231 BOT CHORD 8-9=-97/307,6-8=-154/1010,5-6=-90/271 WEBS 1-8=-68/742,4-6=-66/743 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.Opst;BCDL=5.Opsf;h=25ft B=45ft;L=2411;eave=4tl;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8.0-0,Exterior(2)8-0-0 to 19-3-15,Interior(1)19-3-15 to 22.11-4 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.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 101 lb uplift at joint 9 and 101 lb uplift at joint 5. f 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. mit Design valid for use only with MI lekcc connectors.this design Is based only upon parameters shown-and is for an individual building component.not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Indikival truss web and/or chord members only. Additional temporary and permanent tracing Milek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabricatlonn.storage,delivery.erection and bracing of trusses and taus systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bid. Safety InformaBon avdlable nom Truss Plate Instiute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Taupe.FL 33610 Job Truss Truss Type (My Ply T9596251 11038TOA T48 HIP 1 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:11 2016 Page 1 ID:Gi5xl Fg51X38jgdnZ3196cz5nDU-nIHcjmwOw3TVTeNJjx4CIzDELdubwSmuKAI PX6yX91 o 6-0-0 10-0-0 13-1-0 17-1-0 23-1-0 6-0-0 i 4-0.0 3-1-0 i 4-0-0 I 6-0-0 6x6 11 Scale=1:42.7 6x6 1! 3 13 14 4 it 1 6.0012 I 4x5 i 4x5 2 5 lee •+ o 12 15 I�N 3x4 11 pie 3x4 11 6 1 11 I O J I INI N LI n 1f' 1 V rai 11 10 9 8 455= 3x8 MT2OHS= 4x5= 4x5= 4x5= 10-0-0 13-1-0 23-1-0 10-0-0 3-1-0 I 10-0-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.27 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.67 10-11 >405 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(TL) 0.05 7 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:128 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=912/0-5-8,7=912/0-5-8 Max Horz 11=82(LC 11) Max Uplift 11=-101(LC 12),7=-101(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-314/83,2-3=-1058/274,3-4=-889/263,4-5=-10581274,5-6=-314/83, 1-11=-269/113,6-7=-269/113 BOT CHORD 10-11=-211/1023,8-10=-941889,7-8=-204/1023 WEBS 3-10=-38/284,4-8=-38/284,2-11=-985/247,5-7=-985/247 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=5.0psf;h=25th B=45ft;L=2411;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-0-0,Exterior(2) 10-0-0 to 13-1-0,Interior(1)17-2-4 to 22-11-4 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 pst 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.Opst. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 11 and 101 lb uplift at joint 7. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 ow.10/032015 BEFORE USE. mi. Design valid for use only with MITekcb>connectors.1Ns deslyn is based only upon parameters shown,and is for an kndlvkdual briding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly krcorporate 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 tracing MiTek' Is always required tot stdAlty and to prevent collapse with possbie personal kntuy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and tracing of trusses and truss systems,soaANSI/IPI I Qualy Cilterla,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safely Infonnalton avclabie from Trues Plate institute.218 N.lee Sheet,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty I Ply T9596252 11038TOA T49 COMMON 8 1 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:12 2016 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-Fyr_w6x0hMbM5oyV HfcRIBISxOHPft_1 Zg2z3YyX91 n 5-10-13 11-6.8I 17-1-13 23-1-0 5-10-13 5-7-11 5-7-5 5-11-3 6x6_ Scale=1:44.3 3 i '- 6.00 1 —6.00112 12 13 4x5 4x5 2 4 • • it 14 3x4 11 3x4 II 1 5 O r o ^� o ii 1 o I N 9 15 8 16 7 k 10 6 4x5= 3x6-' 4x5= 4x5= 4x5= 7-9-8 15-3-8 23-1-0 7-9-8 I 7-6-0 7-9-8 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.13 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.23 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=912/0-5-8,6=912/0-5-8 Max Horz 10=-94(LC 10) Max Uplift 10=-101(LC 12),6=-101(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1168/282,3-4=-1168/282 BOT CHORD 9-10=-160/1068,7-9=-60/784,6-7=-159/1060 WEBS 3-9=-61/428,3-7=-62/429,2-10=-1095/183,4-6=-1092/181 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.Ops1;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-6-8,Exterior(2) 11-6-8 to 14-6-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 10 and 101 lb uplift at joint 6. • � l _ 0 WARNING-Willy deslyn paren»ters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlF7473 rev.10/03/2015 BEFORE USE. ��- Design valid for use only with MITekuO connectors.this design Is lased only upon parameters shown,and is tel an ux9vIdual building component.not a truss system.Before use,lire[wilding designer must verify the applicablly of design parameters and Ixupelly k corl orate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of InclMd rol truss wet)and/or chord members only. Ad.-Mona temporary and permanent tracing MiTek' Is always requ red for stability and to prevent collapse with possible personal tri)ury and property damage. I or general guidance regarding the fabrication,storage,delvery.erectIon and tracing of trusses and truss systems.seoANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Trans Rate Insltute.218 N.Lee Street.Suite 312.Alexandria,VA 72314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T9596253 11038TOA T50 COMMON 1 1 i .Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:12 2016 Page 1 ID:Gf5xlFg5IX38jgdnZ3196cz5nDU-Fyr-w6x0hMbM5oyVHfcRlBISxOli luf1 Zg2z3YyX91 n 5-11-0 11-6-8 16-9-1422.4.12 { 5-11-0 5-7-8 5-3-6 5-6-14 6x6= Scale=1:44.2 3 6.00 12 12 13 4x5 4x5 i 4 2 • 14 11 3x4 II ,Aiiiii 3x4 I I 1 N Q I. q^ rim 1:74 9 158 16 7 —� 10 6 4x5= 3x6- 4x5= 4x5= 4x5= 7-6-12 14-10-0 22-4-12 7-6-12 I 7-3-4 7-6-12 Plate Offsets(X,Y)-- (4:0-2-0,0-2-0] LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.11 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 I Vert(TL) -0.20 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/I PI2007 Matrix-MS — — Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=884/0-9-10,10=884/0-5-8 Max Horz 10=92(LC 11) Max Uplift 6=-98(LC 12),10=-97(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1132/280,3-4=-1051/264 BOT CHORD 9-10=-163/1029,7-9=-62/737,6-7=-144/930 WEBS 3-9=-71/434,3-7=-47/356,4-6=-1040/174,2-10=-1052/171 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=5.0pst;BCDL=5.Opsf;h=25ft;B=45ft;L=24th;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3.1-12,Interior(1)3-1-12 to 11-6-8,Exterior(2) 11-6-8 to 14-6-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 lb uplift at joint 6 and 97 lb uplift at joint 10. pa a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual bolding component,not a truss system.Before we,the building designer must verify the applicability of design parameters and property Incorporate this design Vito the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required tor stability and to prevent collapse with possible personal miry and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 CComponent ually Criteria,DSB-89 and SCSI Building Compont 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 T9596254 11038T0A T51 Common 1 1 Job Reference_(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:13 2016 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-j8PM8SxeSgjDjxW igM7ggOIYsQZ70PkBoUnW b?yX91 m 5-11-0 11-6-8 18-11-7 5-11-0 5-7-8 i 7-4-15 7x10= Scale=1:40.9 3 A d'& 6.00 112 t0 11 \+.1" 4x5 2 4 ii 3x5 II \ 4 9 3x4 I I m1 a1to .d + 7 13 6 14 84x5= 5 4x5- 3x6= 4x5= 9.5.12 18-11-7 9-5-12 I 9-5-12 r - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (los) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.26 5-7 >847 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.51 5-7 >443 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(TL) 0.02 5 rt/a n/a BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-MS Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-4-15(3-5); REACTIONS. (lb/size) 8=747/0-5-8,5=747/0-9-11 Max Horz 8=80(LC 11) Max Uplift 8=-76(LC 12),5=-89(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-251/95,2-3=-790/187,4-5=-256/146 BOT CHORD 7-8=-182/824,5-7=-74/525 WEBS 2-7=-268/155,3-7=-3/484,2-8=-771/141,3-5=-619/76 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=4it;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-6-8,Exterior(2) 11-6-8 to 14-6.8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 8 and 89 lb uplift at joint 5. j A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek1C 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 rxxarnelers and property Incorporate this design Into(tie overall building ding 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 stabAlty and to prevent collapse with possible personal injury and property akxnage. tom general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,socANSI/TPIi Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safety Information avdlabte from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandrlo,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9596255 11038TOA I T52 Common 4 1 I Job Reference(optional) i Building Component Supply. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:14 2016 Page 1 ID:Gf5x1Fg51X38jgdnZ3196cz5nDU-CKzkLnyHD_r4K55uO4evNcgnrgyA7tW K08X48RyX91I i 5-11-0 11-6-8 16-11-0 5-11-0 5-7-8 5-4-8 7x6= Scale=1:40.7 3 ,, 11 6.00;12 10 12 2x4 11 4x5 4 2 ,r 9 o 3x4 I i5 iiiilliL v 1 c, N r. ii par. Y r '—al tin Tiral 7 13 6 14 ICA 8 4x5= 4x5.. 3x6= 5 4x5= 8-5-8 16-11-0 8-5-8 8-5-8 Plate Offsets(X,Y)-- 13:0-3-0,0-2.41 LOADING (psf) SPACING- 2-0.0 1 CSI. DEFL. in (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 IC 0.42 Vert(LL) -0.19 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.36 5.7 >560 180 BCLL 0.0 ' Rep Stress Incr YES i WB 0.60 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 ; Matrix-MSWeight:991b FT=20% l LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (lb/size) 8=665/0-5-8,5=665/0-5-8 Max Horz 8=89(LC 12) Max Uplift 8=-60(LC 12),5=-87(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-695/169 BOT CHORD 7-8=-182/713,5-7=-74/366 WEBS 2-7=-272/163,3-7=-40/503,2-8=-663/99,3-5=-546/113 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=4511 L=24ft;eave=4lt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11.6.8,Exterior(2) 11.6-8 to 14-6-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 lb uplift at joint 8 and 87 lb uplift at joint 5. 0 WARNING-Verify design parameter's and READ NOTES ON THIS AND INCLUDED AMA REFERANCE PAGE M/1-7473 rev.10/031015 BEFORE USE. mit Design valid for use only with MllekS+connectors.this design B based only upon parameters shown.and Is for an 4dMdual building ng co mppnent.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. Ikachg indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MITek' fs 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.seuANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply T95962561 11038TOA 1T53 Hip 1 1 1 __ ,Job Reference(optional) i Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:14 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-CKzkLnyHD_r4K55uO4evNcgkFgvu7uAKO8X48RyX91I 5-1-12 10-0-0i 13-1-0 16-11-0 5-1-12 4-10-4 3-1-0 3-10-0 6x6 1 Scale=1:38.5 6x8 3 12 4 13 Ir+ irra-- 6.00 NI 2x4 Ii 5 4x5! 11 2 IP o 10 0 1 2x4 I v 1 .diiggigidlilihhs N :, ... ma Ci �� 0321 PEN 8 7 14 t 9 4x5= 4x10= 3x6- 6 455= 10-0-0 13-1-0 16-11-0 10-0-0 I 3-1-0 i 3-10-0 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.24 8-9 >824 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.61 8-9 >327 180 BCLL 0.0 * Rep Stress Incr YES WB 0.56 Horz(TL) 0.02 6 IVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSWeight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=665/0-5-8,6=665/0-5-8 Max Horz 9=89(LC 12) Max Uplift 9=-60(LC 12),6=-87(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-613/159,3-4=-480/179 BOT CHORD 8-9=-242/675,6-8=-80/326 WEBS 4-8=-53/373,2-9=-633/198,4-6=-597/145 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=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1-12 to 10-0-0,Exterior(2) 10-0-0 to 13-1-0 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.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 lb uplift at joint 9 and 87 lb uplift at joint 6. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MiI.7473 rev.101032015 BEFORE USE. MN Design valid for use only with Mllok.9 connectors.this design is based only upon parameters shown.and Is for an Indisidsrot building component.not a truss system.Before use,the building designer must verify the applicability of design porde neto.and Oxo{arrty recorps>rate this design Into the overall building design. Bracing Indicated Is to prevent buckling of kdtvtdual truss web and/or ctv.>rd members only. Additional tempxray and permanent bracing MITek• Is always required for stability and to prevent collapse with possbie personal injury and property damage. for general gukknce regarding the fabrication,storage,delivery,erection and bracing of teases and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety tnformallon available from Ines Rale Inslrtute,218 N.Lee Street.Suite 312.Alexarndrla VA 22314. Tampa.FL 33610 Job Truss Truss Type lOty Ply T9596257 11038TOA T54 Hip 1 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:15 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-gW W 7Y7zv_HzwyFg4yn98wpNrgElDsOrTFoGdgtyX91 k 8-0-0 15-1-0 16-11-0 ! ! 8-0-0 I 7-1-0 1-10-0 6x6 1\ Scale=1:33.2 6x8 2 11 12 13 3 �� `S 2x4 I r 6.00 10 *• r,,1� r 10 g o N 0 N 5x6 1 F. 1�� mama m ►t 6 ER 8 4x10- = 5 3x4 !I 4x5= I 8-0-0 15-1-0 16-11-0 ! 8-0-0 7-1-0 1-10-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.12 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 i Vert(TL) -0.31 5-7 >649 180 BCLL 0.0 * Rep Stress Ina YES WB 0.34 Horz(TL) 0.01 5 rVa n/a BCDL. 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=665/0-5-8,5=665/0-5-8 Max Horz 8=89(LC 12) Max Uplift 8=-60(LC 12),5=-91(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-805/155,2-3=-617/194,1-8=-594/160 BOT CHORD 7-8=-200/264 WEBS 3-7=-109/497,1-7=0/378,3-5=-640/228 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=251t;B=45f1;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-1210 3-1-12,Interior(1)3.1-12 to 8-0-0,Exterior(2)8-0-0 to 16-9-4 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.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 60 lb uplift at joint 8 and 91 lb uplift at joint 5. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED WEN REFERANCE PAGE*15.7473 rev.10N3/2015 BEFORE USE. la Design valid for use only with M11eid)connectors.this design Is based only upon parameters shown,and is for at individual tutting component.not a truss system.Before use,the building designer must verity the appilcabllty of design parameters and property 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 1 MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance rogaeing the labilcatton,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPI I Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Irriormalbon available from Truss Hale Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9596258 11038TOA T55 Half Hip Girder 1 1 I _ Job Reference(optional)____ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Oct 03 10:28:16 2016 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-8j4VmT_X1b5naPFHW UgNS1 w1 iebdbngdUSOACJyX91j 6-0-0 11-5-8 16-11-0 6-0-0 5-5-8 5-5-8 Scale:3/8'=1' NAILED NAILED NAILED 7x10 NAILED NAILED 2x4 I NAILED 4x5= 210 11 3 12 13 14 15 4n 6.00:,2 -.4--i . n 1 r n n nr N ci 111 ii f_ i .I II MINIM Pi i O 16 17 8 18 7 6 19 20 21 O� 9 10x14 L' NAILED NAILED 4x5 NAILED 3x6= 4x10= NAILED NAILED 5 2x4 11 NAILED NAILED NAILED 6-0-0 11-5-8 16-11-0 6-0-0 I 5.5.8 5-5-8 Plate Offsets(X,Y)-- [2:0-4-8,0-2-0],[5:0-2-0,0-1-01,[9:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.89 Vert(TL) -0.31 8.9 >644 180 BOLL 0.0 * Rep Stress Inc NO WB 0.61 Har7(TI) 0.02 5 rt/a n/a BCDL 10.0 Code 1-BC2014f1P12007 j Matrix-MS I Weight:96 lb F1 =20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=1347/0-5-8,9=1326/0-5-8 Max Horz 9=85(LC 8) Max Uplift 5=-262(LC 5),9=-237(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1649/285,2-3=-1322/259,3-4=-1322/259,4-5=-1218/304,1-9=-1058/194 BOT CHORD 8-9=-170/320,6-8=-282/1414 WEBS 2-8=0/390,3-6=-679/311,4-6=-314/1597,1-8=-152/1097 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=2511;B=4511;L=24th eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);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.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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 262 lb uplift at joint 5 and 237 lb uplift at joint 9. 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(8). 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=-60,5-9=-20 Concentrated Loads(Ib) Vert:2=-101(B)7=-51(B)8=-51(6)10=-101(B)11=-101(B)12=-101(B)14=-101(B)15=-110(B)16=-213(B)17=-208(B) 18=-51(B)19=-51(B)20=-51(B)21=-54(B) 1 � l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/fEK REFERANCE PAGE Mtl7473 rev.11/032015 BEFORE USE. mit Design valid for use only with Mllekt,connectors.this design Is based only upon parameters shown-and Is for an individual brikting component.riot a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required tor stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and 11555 systems.seeANSI/lPt I Quality Crtterla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Insttlute.218 N.Lee Street.Stile 312,Alexandria.VA 22314. Tampa.FL 33610 �W z Q m N 3- 9 11.4 II Ili. gm) NI,., ri:": X m /1 l-) 0 c if > -I . v 4 I m coOir. 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