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1618 ATLANTIC BEACH DR - TRUSSES Nut Lumber design values are n accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek$ OFFICE COPY RE: J170313 - Spec /West Indies - C Mod MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Riverside Homes Project Name: Spec /West Indies -C Mod Moaei. Lot/Block: 157 Subdivision: ABCC Address: 1618 Atlantic Beach Dr ( L 157 ) City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 59 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.i art zow cp o L3 t v E I- h- cc cc I No. Seal# Truss Name I Date No. Seal# Truss Name Date -' E2 a 1 711265927 F01 1 6/2/17 118 ;711265944 A02 6/2117 o o o ; 12 711265928 F02 6/2/17 119 17112659451 A03 6/2/17 E 8 t E 2, " _ N o > 8 I- 13 7112659291 F03 16/2/17 120 1711265946,A04 1 6/2/17 y - o §- 4 711265930 F04 6/2/17 121 1711265947 A05 6/2/17 E2 - g v, Z o z z W 15 T11265931 F05 16/2/17 122 1 T112659461 B01 ' 6/2/17 ,y 9 c ' cc' cc W l LL 6 j 711265932 F06 6/2/17 123 1T11265949 1B02 6/2/17 a a o „ CC - 4, a � _ 1603 6/2/17. f, ; ❑ 0 0 v o 7 711265933 F07 6/2/17 24 7112 _ . u _ E 18 T1 1 265934 1 F08 6/2/17 125 1T11265951 B04 1 6/2/17 19 T1 1 265935 1 F09 1 6/2/17 126 1711265952 1605 1 6/2/17 t a_ a o ?N 110 711265936 F10 1 6/2/17 127 1711265953':B06 16/2/17 0 0 . y o z,m 111 711265937 F11 j 6/2/17 128 711265954 607 6/2/17 o a o z o` W W d U ~ F Q z?J 13 T112659391F12A16/2117 130 711265956 608 16/2/17 " ` z 0 , o Z cm _, -. _ B09 0 = c W W ut [12 711265938 F12 612/17 29 711265 5 - � 16/2/17 0 � a� > o � � W 114 711265940 F13 - 1 6!2/17 131 711265957 610 f 6/2/17 _ . ` y ._ ..a__ F, v a.0 � [l. f- 115 T11265941 1 F14 6/2/17 32 17112659581 B11 6/2/17 K a a z iie=Y 16 711265942 FG01 6/2/17 133 1T11265959 B12 6/2/17 c LI ❑ ❑ m i 117 T11265943 I A01 16/2/17 134 1 T1 1 265960 1 B13 6/2/17 .ti11111111//, The truss drawing(s)referenced above have been prepared by �0" rxEL S. M t•, MiTek USA, Inc. under my direct supervision based on the parameters _,.•G� �4�'., provided by Manning Building Supplies. �.��•,.��C E NS�.,•i0'-* Truss Design Engineer's Name: Magid, Michael No 53. : Mylicense renewal date for the state of Florida is February 28, 2019. _ * /,* _ r. The seal on these truss component designs is a certification iv; / IMPORTANT NOTE: p g • S SATE OF :•�/� that the engineer named is licensed in the jurisdiction(s)identified and that the % O•. 1C� designs comply with ANSI/IPI 1. These designs are based upon parameters % T••.;c4 O R `(\P•'��,�• shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 1i,�s . c?�� file reference purposn to MiTek. eponly,and was not takenect specific )on included is into account inor MiTek's the preparation oomers °,ii,S�ON A;�?��, these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Michael S.Magid PE No.53681 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/IPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: June 2,2017 Magid, Michael 1 of 2 7 RE: J170313 - Spec /West Indies - C Mod Site Information: Customer Info: Riverside Homes Project Name: Spec /West Indies - C Mod Model: Lot/Block: 157 Subdivision: ABCC Address: 1618 Atlantic Beach Dr ( L 157 ) City: Atlantic Beach State: FL l No. Seai# Truss Name Date 35 T11265961 CO1 6/2/17 36 Ti1265962 j CO2 6/2/17 37 T112659631 CO3 6/2/17 38 7112659641 C04 6/2/17 39 T11265965 1 C05 6/2/17 40 1112659661C06 6/2/17 41 T112659671 D01 6/2/17 42 T11265968 j D02 6/2/17 143 T11265969 j E01 6/2/17 44 1112659701E02 6/2/17 45 T11265971 I G01 6/2/17 46 T112659721 G02 6/2/17 47 1112659731G03 6/2/17 48 T112659741 H01 6/2/17 49 1112659751H02 6/2/17 50 111265976 j H03 6/2/17 51 T11265977 J01 6/2/17 152 T11265978 j J02 6/2/17 153 T112659791 J03 6/2/17 154 T11265980 j J04 6/2/17 155 711265981 I J05 6/2/17 56 T11265982 I K01 6/2/17 157 1112659831L01 16/2/17 58 T11265984 L02 6/2/17 159 T11265985 I M01 16/2/17 2 of 2 Job Truss Truss Type 1 QV Ply Spec /West Indies-C Mod T11265927 J170313 F01 FLOOR 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:54 2017 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-TV6PKM5yzTa0R0YpRlZzW aW Ez0Lt7LkR?GaApGzANYR 0-1-8 HI 1-3-0 I _0.11-4{. 2-0.0 d 1-10-12 0.9.0 0-1x8 F- { I---I Scale=1:36.2 6x10= 3x6 FP= 3x6 FP= 1.5x4= 6x6= 4x7 II 6x6= l.5x4= 1 2 3 4 5 6 7 8 9 10 30 11 12 13 q --/ .--./1 F i. ri� •12\ _ \i/firr 28 27 26 25 24 23 22 21 20 • 18 17 16 ig 14 6x6= 3x6 FP= 4x7 II 3x6 FP= 6x6_ 6x6= 6x6= 21.1.0 9-3-0 13-9-12 I 19-11-8 20``1.0 I 9-3-0 { 4-6-12 6-1-12 0-Y'-81-0.0 Plate Offsets(X,V)-- [1:0-1-8,0-0-81,[6:0-3-0,Edge],17:0.3-0,0-0-01,[13:0-1-8,0.0-81117:0-3-0,0-0.01121:0-1-8,Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.06 22-23 >999 4-80 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.14 22-23 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.01 15 n/a n/a BCDL 5.0 1 Code FBC2014ITPI2007 Matrix-SH Weight:181 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 29=645/0-5-8,19.856/0-3-8,15=687/0-3-8 Max Gray 29=653(LC 14),19=863(LC 3),15=687(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-646/0,1-2=-562/0,2-3=-1377/0,3-5=-1874/0,5-6=-1671/0,6-7=-1097/0, 7-9=-1097/0 BOT CHORD 27-28=0/1055,26-27=0/1685,24-26=0/2044,23-24=0/2044,22-23=0/1097,21-22=0/1097 WEBS 9-19=-1092/0,12-15=-342/0,1-28=0/800,2-28=-746/0,2-27=0/486,3-27=-466/0, 3-26=0/286,9-21=0/1525,7-21=-554/0,5-23=-562/0,6-22=-648/0,6-23=0/1035, 9-18=0/258,11-16=-251/0,13-15=-411/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18 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) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-29=-7,1-13=-67 Concentrated Loads(lb) Vert:13=-330 5=-330 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-29=-7,1-13=-67 Concentrated Loads(lb) Vert:13=330 5=-330 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:14-29=-7,1-12.67,12-13=-13 iContinued on Dane 2 1 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MITek59 connectors.this design is based only upon parameters shown.and Is for<xr kx9Ndual bolding component.riot a truss system.llekxe tee.the building designer must verity the appllcabIlty of design parameters and property incortxxale this design into the overall building design. Wackig indicated Is to prevent buckling of lndivIdtual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k- Is always required for stability and to prevent collapse wllh possible personal Mary and property damage. For general guidance regarding tint: East Bbd. Truss Iabricatkri,storage,delivery.erection and bracing of trusses and trust systems.seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Tampa,Parke East 0 Safety Information available from Plate Institute.218 N.Lee Street.Suite 312.Nexanclrka.VA 22314. Job Truss Truss Type - Qty Ply Spec /West Indies-C Mod T11265927 J170313 1F01 FLOOR 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:54 2017 Page 2 ID:3cRVn9hnna4ox807V8?aidyB2cv-TV6PKM5yzTa0R0YpRjZzW aria EzQLt7LkR?GaApGzANYR LOAD CASE(S) Concentrated Loads(lb) Vert:13=-206 5=-330 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-9=-13,9-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-238 5)3rd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:14-29=-7,1-9=-67,9-12=-13,12-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-330 • 6)4th Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-9=-13,9-12=-67,12-13=-13 Concentrated Loads(lb) Vert:13=-206 5=-238 7)5th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:14-29=-7,1-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-206 5=-330 8)6th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-9=-13,9-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-238 9)7th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-29=-7,1-9=-67,9-12=-13,12-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-330 10)8th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-29=-7,1-9=-13,9-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=206 5=-238 11) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-29=-7,1-7=-67,7-9=-13,9-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-206 5=-330 12)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-6=-13,6-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-206 5=-238 13)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-11=67,11-12=-13,12-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-330 14)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-9=-67,9-30=-13,12-30=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-206 5=-330 15)5th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-7=-67,7-9=-13,9-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-206 5=-330 16)6th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-6=-13,6-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-206 5=-238 17)7th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-11=-67,11-12=-13,12-13=-67 Concentrated Loads(lb) Vert:13=-330 5=-330 18)8th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-29=-7,1-9=-67,9-30=-13,12-30=-67,12-13=-13 Gnntinued on Dane 3 � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MI1-7473 raw.1003201S BEFORE USE. Design valid for use only with Milek.')connectors.This design is bused only upon parameters shown,and Is for cal frrdivId ual building component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall b MiTek' building design. t?rachg Indicated is to prevent budding of indivkkral truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with posstiile personal Injury and property damage. For general guldcnce regarding the East Bbd. fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPIl Quality Criteria,DSB-89 and BCSI BuIdInp Component 690469 P.Parke East Sataty information available from Truss Plate kutltute.218 N.Lee Street.State 312.Alexandria.VA 22314. Job Truss Truss TypeQtyj i Ply Spec /West Indies-C Mod T11265927 J170313 F01 FLOOR 2 1 • Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:54 2017 Page 3 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-TV6PKM5yzTa0R0YpRjZzWaWEzQLt7LkR?GaApGzANYR LOAD CASE(S) Concentrated Loads(Ib) Vert:13=-206 5=-330 t A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10V3.201S BEFORE USE 111 Design valid for use only with Mitek connectors.this design Is bused only upon irararneters shown,and is kr an individual bolding component,not a taus system.Before use,the bribing designer must verity the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. track'sg Indicated Is to prevent buckling of IndNidual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal iy.Ay and properly damage. For general guidance regarding the 6904 Ease Blvd. kttrk:atbn.storage,delNery,erection and bracing of trusses a rid truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and BCSI BuIld ing Component 9 P.Parke 33610 Safely Information avaNable from Inas Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. — _ ____ ___ Job Truss Truss Type i I Oty I Ply Spec /West Indies-C Mod TI1265928 J170313 F02 FLOOR 7 1 IJob Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:56 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-Ot0Al27CV4gkgJiCZBbRb?caTDOLbFEkTa3Gt8zANYP 0-1-8 H 1--1.30 i i o-1.--a,, --2-°-°- I 1.10-12 I 1°-s oio-,1 8 ale=1:36.2 6x10= 3x6 FP= 356 FP= 1.5x4= 6x6= 457 II 6x6= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 o m o AIiiL/ N/ \Ak. m�• • co a 28 27 26 25 24 23 22 21 20 * 18 17 16 TS 14 6x6= 3x6 FP= 4x7 Il 3x6 FP= 6x6 6x6= 656- 13.10-12 21-1-0 1 9-3.0 110-2-4 12-5-4 13-9-12 II 19.11-8 20.1.0 9.3.0 0-11-4 2-3.0 1-4-8 0.1.0 6-0.12 0-14i1.0.0 Plate Offsets(X,V)-- f 1:0-1-8,0-0-81,16:0-3-0,EdgeL 17:03-0,0-0-01,113:0-1-8,0.0-8L 117:0-3-0,0-0-0],(21:0-1-8,Edgel _ LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.06 22-23 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.14 22-23 >999 360 BCLL 0.0 Rep Stress Incr NO I WB 0.43 Horz(TL) 0.01 15 n/a n/a Matrix-SH i Weight:181 lb FT=20%F,11%EBCDL 5.0 Code FBC2014lTPI2007 I LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 29=645/0-5-8,15=687/0-3-8,19=856/0-5-8 Max Gray 29=651(LC 14),15=687(LC 1),19=862(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-644/0,1-2=-560/0,2-3=-1371/0,3-5=-1865/0,5-6=-1658/0,6-7=-1080/0, 7-9=-1080/0 BOT CHORD 27-28=0/1051,26-27=0/1678,24-26=0/2033,23-24=0/2033,22-23=0/1080,21-22=0/1080 WEBS 12-15=-342/0,1-28=0/797,2-28=-743/0,2-27=0/483,3-27=-463/0,3-26=0/283, 5-23=-562/0,6-23=0/1035,11-16=-251/0,13-15=-411/0,9-19=-1090/0,9-21=0/1525, 7-21=-554/0,6-22=-648/0,9-18=0/251 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18 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(pit) Vert:14-29=-7,1-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-330 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-330 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-12=-67,12-13=-13 Continued on mane 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MO-7473 rev.1003/2016 BEFORE USE. NI Design valid lot use oNy with Mllek,:connectors.1Ns design Is based only upon txrametors shown.and Is for art 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 MiTek• bolding design. Bracing Indicated Is le prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent IxaCklg Is always required for stability and to prevent collapse with possible personal Injuy and property damage. For general tyidkrx:e regarding the Parke EastBlvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPtl Quality ty Criteria,DSB-89 and SCSI Building Component 33610 Safety Information available from Truss Plate institute.218 N.lee Street.Suite 312,Alexandria, Tampa.P.Parke VA 22314. -__ _... -_. Job Truss Truss Type 1 I Qty Ply I Spec /West Indies-C Mod 711265928 J170313 IF02 - FLOOR 7 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:56 2017 Page 2 I D:3c RVn9h nna4ox807V 8?aidy82cv-QtDA127CV4gkgJiCZBbR b?caT DOLbF E kTa3Gt8zANYP LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:13=-238 5=-330 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-29=-7,1-9=-13,9-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-238 5)3rd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-29=-7,1-9=-67,9-12=-13,12-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-330 6)4th Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-29=-7,1-9=-13,9-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-238 5=-238 7)5th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) • Vert:14.29=-7,1-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-238 5=-330 8)6th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-29=-7,1-9=-13,9-13=-67 Concentrated Loads(lb) Vert:13=-330 5=-238 9)7th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-29=-7,1-9=-67,9-12=-13,12-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-330 10)8th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-29=-7,1-9=-13,9-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-238 5=-238 11) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-29=-7,1-7=-67,7-9=-13,9-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-238 5=-330 12)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-29=-7,1-6=-13,6-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-238 5=-238 13)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-29=-7,1-11=-67,11-12=-13,12-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-330 14)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-29=-7,1-9=-67,9-10=-13,10-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-238 5=-330 15)5th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Unifoml Loads(plf) Vert:14-29=-7,1-7=-67,7-9=-13,9-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-238 5=-330 16)6th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14.29=-7,1-6.-13,6-12=-67,12-13=-13 Concentrated Loads(Ib) Vert:13=-238 5=-238 17)7th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-29=-7,1-11=-67,11.12=-13,12-13=-67 Concentrated Loads(Ib) Vert:13=-330 5=-330 18)8th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-29=-7,1-9=-67,9-10=-13,10-12=-67,12-13=-13 Continued on Daae 3 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERAHOE PAGE MR-7473 rev.1010312016 BEFORE USE. Design valid for use only with M11eklS connectors.this design k based only urrn parameters shown,and is for an kidvtd al building component,not • a truss system.Before use,the braking designer must verify the appllCablity of design parameters and property Incorporate this design into the overall bulking design. Bracing indicated is to prevent buckling of indivkkal 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 katrk;atbn.storage.delivery,erection and tracing of trusses and truss systems seeANSI/1Pt 1 Quality Criteria,DSB-89 and BCSI BuMding Component 6904 Parke East Blvd. Sdety Informallon available from Buss Plate Institute,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 • • Job Truss Truss Type Oty- Ply Spec /West Indies-C Mod T11265928 J170313 F02 FLOOR 7 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:56 2017 Page 3 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-OtDA127CV4gkgJiC28bRb?caTDOLbF EkTa3Gt8zANYP LOAD CASE(S) Standard • Concentrated Loads(lb) Vert:13=-238 5=-330 • 1 I A WARNING-Verily design parameters and READ NOTES ON THIS AND MICLUDED MREK REFERANCE PAGE IAN-7473 rev.1003/1015 BEFORE USE Design valid for use only with MI IekD connectors.This design is based only upon parameters shown.and Is la an Individual bulding component,not a truss system.Before use,the bracing designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for ability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the Parke East Blvd. krb cation,storage,delivery,erection6904 and bracing of trusses and truss systems,seeANSI/lPl1 Quality Criteria,058-89 and BCS!Bulling Component Tampa.04PF L 33610 B Safely Information available from Truss Plale Institute.218 N.Lee Street,Suite 312,Alexdria,VA 22314. Job Truss Truss Typet Qty s Ply Spec /West Indies-C Mod TI1265929 J170313 ManningBuildingSupplies,I F03 Floor Supported Gable 1 1 Job Reference(optional) pp Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:57 2017 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-u3nYy08gGOybIT HO7r7g8C8pYdVQKopuhEogQazANYO Scale=1:13.0 1.5x4 I' 1.5x4 II 1.5x4 I 1.5x4 i 3x6 1 3x3 I 2 3 4 5 6 II 1 _ I II I ° 1 ........................ 12 11 10 9 8 7 3x3 I' 1.5x4 II 1 5x4 1.5x4 3x3— 3x3 1-1-12 1-10-12 — 4-4-0 5-8-0 7-0-0 4-4-0 1-4-0 1-4-0 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lora) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(TL) -0.00 7 rite n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight:40 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-0-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,8,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNING-Vaffy design parameters and READ NOTES ON THIS AND INCLUDED MA111-7473ITEK REFERANCE PAGE -7473 rev.1003)2015 BEFORE USE. Design valid for use only with Milekconnectors.coectors.Ws design Is based only ufxn parameters shown,and Is for an Individual building component,not mi. a Inns system.Before use.the building designer must verity the applicabily of design parameters and properly incorporate this design Into the overall txlding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always required la stability and to prevent collapse with possible personal inhsy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seoANSI/TPI1 Quality Criteria,DSB-89 and SCSI Butdkng Component 6904 Parke East Blvd. 1 Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312.Nexandria.VA 22314. Tampa.FL 33610 I Job Truss I Truss Type t Qty Ply Spec /West Indies-C Mod T11265930 J170313 F04 FLOOR 3 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:58 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-MGLwAk8T1i4SwdsagYevhQht_1eL39K1wuYNy1zANYN 0-1-8 HI-130 i a- 1�-4�I 2-0-0 1.0104 Scale=1:35.2 5x5= 1.5x4- 1.5x4 II 1.5x4 I 1.5x4 II 3x6 FP- 3x5= 4x7= 1 2 3 4 5 6 7 8 9 10 11 12 13 •.I • . L = • I . c 27 /\1/ / . • cc?. ...AL/ asi, 25 . \- 74 24 23 22 21 20 19 18 17 16 15 14 4x7- 3x8 MT2OHS FP= 1.5x4 II 1.5x4 I 4x4= 3x5= 9-3.012.5.4 I 21-2-0 9-3-0 3-2-4 8-8-12 Plate Offsets(X,V)-- [1:Edge,0-1-8],[13:0-3.0,Edge],127:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.62 i Vert(LL) -0.18 20 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.31 20-21 >810 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.06 14 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:123 lb FT=20%F,1,1%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 26=1087/0-5-8,14=791/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26=-1082/0,13-14=-787/0,1-2=-968/0,2-3=-968/0,3-4=-1856/0,4-5=-2457/0, 5-6=-2457/0,6-7=-2722/0,7-8=-2723/0,8-9=-2723/0,9-11=-2300/0,11-12=-1620/0, 12-13=-639/0 BOT CHORD 24-25=0/1483,23-24=0/2212,21-23=0/2662,20.21=0/2723,19-20=0/2723,18-19=0/2565, 17-18=0/2043,16-17=0/2043,15-16=0/1208 WEBS 1-25=0/1389,2-25=-421/0,3-25=-794/0,3.24=0/591,4-24=-565/0,4-23=0/378, 6-23=-315/0,13-15=0/960,12-15=-904/0,12-16=0/655,11-16=-651/0,11-18=0/398, 9-18=426/0,9-19=-17/534,7-21=-260/219,8-19=-302/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x3 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the Intended use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 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. 7)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(pit) Vert:14-26=-7,1-13=-67 Concentrated Loads(Ib) Vert:2=-348 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-26=-7,1-13=-67 Concentrated Loads(Ib) Vert:2.348 Continued on Daae 2 V WARNING-Verity design parm.trs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 r.v.1093/1016 BEFORE USE hit Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and Is fora 1 bol vldud balding component.riot a truss system.Before use.the bwldlrg designer must verify the applicability of design parr:meters anal properly Incorporate this design Into the overall building design. bracing indicated Is to prevent truckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPt I Quality Criteria,DSB-e9 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information avdlabre troth Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria-VA 22314. Tarrpa.FL 33610 Job Truss I Truss Type r Qty Ply Spec /West Indies-C Mod T11265930' J170313 F04 FLOOR 3 1 1 _ _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:58 2017 Page 2 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-MGLwAk8T1 i4SwdsagYevhQht._1 eL39K1 wuYNy1 zANYN LOAD CASE(S) Standard 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:14-26=-7,1-8=-67,8-13=-13 Concentrated Loads(lb) Vert:2=-348 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-26=-7,1-7=-13,7-13=-67 Concentrated Loads(Ib) Vert:2=-257 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-26=-7,1-8=-67,8-13=-13 Concentrated Loads(Ib) Vert:2=-348 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-26=-7,1-7=-13,7-13=-67 Concentrated Loads(lb) Vert:2=-257 1 1 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.1003/2015 BEFORE USE. Design valid for use only with MITeker connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a hum system.Before use,the br iking designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek• is always required for stability and to prevent collapse with possible personal h1+y and property damage. for general guidance regarding the fabrication.storage.delivery,erection and tracing of trusses and truss systems.seeANSI/WPli Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Bbd. Safety Information avaiable from Truss Plate Institute.218 N.Lee Street.Site 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type i Qty Ply Spec /West Indies-C Mod I T11265931 J170313 F05 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:59 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-gSviN495o?CJXnRnEG98DdE4mR hoUUA9YHxUTzANYM 0-1.8 HI t3.0 01 ---H 200 ii0-t04{ Scale=1:35.8 6x6= 1.5x4= 3x6 FP= 3x6 FP= 8x8= 6x6= 4x7 I I THA422 • 4x7 II 6x6= 6x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 IMMI/IFAIlir..1141plr _ liritlaW, • d ►� 15 27 26 25 24 23 22 21 20 19 18 17 16 6x6= 8x12= 3x6 FP= 6x6- 6x6 = 4x7 II 4x7 II 6x6=3x6 FP= 6x8 9-3-012-5-4 21-2-0 9-3-0 I 3-2-4 8.8.12 Plate Offsets(X,Y)-- (1:Edge,0-3-01,11:0-1-8,0-1-8L(9:0-3-0,0-0-0],r14:0-3-0,Edge1,121:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.22 22 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.37 22-23 >675 360 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.06 15 n/a n/a Weight:178 Ib FT=20%F,11%E BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 28=2501/0-5.8,15=1389/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-28=-2468/0,14-15=-1376/0,1-2=-2315/0,2-3=-2313/0,3-5=-4227/0,5-6=-5621/0, 6-7.5621/0,7-8=-6075/0,8-9=-5809/0,9-10=-5809/0,10-11=-4643/0,11-13=-3185/0, 13-14=-1228/0 BOT CHORD 25-27=0/3405,24-25=0/5007,23-24=0/6195,22-23=0/5809,21-22=0/5809,20-21=0/5299, 19-20=0/4059,18-19=0/4059,16-18=0/2333 WEBS 1-27=0/3223,2-27=-1087/0,3-27=-1608/0,3-25=0/1243,5-25=-1178/0,5-24=0/904, 7-24=-845/0,7-23=-419/30,14-16=0/1764,13-16=-1670/0,13-18=0/1288, 11-18=-1286/0,11-20=0/859,10-20=-1004/0,10-21-0/1277,8-22=-525/0,8-23=0/794, 9-21=-677/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 8-0-4 from the left end to connect truss(es)to front face of top chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S)section,loads applied to the lace 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(pH) Vert:15-28.10,1-2=-235,2-14=-100 Concentrated Loads(Ib) Vert:2=-953 7=-443(F) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Crintinued on Daae 2 � I I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 6117EK REFERANCE PAGE M11-7473 rev.10N3/201S BEFORE USE. la Design valid for use only with Miteld°connectors.This design k based only upon parameters shown,and Is for<n Individual bulding component,not a truss system.Before use,the bulling designer must verity the appltcabIlty of design parameters rind trot rutty incorporate this design Into the overallMiTek' building design. Bracing Indicated k buckling to prevent of halvtdual truss web and/or chord members only. Additional temporary and permanent bracing Is always required ter stability and to prevent collapse with possble personal truly and Pf opeity damage. For general guidance regadng thc' Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,se<:ANSt/1Ptt Quality Criteria,DSB-89 and BCSI Building Component 696904 04 P. East 0 Safely Information available from Truss Plate Institute.218 N.Lee Street.Sidle 312,AJex<xx]ria,VA 22314. Job Truss Truss Type n Qty Ply Spec /West Indies-C Mod T11265931 J170313 F05 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:59 2017 Page 2 I D:3cRVn9hnna4ox807V8?aidyB2cv-gSvl N495o?CJXnRnEG98DdE4mR_hoUUA9YHxUTzANYM LOAD CASE(S) Standard Uniform Loads(pit) Vert:15-28=-10,1-2=-235,2-14=-100 . Concentrated Loads(Ib) Vert:2=-953 7=-443(F) 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:15-28=-10,1-2=-235,2-9=-100,9-14=-20 Concentrated Loads(Ib) Vert:2=-953 7=-443(F) 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:15-28=-10,1-2=-155,2-8=-20,8-14=-100 Concentrated Loads(Ib) Vert:2=-535 7=-523(F) 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:15-28=-10,1-2=-235,2-9=-100,9-14=-20 Concentrated Loads(Ib) Vert:2=-953 7=-443(F) 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:15-28.10,1.2=-155,2.8=-20,8-14=-100 Concentrated Loads(Ib) Vert:2=-535 7=-523(F) 1 I i A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MMTEK REFERANCE PAGE MJF7473 rev.10/03/2015 BEFORE USE. • la Design valid for use only with Mllekl9 connectors.this design Is based only upon parameters shows.and Is for an Individual building component.not a truss system.Before use,the balding designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing Milek• Is always required for stability and to prevent collapse with possible personal Wry and property damage.. For general galdcnce regarding the e Et Blvd.fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 1 6904690 P.Parke FL Easast 0 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss Truss Type y Qty n 'Ply Spec /West Indies-C Mod T11265932 J170313 F06 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:00 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-IeThbQAjZJLA9x0zozgNmrmLtgXDX9eKOC1 U1vzANYL 0018 0.1.8 Scale=1:20.8 3x3= 1 — 2 3 4 5 6 7 8 9 10 11 e • • e. a e- • • •• • • • • • • • • • •. .• _ _ _ — — 1 24 I i __, II • e ••:.:.K+ii'ii0: iiiiii:':'i0i0i:'PiO:i4':1':•ii:'Oiiiiiii:4'iiiiii:40•:;::•••*:•••••••:::••:::•:•:•::•••:•• ::•••••ii'iiii0:'i:i.:+:•:':'ii:': 22 21 20 19 18 17 16 15 14 13 12 3x3= 3x3 3x3 - 3x3- I 1-4-0 I 2-8-0 4-0-0 5.4-0 6-3-4 7-2.8 8.6-8 f 9-10-8 i 11-2-8 12-6-8 1.4.0 1-4-0 1-4-0 1-4-0 0-11-4 0-11-4 1-4.0 1.4-0 1-4.0 1-4-0 Plate Offsets(X,Y)-- 123:0-1-8,0.0-121,124:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - r1/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:69 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing:21-22,12-13. REACTIONS. All bearings 12-6-8. (Ib)• Max Gray All reactions 250 lb or less at joint(s)22,12,17,13,14,15,16,21,20,19,18 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNING-Verily design lwam•ta+and READ NOTES ON THIS AND INCLUDED ADTEK REFERANCE PAGE AG-7473 rev.1003/2015 BEFORE USE. NS Design valid for use only with fvilekS connectors.Ms design k based only upon parameters shown,and is for an Individual bxiidkrg component.not a truss system.Before use.the balking designer must verity the applicability of design ixxameters and properly Incorporate this design into the overall MiTek• bUldIng design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary axil permanent bracing Is always required for stability and to prevent collapse wilts possbte personal injury and property damage. For general guidance regarding the Parke Et Blvd. fabrtcalbn storage,delivery,erection and bracing of trusses and buss systems,seeANSI/TPt I Quality Criteria, 6904as DSB-89 and BCSI Building Componont 6904 P. 3sB Safely Information avdksble horn Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Job Truss Truss Type r Qty, Ply Spec /West Indies-C Mod T11265933, J170313 F07 Floor 4 1 _ _ Job Reference(op onal) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:00 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-IeThbQAjZJLA9x0zozgNmrmFRgMYX61KOC 1 U I vzANYL 0-1-8 H 1-3-0 3.0 —i 2-0-0- F- 1-1-4 Scale=1:21.3 3x4= 1.5x4= 3x3= 3x3= 3x3- 3x6= 1 2 3 4 5 6 -a ao e I e� I kld ill13 • 12 -= 1110 93x6 II B 3x3= 3x4= 353= 3x6 II 3x6 II 3x6 11 3x6 11 10.0-011.1.4 12-7-4 10-0.0 I 1-1-4 I 1-6-0 Plate Offsets(X,Y)-- 19:0-3-0,0-0-01,116:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.10 10-11 >999 480 MT20 244/190 1 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.15 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.02 7 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:82 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=673/0-3-8,7=679/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-672/0,6-7=632/0,1-2=-510/0,2-3=-1155/0,3-4=-1380/0,4-5=-1164/0,5-6=-504/0 BOT CHORD 13-14=0/945,11-13=0/1379,10-11=0/1164,9-10=0/1164,8-9=0/1164 WEBS 1-14=0/745,2-14=-691/0,2-13=0/332,3-13=-355/0,4-11=-14/398,4-10=-485/0,6-8=0/740,5-8=-1065/0, 5-9=0/602 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. t I V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.t0d03r1015 BEFORE USE. NMI Design valid for use only with Milek.Il connectors.Ids design Is based only upon rxrameters 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 orate this design Into the overall building design. Bracing indicated Is to prevent bucidIng of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile*' 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 cod bracing of trusses and truss systes,seeANSVTPI p Quality Criteria.D58-89 and SCSI Building Component6904 Parke East Blvd.Tampa.FL 33610 Safety Information avc able from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. . Job Truss I Truss Type , Qty 7 Ply I Spec /West Indies-C Mod T11265934 J170313 F08 Floor 7 1 [ Job Reference(optional)__ Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:01 2017 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-mrt 3omBLJdT1 n5a9MhBcI2JOTEhgGZwTcsm1 ZMzANYK 0-1-8 H I 1-3-0 I 2-0-0 —I -. 1-0-8— 011a le=1:21.3 3x4= 3x4= 1.5x4= 3x3= 3x3= 3x3= 1.5x4= 4 53 6 1 2 3 • 17 s� � L,_ li l s 14 13 12 = 11 10 93x6 II 8 o 3x3= 3x4= 3x3= 3x6 I I 3x6 I I 3x6 II 6x6= 10-0-011-0.8 12-6-8 I 10-0.0 l 1-0-8 l 1-6-0 Plate Offsets(X,Y)- [6:0-1-8,Edge],[9:0-3-0,0-0-0],[16:0-1-8,0-0-12],[17:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 i TC 0.47 Vert(LL) -0.09 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.14 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.02 7 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:81 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=670/0.3.8,7=670/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-668/0,6-7=-624/0,1-2=-507/0,2-3=-1146/0,3-4=-1366/0,4-5=-1143/0,5-6=-506/0 BOT CHORD 13-14=0/940,11-13=0/1368,10-11=0/1143,9-10=0/1143,8-9=0/1143 WEBS 1-14=0/741,2-14=-687/0,2-13=0/328,3-13=-351/0,4-11=-6/402,4-10=-489/0,6-8=0/722,5-8=-1066/0,5-9=0/623 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. a WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mir-7473 rev.10/03/2016 BEFORE USE pill Design valid for use only wtth MilekIl)connectors.Ills design is treed only upon Ixxaireters shown,and is for an individual building component,not a truss system.Before lee,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Placing 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 YiknY and Property damage. For general guidance regarding the East Blvd.fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Buld6904 ing Component ParkeF33610 Solely Information available from Truss Plate Institute,210 N.Leo Street.Suite 312.Alexa ndda,VA 22314. Tampa.04_ _ _ __ -._ I Job /Truss Truss Type t Oty, Ply Spec /West Indies-C Mod I T11265935 J170313 F09 Floor Girder 1 1 ,Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:02 2017 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-E1 bR?5Cz4wbuOE9MvOirrGrXQeAb?0_drW W b5ozANYJ 1-3-00-9.8I I 3x6- i • 1 3x6= 9 2 1.5x4 Il 3 1.5x4 I 10 4 Scale=1:9.8 IIII 1.1 ►iMII I :::i 1111161. MS MU Ell .11 ME Iltii*:i 2 3x3- 3x3= 7 6 5 3x3 II 3x3 Ii 4-0-8 II 4-0-8 LOADING (psf) SPACING- 2-0-0 , CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.01 7 >999 360 BCLL 0.0 Rep Stress'nor NO WB 0.16 Horz(TL) 0.00 5 ilia rl/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:28 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=526/0-3-8,5=543/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-517/0,4-5=-535/0,1-2=-415/0,2-3.415/0,3-4=-415/0 BOT CHORD 6-7=0/415 WEBS 4-6=0/557,1-7=0/557,2-7=-364/0,3-6=-359/0 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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-4=-100 Concentrated Loads(Ib) Vert:9=-324 10=-328 f A WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1803/2015 BEFORE USE. 1111 • Design valkl for use only with MI1ekiD connectors.This design is based only upon parameters shown.and is for an individual building component.not a hers system.Before use.the brMdkng designer must verily the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated is to prevent budding of indlvklual truss web and/or chord members only.Addittonal temporary and permanent bracing MiTek' 1s always required for stability and to prevent callcpse with Idle personal 1nMy and properly damage. For general guidance regarding the East Blvd. fabrfabrication. ion storage,delivery.erectand bracing of trusses and inns systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Bul6904FL dng Component 6904 P.Parke East 0 Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. _ __ 1 Job Truss 1Truss Type r Ory 1 I Ply Spec /West Indies-C Mod ' 111265936 J170313 F10 Floor Girder 1 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:03 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-i D8pD RCbrEjl0OkYT6D4NT0i020YkJwm4AF8dEzANYI 0-1-8 1.3-0 2.1-8 0-11.8 1-2-00-1;8 H I I Scale=1:37.3 8x8 11 3x6 FP= THAC426 THAC426 THA426 1.5x4= 1.5x4= 4x4= 7x10= 3x6 I 3x6 II 6x6= THA426 8x8= 1 2 3 4 5 6 7 8 9 10 11 12 30 13 n -:17 ii - •—\ . 29 !..\/\/ 7_, • I •Alk/ .. .'". - 0 I likM/'\\\ 27 26 25 24 23 22 21 20 - 18 17 16 15 14 3x6 I 3x6 11 3x6 I I 3x6 FP= 8x811 6x8 :I 3x6 1 6x6= 3x6 L 4x7 11 10x12 M18SHS= 6-6-0i 11-1-0 12-5-8 . 21-9-0 6-6-0 4-7-0 1-4-8 • 9-3-8 Plate Offsets(X,Y)-- [5:0-1-8,Edge1,[7:0-3-0,Edgel,[11:0-3-0,0.0.01,[13:0-1-8,Edge1,[13:0-1.8,0-1-81,[17:0-3-0,Edge1,[22:0-3-0,0-0-01,[29:0-1-8,0-0.121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.09 23-24 >999 480 MT20 244/190 TCDL 10.0Lumber DOL 1.00 BC 0.67 Vert(TL) -0.14 23-24 >999 360 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.02 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:159 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 28=588/0-3-8,19=2715/0-3-8,14=2471/0-3-8 Max Gray 28=597(LC 3),19=2715(LC 1),14=2485(LC 7) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-28=-596/0,13-14=-2470/0,1-2=-442/0,2-3=-964/0,3-4=-1063/4,4-5=-698/231, 5-7=0/553,7-9=-1103/0,9-10=-4152/0,10-11=-4152/0,11-12=-4152/0,12-13=-2035/0 801 CHORD 26-27=0/816,24-26=0/1130,23-24=-231/698,22-23=-231/698,21-22=-231/698, 19-21=-780/0,18-19=-780/0,17-18=0/2698,16-17=0/4152,15-16=0/3819 WEBS 7-19=-2433/0,1-27=0/645,2-27=-593/0,3-26=-261/30,4-24=0/606,4-23=-631/0, 7-21=0/705,5-22=0/854,5-21=-1347/0,13-15=0/2896,7-18=0/2400,12-15=-2701/0, 9-18=-2433/0,12-16=0/529,9-17=0/2279,10-17=-1535/0,11-16=-452/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x3 MT20 unless otherwise indicated. 4)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. 6)Use Simpson Strong-Tie THAC426(8-16d Girder,6-16d Truss)or equivalent spaced at 1-4-0 oc max.starting at 16-6-0 from the left end to 17-10.0 to connect truss(es)to back face of top chord. 7)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 1-2-0 oc max.starting at 19-2-0 from the left end to 20-4-0 to connect truss(es)to back face of top chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-28=-10,1-13=-100 Concentrated Loads(Ib) Vert:12=-718(B)10=-1260(B)11=-718(B)30=-718(B) a WARNING-V.rlfy design parnmgrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 148.7473 rev.1003/2015 BEFORE USE. ' Design valid for use only with Milek®connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a Inns system.Before use,the building designer must verify the applicabtity of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent budding of Individual truss web axi/or chord members only. Additional temporary and permanent bracing Milt** Is always required for stabilty and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the East Blvd.fabrication.storage,delivery.erection and bracing of trusses and truss systems seeANSI/TPI I Quality Cdterla.DSSm6904 -89 and SCSI Binding Co ponent Tama.904 ParkeFEt 0 , Safety Information available from truss Plate institute.218 N.Lee Street-Suite 312.Alexandrlo,VA 22314. Job Truss Truss Type , Qty I Ply Spec /West Indies-C Mod 111265937 1J170313 �Fli Floor 3 1 1 [ 1 Job Referenc(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:04 2017 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-BOiBQnDDcYrceYJk1 plJwhxu9Sg?Tskwlp?iAgzANYH 0-1-8 1-3-0 I__-- 2-1-8 0.1;8 FII Scale=1:37.3 5x5 3x4- 5x5- 1.5x4= 4x4= 3x6 FP= 3x3= 1.5x4 I 3x3= 3x3= 3x5= 4x4= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 . 1/ \/ \ /_\ /^\ /A 28 _ce3 127 .1;\w/ \ / \ / ;I •,,,id .730 25 24 23 22 21 20 19 18 17 16 15 14 13 — _ 5.3.0 — 3= 3x6 I 3x6 II 3x6 II 3x6 FP= 3x4= 3x3= 1.5x4 II 4x4= 5x5= 3x3= 3x6 11 21-9-0 II 21-9-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[11:0-1-8,Edge],[27:0-1-8,0-0-12],[28:0-1-8,0-0-121 LOADING(psi) 1 SPACING- 2-0-0 CSI. DEFL. in (lac) Udell lid PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.27 18-20 >953 480 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.92 Verl(TL) -0.42 18-20 >608 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.07 12 tVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:132 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:16-18. REACTIONS. (lb/size) 26=1176/0-3-8,12=1176/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-1174/0,11-12=-1172/0,1-2=-959/0,2-3=-2412/0,3-5=-3492/0,5-6=-4133/0, 6-7=-4133/0,7-8=-4126/0,8-9=-3429/0,9-10=-2418/0,10-11=-957/0 BOT CHORD 24-25=0/1804,22-24=0/3032,21-22=0/4133,20-21=0/4133,18-20=0/4232,16-18=0/3878, 15-16=0/3050,14-15=0/3050,13-14=0/1805 WEBS 1-25=0/1406,2-25=-1342/0,2-24=0/966,3-24=-984/0,3-22=0/715,5-22=-1116/0, 5-21=-24/600,11-13=0/1403,10-13=-1347/0,10-14=0/974,9-14=-975/0,9-16=0/585, 8.16=-712/0,8-18=0/385,7-18=-331/47,7-20=-391/322 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. ► iin. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.1003/2015 BEFORE USE. Design valk i for use only with MilekS)connectors.This design is tined only upon parameters shown.and Is for an individual bullring component.not a trims system.Beton)use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall MiTek' building design. tirax_kng indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Iniury and property damage. For general guidance regarding the fatrkxrtbn•storage,delivery,erection and bracing o1 Busses and truss systems.seeANSI/lPI1 Qualify Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexa nckla.VA 22314. Tampa.FL 33610 I Job /Truss Truss Type , Oty 1 Ply Spec /West Indies-C Mod T11265938 J170313 F12 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:06 2017 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-7ogyrTFU895JtsT78Enn?60FDFPnxojCm7UoEZzANYF 13'0 2-1-8 !-------1-11-8 1�-, 0 8 . Scale=1:36.7 4x4= 1.5x4= 3x6 FP— 1.5x4 II 4x7= 1.5x4 II 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 --i—e-- _. t. ;2,4, 28 27 hi; �I \/../\ ". - s gx Nitc:49 25 24 23 22 21 20 19 18 17 16 15 14 4x4_ 1.5x4 II 3x6 FP_ 1.5x4 II 4x4= 10-1-8 9-10.0 1 16.2-8 I 21-9-0 1 I--- __--- 9.10-0 0.2'-0 61.0 5.6.8 0-1-8 Plate Offsets(X,Y)-- 11:Edge,0-1-81,127:0-1.8,0-0-121,128:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.15 22-23 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.22 22-23 >684 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.03 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:124 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. • WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 26=859/0-4-12,13=235/0-4-12,17=1259/0-5-8 Max Uplift 13=-10(LC 3) Max Gray 26=863(LC 10),13=325(LC 7),17=1260(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-859/0,12-13=-325/7,1-2=-676/0,2-3=-1637/0,3-5=-2116/0,5-6=-2176/0, • 6-7=-2176/0,7-8=-1532/0,8-9.554/0,9-10=-328/126,10-11=-328/126 BOT CHORD 24-25=0/1269,23-24=0/1989,22-23=0/2176,21-22=0/2176,20-21=0/1917,19-20=0/1160, 17-19=-326/124,16-17=-326/124,15-16=-126/328,14-15=-126/328 WEBS 9-17=-1306/0,1-25=0/990,2-25=-941/0,2-24=0/584,3-24=-560/0,3-23=0/281, 5-23=-286/65,9-19=0/1069,8-19=-979/0,8-20=0/612,7-20=-640/0,7-21=0/613, 6-21=-348/0,12-14=-52/276,9-16=0/545 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift at joint 13. 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. • t • • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MMTEK REFERANCE PAGE AIX7473 rev.10103/201S BEFORE USE imit • Design valid for use only with MITeke connectors.Ras design is based only upon pxxaneters shown.and Is for an Individual building component.not a buss system.Before use.the building designer must verity the appllcablity of design ixxaneters and properly hcorponakr this design Into the overall bulking design. Bracing Indicated is to prevent buckling of Individual teas web ad/or chord members only.Additional tempxxdxy and permanent bracing Milek' Is always required for stability and to prevent collapse with possible personal!okay and property damage. For general guidance rewiring the latricatkrn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Cdterla,DS8-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information available horn truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,PL 33610 Job Truss Truss Type , Oty , Ply I Spec /West Indies-C Mod TI1265939 J170313 F12A Floor 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:08 2017 Page 1 ID:3c RVn9hnna4ox8O7VB?aidyB2cv-3ByiG9GkgmL169dVGf pF4X5at33MPe5V D RzvJSzANYD i 1-3-0 I 2-1-8 Il 0_it-8� I 1.2-0 i 0-1-8 Scale=1:36.7 4x4= 1.5x4= 1.5x4= 3x6 FP- 1.5x4 II 7x10= 3x6 II 3x6 II 4x7 II 1 2 3 4 5 6 7 8 9 10 11 12 13 lir 428 .V\ 5 - _J. \/:I r:� g26 25 24 23 22 21 20 19 i 17 16 2915 4x4= 1.5x4 I I 3x6 FP= 5x5= 1.5x4 II 5x5= 4x4= 4x4= 10-1-8 I 9-10-0 140-0 16-2-8 - 21.9.0- ---I 9-10-0 0-2.0 6-1-0 5-6-8 0-1-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[13:0-1-8,0-0-8],[13:0-3-0,Edge1,[14:Edge,0-1-81,[17:0-1-8,Edge],[28:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.15 23-24 >999 480 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.21 23-24 >900 360 BCLL 0.0 Rep Stress Incr NO i WB 0.57 Horz(TL) 0.04 14 Na Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:133 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.10(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:18-20,17-18. REACTIONS. (lb/size) 27=859/0-4-12,14=1276/0-4-12,18=2346/0-5-8 Max Gray 27=862(LC 10),14=1400(LC 7),18=2346(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-27=-858/0,13-14=-1424/0,1-2=-676/0,2-3=-1636/0,3-5=-2114/0,5-6=-2173/0, 6-7=-2173/0,7-8=-1526/0,8-10=-644/0,10-11=-1424/0,11-12=-1424/0,12-13=-907/0 BOT CHORD 25-26=0/1268,24-25=0/1988,23-24=0/2173,22-23=0/2173,21-22=0/1917,20-21=0/1147, 18-20=-371/254,17-18=-371/254,16-17=0/1424,15-16=0/1424 WEBS 10-18=-2377/0,1-26=0/989,2-26=-940/0,2-25=0/583,3-25=-560/0,3-24=0/273, 5-24=-273/39,10-20=0/1047,8-20=-947/0,8-21=0/627,7-21=-654/0,7-22=0/583, 6-22=-332/0,13-15=0/1318,10-17=0/2004,12-15=-783/0,11-17=-923/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14 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. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)345 lb down at 17-11-4,and 345 lb down at 19-11.4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14.27=-10,1-10=-100 Concentrated Loads(Ib) Vert:17=-345(F)29=-345(F) Trapezoidal Loads(plf) Vert:10=-375-to-13=-354 2)Dead:Lumber increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14.27=-10,1-10=-100 Continued on Daae 9 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M0.7473 rev.10/032015 BEFORE USE. 1 la Design valid for use only with Weld)connectors.his design Is bused only urxrl parameters shown.and is for an individual tuldktg component.not a times system.Before use,the balking designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Brach()Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent hracksg Wel(k' Is always required for stability and to prevent collapse with possible personal Wry and properly damage. I'or general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems seeANSI/IPI l Quality Criteria,D58-89 and SCSI Building Component 6904 Parke East Blvd. 1 Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty , Ply I Spec /West Indies-C Mod 111265939 J170313 F12A i Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:08 2017 Page ID:3cRVn9hnna4ox8O7V8?aidyB2cv-3ByiG9GkgmL169dVG1pF4X5at33MPe5V D RzvJSzANYD LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:17=-345(F)29=-345(F) Trapezoidal Loads(plf) Vert:10=-375-to-13=-354 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-27=-10,1-10=-100 Concentrated Loads(Ib) Vert:17=-159(F)29=-159(F) Trapezoidal Loads(plf) Vert:10=-250-to-13=-228 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14.27=-10,1-10=-20 Concentrated Loads(lb) Vert:17=-345(F)29=-345(F) Trapezoidal Loads(plf) Vert:10=-375-to-13=-354 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:14-27=-10,1-10=-100 Concentrated Loads(lb) Vert:17=-159(F)29=-159(F) Trapezoidal Loads(plf) Vert:10=-250-to-13=-228 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-27=-10,1-10=-20 Concentrated Loads(lb) Vert:17=-345(F)29=-345(F) Trapezoidal Loads(plf) Vert:10=-375-to-13=-354 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-27=-10,1-6=-100,6-10=-20 Concentrated Loads(Ib) Vert:17=-345(F)29=-345(F) Trapezoidal Loads(plf) Vert:10=-375-to-13=-354 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-27=-10,1-5=-20,5-10=-100 Concentrated Loads(lb) Vert:17=-345(F)29=-345(F) Trapezoidal Loads(plf) Vert:10=-375-to-13=-354 9)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-27=-10,1.10=-100 Concentrated Loads(Ib) Vert:17=-345(F)29=-159(F) Trapezoidal Loads(pit) Vert:10=-375-to-12=-364,12=-239-to-13=-228 10)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-27=-10,1.10=-100 Concentrated Loads(Ib) Vert:17=-345(F)29=-345(F) Trapezoidal Loads(plf) Vert:10=-250-to-11=-244,11=-369-to-13=-354 11)5th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-27.10,1-6=-100,6-10.20 Concentrated Loads(Ib) Vert:17=-345(F)29=-345(F) Trapezoidal Loads(plf) Vert:10=-375-to-13=-354 12)6th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:14-27=-10,1.5.20,5-10=-100 Concentrated Loads(Ib) Vert:17=-345(F)29=-345(F) Trapezoidal Loads(plf) Vert:10=-375-to-13=-354 13)7th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 'Tontinired on Daae 3 a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllekb connectors.This design is based only urx,n i xxoxnoters shown.and Is for an IndNkkral funding component,not a truss system.Before use,the building designer must verity the applicability of design{mit-rioters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent bud dIrg1 of Individual truss web aril/or chord members only. Additional temporary and permanent bracing Milek• Is always required for stab®Ity and to prevent collapse with possible personal Injury and properly damage. For general guidance regaralng the rabrk:atlon,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/IPI1 Quality Criteria,DSB-89 and BCSI BuildIng Component 6904 Parke East Blvd. Safety Information available trom Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type r Oty r Ply Spec /West Indies-C Mod T11265939 J170313 F12A Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:08 2017 Page 3 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-3ByiG9GkgmL 169dVGfpF4X5at33MPe5V DRzvJSzANYD LOAD CASE(S) Standard Uniform Loads(plf) Vert:14-27=-t0,1-10=-100 Concentrated Loads(Ib) • Vert:17=-345(F)29=-159(F) Trapezoidal Loads(pit) Vert:10=-375-to-12=-364,12=-239-to-13=-228 14)8th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-27=-10,1-10=-100 Concentrated Loads(Ib) Vert:17=-345(F)29=-345(F) Trapezoidal Loads(plf) Veil:10=-250-to-11=-244,11=-369-to-13.354 • • • A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIEN REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. • Design valid for use oily with Mlteks connectors.Ibis design k prised oNy ripen parameters shown.and Is for an WrdMckral priding component,not • a taus system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members curly. Additional terntxrary and permanent tracing MiTek' is always required for stability and to prevent collapse with possbie personal Wiry and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from buss Pilate Institute,218 N.Lee Street Suite 312.Alexandria.VA 22314. _-- Tampa.FL 33610 Job Truss Truss Type , Qty , Ply Spec /West Indies-C Mod 711265940 J170313 F13 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:09 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-XNW 4TV HMR4TukJCigMKUdketbTbJ8DttS5iSruzANYC 011148 0,148 Scale=1:27.2 3x3= 3x3= 1 2 34 5 6 7 8 9 10 11 12 13 14 i ° T r I _ _ - /Pt 30 '!'!'POi!'!i4.Oi!'Fi'n'n i'POOJt'i KD't'0t4 i'!'OOPJW:t iii:t:!:!:i:!:!::4t t ti:!:!:f t:!:!:ih i t t:4!:!::!:!:Li t:!:1!:,:tit:!:!:t t t:!:!0:!:t ti:!:!::!::?:!::tK i:tK!::!:!:it t ti:t t 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3= 3x3= 3x3= 3x3= 8-4-8 1.4-0 2.8.0I 4-0-0 I .5-4-0 , 6-8-0 8.0.0 812-41 9.8.8 11-0-8 12.4.8 13-8-8 f _ 15-0-8 I 16- 4-8_� 1-4-0 1 -4-0 1-4-0 1-4-0 1-4-0 1-4-0 0,2.4 1-4-0 1-4-0 1.4-0 1-4-0 1-4-0 14.0 0-2-4 Plate Offsets(X,Y)-- 129:0-1-8,0-0-121,130:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:871b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing:27-28,15-16. REACTIONS. All bearings 16-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)28,15,16,17,18,19,20,21,27,26,25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. f 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlF7473 rev.10/03/2015 BEFORE USE. IS Design valid for use only wilt)Mllelr8 connectors.Ihts design Is based only upon parameters shown,and Is for an individual buildcomponent.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 Indlvtdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrlcalloii storage,delivery,erection and tracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6East 0 • Safety Information avertable fromxi Truss Plate Institute,218 N.Lee Street,Suite 312,Alernddea.VA 22314. Tampa, d Job 'Truss Truss Type , Qty , Ply Spec !West Indies-C Mo 711265941 J170313 I F14 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:09 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-XN W 4TV HMR4TukJCigMKUdkeoyTVGBC R1SSiSruzANYC 0-1-8 —I I 1-3-0 I I 2-1-0 0.4-0 —_i Scale=1:15.6 3x6 11 2 3 3x6= 4 5 i I ) • • 12 J _ o ; 10 9 8 7 6 1.5x4 II 1.5x4 I 1-6-0 6.5.81 7-10-0 .8-2-0 1.6-0 4-11-8 1-4-8 0-4-0 Plate Offsets(X,Y)-- [6:Edge,0-0-121,[12:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.04 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(TL) -0.04 9 >999 360 BCLL 0.0 Rep Stress'nor YES WB 0.11 Horz(TL) 0.02 5 ria n/a BCDL 5.0 Code FBC2014/TPI2007 J Matrix-SH Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=414/0-5-8,5=420/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-409/0,1-2=-272/0,2-3=-512/0,3-5=-263/0 BOT CHORD 9-10=0/512,8-9=0/512,7-8=0/512 WEBS 5-7=0/391,1-10=0/395,3-7=-380/0,2-10=-370/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. tin. 0 WARNING•Verify design paramerors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MlleIrS corrrrctors.IIs design Is based only upon parameters drown,and Is(or an Indrylc rad building cornporrenL not a truss system.Before use,the bulking designer must verify the applIcat rility of design parameters and property Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent bucklh>tt of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for Mobility and to prevent collapse with possbie personal tnluy and property dcmage. For general guidance regarding the fabrication.storage,delivery,erection and tracing 01 tr sses and truss systems.seeANSI/IPil Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avalable from Truss Plate Institute.210 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 !JobTruss Truss Type r Oty r Ply Spec /West Indies-C Mod 111265942 1J170313 FG01 FLOOR GIRDER 1 _ 3 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:10 2017 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-?a3Shrl_CObIMTmuN4sjAyBu_skjtTlohISON KzANYB I 1-8-0 --I 1-10-12 I 1 2-0-0 — H [ Z 12 1 Scale=1:23.2 1.5x4 II 1.5x4 II 4x10= 1 4x7= 17 2 4x7= 3 4x4= 4 3x4= 18 5 3x8 6 7 8 0 -:--'''''' ---- -'-'- '- -/ fs'-'--- --I'''-'• I' '-'"-T----------- I . • • —J o— . 15 14 13 12 11 1010x10= 5x5 I; 4x10— 4x7= 5x5= SxS= 4x7- 5x5 I I THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2-1-4I 4-0.12 I 6-0-4 I 7-11-12 I 14-1-8 I 2-1-4 1-11-8 1-11-8 1-11-8 6-1-12 Plate Offsets(X,Y)-- [5:0-3-8,0-1.81,19:Edge,0-3-81,[10:0-3-8,0.6-4],[15:0-3.8,0-2-01• _ LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.15 12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.36 12-13 >460 360 BCLL 0.0 Rep Stress Inco NO WB 0.87 Horz(TL) 0.03 9 ria ilia BCDL 5.0 Code FBC2014/TPI2007 Matrix-MSH Weight:269 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-10:2x4 SP No.1D REACTIONS. (Ib/size) 16=5864/0-5-8,9=4419/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-5210/0,8-9=-6915/0,1-2=-8289/0,2-3=-14436/0,3-4=-18070/0,4-5=-18694/0, 5-6=-9056/0,6-7=-9056/0,7-8=-9056/0 BOT CHORD 15-16=0/392,14-15-0/8289,13-14=0/14436,12-13=0/18070,11-12=0/18694, 10-11=0/9056 WEBS 5-12=0/710,6-11=0/467,5-11=-11034/0,7-10=-836/0,8-10=0/11422,1-15=0/9302, 2-15=-5275/0,2-14=0/7241,3-14=-3946/0,3-13=0/4280,4-13=-2125/0,4-12=-72/735 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-7,1-17=-67,17-18=-852,5-18=-452,5-8=-67 Concentrated Loads(Ib) Vert:5=-4063 17=-180 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-7,1-17=-67,17-18=-635,5-18=-452,5-8=-67 Concentrated Loads(ib) Vert:5=-1867 17=-180 Continued on nage 2 l A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10N3/2015 BEFORE USE. la Design valid for use only with Mltelac,connectors.this design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the Iv Skiing designer must verify the applk:abllly of design parameters and properly boor-1,0100 this design Into the overall bulinp 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 to stability and to prevent collapse with possible personal l'Mxy and property damage. For general guidance regarding the fatricatkr,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/PPI I Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. L Sorely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Aexandda,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Oty , Ply Spec /West Indies-C Mod T11265942 J170313 FG01 FLOOR GIRDER 1 3 Job Referencejoptional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:10 2017 Page 2 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-?a3Shrl_CObIMTmuN4sjAyBu skjtTlohISONKzANYB LOAD CASE(S) Standard 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-7,1-17=-67,17-18=-635,5-18=-452,5-7=-67,7-8=-13 Concentrated Loads(Ib) Vert:5=-1867 17=-180 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-7,1-17=-13,17-18=-447,5-18=-263,5-6=-13,6-8=-67 Concentrated Loads(Ib) Vert:5=-1867 17=-180 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-7,1-17=-67,17-18=-635,5-18=-452,5-7=-67,7-8.13 Concentrated Loads(Ib) Vert:5=-1867 17=-180 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-7,1-17=-13,17-18=-447,5-18=-263,5-6=-13,6-8=-67 Concentrated Loads(Ib) Vert:5=-1867 17=-180 • t i • A WARNING-Verify design paranalers and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev.104)312015 BEFORE USE. Design valid for use only with Miele&connectors.INs design Is bused only urx,n Ixxameters shown,and Is for an tufty duct building component.not a truss system.Before use,the building designer must verify the appkxsbBity of design parameters and property Incorporate this design Into the overall bidding design. Bracing indicated Is to prevent budding of Individual truss web and/of chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with pons Ae personal Ink"),and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSUJPlt Quality Criteria,056.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexarxdda,VA 22314. Tarrpa.FL 33610 Job Truss Truss Typer Qty r Ply 1 Spec /West Indies-C Mod 111265943 J170313 A01 Common Supported Gable 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 S Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:25 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-gvrSESlmoZwBSZcIEF7YArSpMujaLgIWALF27HRzANYu -1-6-1 11-9-0 23-6-0 25-0-1 , 1-6-1 { 11-9-0 11-9-0 1-6-1 5x5= Scale=1:56.0 7 2x4 i ti 2x4 II 6 8 8.00 Fli 2x4 II 2x4 II 5 9 2x4 II 2x4 I 4 10 2x4 II2x4 II • 3 i 11 I 2x4 I I I 2x4 II i 2 12 5,5 5x5 1 ` 13 1 t ... 9 a 9 9 B 9 1°4 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4- 3x4_ 3x4 - 23-6-0 23-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 • MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 14 rUa n/a • BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:184 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-7-20 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'5(3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 23-6-0. (Ib)- Max Horz 27=260(LC 10) Max Uplift All uplift 100 lb or less at joint(s)14,22,24,25,19,17,16 except 27=-148(LC 10),23=-101(LC 12),26=-149(LC 12),18=-101(LC 12),15=-149(LC 12) Max Gray All reactions 250 lb or less at joint(s)27,14,20,22,23,24,25,26, 19,18,17,16,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-235/270,7-8=-235/270 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25f1;B=45fh L=24th eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 11-9-0,Comer(3)11-9-0 to 14-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). • 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'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. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,22,24,25, 19,17,16 except(jt=lb)27=148,23=101,26=149,18=101,15=149. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI7473 rev.10.533!2015 BEFORE USE mg Design valid for use only with MiTekS connectors.this design Is based oily upon parameters shown,and is for an IrrdMdual balding component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and property incorporate this design into the overall balding design. Bracing Indicated Is to prevent budding of Irrdtdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always regiked to stability and to prevent collapse with possible personal In)tay and property damage. For general guidance regarding the labdcatkn.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 available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexarr7rkr.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty, Ply I Spec /West Indies-C Mod T11265944 J170313 A02 Common 2 1 I _ 1Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 S Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:26 2017 Page 1 I D:3cRV nehnna4ox807V 8?aidyB2cv 16 PgSomOZs2?4i P Rog3 POgM QY7nnZd B KZvnhgtzANYt 6-9-0 I 11-9-0 16-9-0 I 23-6-0 1 6-9-0 5-0-0 5-0-0 6-9-0 5x5= Scale=1:57.2 3 r N 8.00 12 11 12 1.5x4 II 1.5x4 II 2 4 13 • 10 3x8 3x8 5 i 00001 01 iiiii 0 I0 N 9� B 14 15 7 6 1.5x4 115x8= 3x8= 1.5x4 I 6.9.0 I 16-9-0 } 23-6-0 6-9-0 10-0-0 6-9-0 Plate Offsets(X,Y)-- 18:0-4-0,0-3-01 LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.52 Vert(LL) -0.34 7-8 >828 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.59 7-8 >476 180 BCLL 0.0 ' Rep Stress Inch YES WB 0.60 Horz(TL) 0.01 6 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins, BOT CHORD 2x4 SP No.1D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=859/0-5-8,6=859/0-5-8 Max Horz 9=-301(LC 10) Max Uplift 9=-309(LC 12),6=309(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-959/377,2-3=-1147/593,3-4=-1147/593,4-5=-9591377,1-9=-827/362, 5-6=-827/362 BOT CHORD 8-9=-284/315,7-8=-121/618 WEBS 3-7=-295/591,4-7=-486/351,3-8=-295/591,2-8=-486/352,1-8=-173/757,5-7=-174/758 • 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=4.2pst BCDL=3.Opsf;h=25f;8=45f1;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-9-0,Exterior(2) 11-9-0 to 14-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s)except(ft=lb) 9=309,6=309. 1 f A WARN,N0•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. 11111-Design valid for use only with MitekQo connectors.IhIs design is based only upon rxxarneters shown,and Is for on Individual building cwnWnent,not a truss system.Before use,the building designer must verily the apt iicabllty of design rxrrarnoters and properly Incorporate ills design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web ani/ox chord members only. Additional temporary and permanent tracing MiTek* Is always required for stability and to prevent collapse with possible personal tn$xy and properly damage. For general guidance regarding the to rlcatkan.storage,delivery,erection and bracing of trusses and Muss systems,seeANSI/TPI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet-Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss 1 Truss Type , Qty, Ply Spec /West Indies-C Mod 711265945! J170313 A03 II Common 5 1 I Job Reference(optional)_ __) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:27 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-mlzCf8m0KAAsis_dMYaewtvbIX7014RToZXEMKzANYs 6-9-0 11-9-0 16-9-0 23-6-0 6-9-0 I 5-0-0 5-0-0 I 6.9.0 5x5= Scale=1:57.2 3 8.00 12 11 12 1.5x4 II 1.5x4 11 2 4 d di 10 11110010, 3x8 Q 3x8 5 1 o §• N _.....iiii cN • IA 9 6 14 15 7 s 1.5x4 I1.5x4 I I 5x8_ 3x8= 6-9-0I 16-9.0 I 23-6-0 6-9-0 10-0-0 6-9-0 Plate Offsets(X,Y)-- (8:0-4-0,0-3.0) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.34 7-8 >828 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.59 7-8 >476 180 BCLL 0.0 ` Rep Stress Ina YES WB 0.60 Horz(TL) 0.01 6 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:150 lb FT=20% - LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins, BOT CHORD 2x4 SP No.1D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 9=859/0-5-8,6=859/0-5-8 Max Horz 9=-301(LC 10) Max Uplift 9=-309(LC 12),6=-309(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-959/377,2-3=-1147/593,3-4=-1147/593,4-5=-959/377,1-9=-827/362, 5-6=-827/362 BOT CHORD 8-9=-284/315,7-8=-121/618 WEBS 3-7=-295/591,4-7=-486/351,3-8=-295/591,2-8=-486/352,1-8=-173/757,5-7=-174/758 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=4.2psf;BCDL=3.0psf;h=25f1;B=45th L=24ft;eave=4(t;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-9-0,Exterior(2) 11-9-0 to 14-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s)except(jt=lb) 9=309,6=309. / a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. At Design valid for use only with Mlfekdii connectors.This design Is bused only upon parameters shown.and Is for an Individual building component.not a fixes system.Before use,the balking designer must verity the applIcatllity of design parameters and properly Incorporate this design Into trio overall [wilding design. l5acing 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 IMray and property damage. for general guidance regarding the lolrk:atkxr.storage,delivery,erection and bracing of treses and truss systems.see.ANSI//Pit Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Brod. Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Nexanddrla,VA 22314. Tampa.Fl 33610 Job Truss Truss Type , Qty, Ply Spec /West Indies-C Mod T11265946 J170313 A04 Common 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:28 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-E UXatTne5UllJ0ZpwF5tT5Rm4xTJ 1 Xdc 1 DGoumzANYr 6-9-0 11.9.016-9-0 22-11-0 ' 6-9-0 + 5-0-0 5-0-0 I 6-2.0 5x5= Scale=1:57.2 3 8.00''12 11 12 1.5x4 II 1.5x4 1! 2 13 3x6 3x8�i 5 • 10 1 .\ o Y NN 1 W.. 98. 14 15 7 6 1.5x4 !I1.5x4 I I 5x8= 3x8= 6-9-0 16-9-0 22-11-0 6-9-0 I 10-0-0 I 6-2-0 I Plate Offsets(X,Y)-- 18:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.33 7-8 >821 240 i MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.58 7-8 >468 180 BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(TL) 0.01 6 ria n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, BOT CHORD 2x4 SP No.1 D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=837/0-5-8,6=837/Mechanical Max Horz 9=310(LC 11) Max Uplift 9.301(LC 12),6=-301(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-932/367,2-3.1115/582,3-4=-1066/557,4-5=-881/350,1-9=-806/354, 5-6=-815/354 BOT CHORD 8.9=-292/313,7-8=-135/592 WEBS 3-7=-262/516,4-7=-459/332,3-8=-297/597,5-7=-189/731,2-8=-485/351,1-8=-165/733 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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3.1-12,Interior(1)3-1-12 to 11-9-0,Exterior(2) 11-9.0 to 14-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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=10.0ps1. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 9=301,6=301. 0 WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. peff Design valid for use only with MI1ekkis connectors.INs design is based only upon parameters shown,and Is for an individual holding component,not a truss system.Before use,the bulking designer must verily the applicability of design parameters and properly irx:ort,rate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. A<kritIonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For gel-told guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sanely Information available from Truss Plate institute.218 N.Lee Street.State 312,Alexandria,VA 22314. Tampa.FL 33610 ` Job Truss Truss Type t Oly, Ply Spec /West Indies-C Mod TI1265947 J170313 A05 Monopitch Supported Gable 1 1 _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:29 2017 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-ih5y4poGsnRZxA8OUzc6?I_x_Lswm5mmFtOLOCzANYq , 10-2-8 10.2.8 4x4 16 Scale=1:45.9 2x4 II irli 5 8.M171 - 2x4 II i 4 2x4 II Ir 3 2x4 I I 2 5x5* i 1 • i a 12 11 10 9 8 7 2x5 3x4 - 1.5x4 1.5x4 I 1.5x4 ! 3x4 -- Plate Offsets(X,V)-- 17:0-0-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. j DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) n/a - rVa 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.16 Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:82 lb FT=20% LUMBER- — BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.2 7-10-3 oc bracing:11-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-4-0. (Ib)- Max Horz 12=368(LC 11) Max Uplift All uplift 100 lb or less at joint(s)7,8,9,10 except 12=109(LC 10), 11=-184(LC 9) Max Gram All reactions 250 lb or less at joint(s)7,8,9,10,11 except 12=277(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-454/426,1-2=-531/520,2-3=-432/437,3-4=-349/371,4-5=-267/306 BOT CHORD 11-12=-568/595 WEBS 1-11=-474/496 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 10-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,9,10 except (jt=1b)12=109,11=184. 0 WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2016 BEFORE USE. IIII• • Design valid for use only with Mllek2v connectors.This design k based only upon rxaamolers 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possble personal inlay and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PN i Cully 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 , I Oty , Ply Spec /West Indies-C Mod T11265948 J170313 801 Common Supported Gable 1 1 Job Reference(optional) Manning Budding Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:30 2017 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-AttLI9pvd5ZOZKjC 1 g8LYW XEmkHcVaovUXIuzfzANYp 12-4-0 24-8-0 12-4-0 12.4.0 Scale=1:42.3 5x5= 7 2x4 II 2x4 II 6 r% 8 2x4 II 29 26 2x4 II 5.00112 5 r 9 2x4II 2x4 II r 10 4 2x4 1 1 2x4 I ^ - 11 3 r • 27 2x4 II 2x4 128 r ' 12 2 r Ir 1 i 13 I 1 r 4x4— 4x4= 25 24 23 22 2120 19 18 17 16 15 14 3x83x8 3x4= 24-8-0 ii 24-8-0 Plate Offsets(X,Y)•- [1:0-0-0,0-1-13],[1:0.2-3,0-4-141,[13:Edge,0-1-14],[13:0-2-3,0-4-14) _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) rVa - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 13 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.2,Right:2x4 SP No.2 Installation guide. I REACTIONS. All bearings 24-8-0. (Ib)- Max Horz 1=100(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,21,22,23,24,25,18,17,16,15,14,13 Max Gray All reactions 250 lb or less at joint(s)1,19,21,22,23,24,25,18,17,16,15,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-89/275,6-7=-89/268 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=25ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-010 12-4-0,Corner(3)12-4-0 to 15-4-0 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,21,22,23,24, 25,18,17,16,15,14,13. 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED WEN REFERANCE PAGE Mfb7473 rev.I0/03/2015 BEFORE USE. , .. i Design valid for use only with MllekSm connectors.Iliadesign a based only upon Ucxcmeters shown-and is for an Individual!Aiding 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 hiding design. Bracing Indicated Is to prevent beetling of Inds duct truss web and/or chord members only.Additional temporary and permanent tracing MiTek 1 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/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available tram Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss I Truss Type , Qty, Ply Spec /West Indies-C Mod 711265949 J170313 B02 1 Common 1 1 I ; _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110$Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:31 2017 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-e3Dj VVgXOPhHAUIObOfa4j3GJ8RBEgd3j BVSV5zANYo 6.3.12 12-4-0l 184-4 23-10-12 24.8-(l 6.3-12 ' 6-0-4 6.0-4 5-6-8 '0-9-4 4x4= Scale=1:43.2 3 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 5.00 F114 4x4 4x4 2 4 te ea 12 15 • 1.5x4 I I 5 64 II 2x5 1 e •••••• •-- l,10 16 17 9 7 11 6 6x6= 3x4- 3x4= 6716=2x4 I' ' -- 24-8-0 — 24-8-0 8-3-13 164-3 23-10-12 24--8 8.3.13 l 8.0-5 l 73.9 0-z 12 I 0-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.28 10-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.84 Horz(TL) 0.05 8 ria n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-1 oc bracing. WEBS 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=878/0-3-8,8=926/0-5-8 MaxHorz 11=150(LC11) Max Uplift 11_316(LC 12),8=-333(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1178/569,3-4=-1124/542 BOT CHORD 10-11=-464/1098,9-10=-293/830,8-9=-412/1014 WEBS 3-10=-140/405,3-9=-108/327,2-11=-1148/457,4-8=-1110/441,5-8=-195/287 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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=25f1;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4.0,Exterior(2) 12-4-0 to 15-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s)except(jt=lb) 11=316,8=333. f 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mp-7473 rev.I0/v32016 BEFORE USE. Ild. Design valid for use only vAth Mlleids,connectors.this design Is trued only upon parameters shown,and Is for an individual bolding component.not o truss system.Before use,the building designer must verity the appik;ablity of design parameters and property incorporate IIs design Into the overall budding design. Bracing indicated Is to prevent bxrclding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required to stability and to prevent collapse with possible personal him and property damage. For general guldcnce regarding the k6904 Parke Ease Blvd. rirk:atkrn,storage.delivery,erection and bracing of trusses and buss systems,see-ANSI/1P11 Quality Criteria.DSB-89 and BCSI Building Component Safety Information available Irom Truss Piste institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty, Ply Spec /West Indies-C Mod T11265950 J170313 803 Common 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:32 2017 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-7Gn5irg99ip8odtb95ApdxcR3YnQzHsCyrE?1 XzANYn 6.3-12 12-4-0t 18-0.4 23-10-12 �4-8 .0 6-3-12 + 6-0-4 6-0-4 5.6.8 0.9.4 4x4= Scale=1:43.2 3 THIS TRUSS IS NOT SYMMETRIC. 5.00 12 13 14 PROPER ORIENTATION IS ESSENTIAL. 4x4 .--:"- 2 2 4 Cie• �� 12 15 1.5x4 II 2x5 I • 5 64 I 1 00.0 m 10 16 17 9 = 7 118 6x6= 3x4= 3x4= 6x6=2x4 I I 24.8-0 E� 8313 8-3-13 i q-13-S)5 f L7.69E 0.2 2 0-648 --r- - - . LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Ver1(LL) -0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 • Lumber DOL 1.25 BC 0.79 Vert(TL) -0.28 10-11 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.84 Horz(TL) 0.05 8 rUa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-1 oc bracing. WEBS 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (Ib/size) 11=878/0-3-8,8=926/0-5-8 Max Horz 11=150(LC 11) Max Uplift 11=-316(LC 12),8=-333(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1178/569,3-4=-1124/542 BOT CHORD 10-11=-464/1098,9-10=-293/830,8-9=-412/1014 WEBS 3-10=-140/405,3-9=-108/327,2-11=-1148/457,4-8=-1110/441,5-8=-195/287 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=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2) 12-4-0 to 15-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=316,8=333. a WARNING-Verily design parameters d READ NOTES ON THIS AND INCLUDED MIMIC PAGE M9.7473 rev.101032015 BEFORE USE Design valid for use only with MI leke connectors.this design is based only upon parameters shown-and is(or an IndMdual building component.not . an a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent budding of tndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for sfahttty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection arid bracing of trusses and truss systems.seeAANSt/11.l1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute.218 N.Leo Street.Suite 312.Alexandrkt,VA 22314. Tampa.FL 33610 Job Truss Truss Type . Ory. Ply Spec /West Indies-C Mod 111265951 J170313 B04 Common 2 1 Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.110$Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:33 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-bSKTwBrnvOx?OnRnjoh2A89cpy7rikJLAV_ZZz7ANYm 6-3-12 12-4-0 18-4-4 , 23-10-12 2q-1,-8 6-3-12 I 6-0-4 6-0-4 5-6-8 0-+2-12 4x4= Scale=1:42.9 3 • r 5.00112 11 12 4x4� 4x4 C 2 4 e*e a 13 2x4 II 5 10 2x5 II Y� 1 ri IN r M U ii 8 14 15 7 93x5 = 6x6= 3x4= 6 3x4= 8-3-13 16.4-3II 23-10-12 24rti 8 8-3-13 8-0-5 7-6-9 0- - 2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.15 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.28 8-9 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.89 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 1 Row at midpt 2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=882/0-5-8,9=882/0-3-8 Max Horz 9=157(LC 11) Max Uplift 6=-317(LC 12),9=317(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1185/573,3-4=-1141/554 BOT CHORD 8-9=-484/1103,7-8=-312/837,6-7=-445/1034 WEBS 3-8=-141/403,3-7=-115/339,2-9=-1155/462,4-6=-1152/473 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=4.2pst;BCDL=3.0psf;h=25ft;B=45it L=2411;eave=41t;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2) 12-4-0 to 15.4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 lit between the bottom chord and any other members,with BCDL=10.0pst. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 6=317,9=317. I ©WARNING-Verhy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REF ERANCE PAGE MIF7473 raw.10,83!2015 BEFORE USE. NI Design valid tor use only with MIlekc connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. tracing Indicated is to prevent buckling or 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 Ini ry and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/lPI t Quality Criteria.DSB-89 and BCSI BuNding Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty I Ply Spec /West Indies-C Mod I T11265952 IJ170313 B05 Roof Special 1 1 L _ Job Reference(optional_ Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:34 2017 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-3eur7XsPgK3s 1 xOzGW CHiMhnaMTQRKOVP9j66QZANYI 6-3-12 12-4-0 21-0-14 24-1-8 i I 6-3-12 I 6-0-4 I 8-8-13 3-0-10 4x4 Scale=1:43.6 3 5.00 NY1 i3 4 4x4 pr. 3x4 2 4 4x4= 3x4= • 5 6 n2x5 II • ,h 1P N N 4 0„;200000.00 JiEr ire 10 15 16 ' 9 8 K 7 11 6x6= 3x4— 3x4= 3x10= 1.5x4 II 6-3-12 8-3-13 16-4-3 21-0-14 24-1-8 i 6-3-12 I 2-0-1 8-0-5 { 4-8-11 3-0-10 LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) UM Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 j BC 0.82 Vert(TL) -0.28 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. WEBS 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross bracing j be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=882/0-3-8,11=882/0-5-8 Max Horz 11=195(LC 11) Max Uplift 7=-318(LC 12),11=-316(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2.3=-1186/574,3-4=-1130/549,4-5=-886/419,5-6=-797/369,6-7=-850/386 BOT CHORD 10-11=-568/1104,9-10=-396/836,8-9=-485/1030 WEBS 3-10=-140/407,3-9=-117/335,5-8=-421/205,6-8=-456/1091,2-11=-1157/462, 4-8=-376/179 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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24f1;eave=4f1;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2) 12-4-0 to 15-4-0,Interior(1)21-0-14 to 23-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=tb) 7=318,11=316. • 0 WARNING-Welly design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE mill* Design valid for use only with Mlteko connectors.This design k based only upon traanelers shown.and Is for an individual txrlding 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 bulling design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek* h always required for stability and to prevent collapse with possible personal ini ry and properly damage. For general guidance regarding the fabrication,storage.delivery erection and bracing of trusses and truss systems.seeANSI/IPI I Qua ly Criteria,05B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty, Ply Spec /West Indies-C Mod • 711265953 J170313 B06 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:35 2017 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-XrSELtt1 RdBjt5b9gDj W FZExgl pW AnweepTfeszANYk 6-3-12 12-4-0 18-4-4 19-0-14 24-1.8 i 6-3-12 I 6-0-4 I 6-0-4 0-8-9 5-0-10 4x4= Scale=1:43.6 3 5.00I /1\11 J • 111111111111100 4x4 5x5= 3x4= 2 4 5 1 � 14 11 2x5 II .4/A / , 40 1 OS T I � i 9 15 16 8 7 6 10 6x6= 3x4= 3x4= 3x4= 2x5 II 6.3.12I 8-3-13 16-4-3 • 19-0-14 I 24-1-8 6-3-12 2-0-1 8-0-5 2.8.11 5-0-10 Plate Offsets(X,V)-- [9:0.3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud ' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.29 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:138 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. WEBS 1 Row at midpt 2-10 MiTek recommends that Stabilizers and required cross bracing ! be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 6=882/0-3-8,10=882/0.5-8 Max Horz 10=221(LC 11) Max Uplift 6=-319(LC 12),10=-315(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1186/576,3-4=-1108/527,4-5=-981/483,5.6=-830/410 BOT CHORD 9-10=-612/1103,8-9=-442/840,7-8=-493/1009 WEBS 3-9=-138/408,4-7=-662/344,5-7=-530/1196,3-8=-84/300,2-10=-1154/462 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psl;BCDL=3.Opsi;h=25ft;B=45ft;L=24ft;eave=oft;Cat. • II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2) 12-4-0 to 15-4-0,Interior(1)19-0-14 to 23-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=319,10=315. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11•7473 rev.10/03,2015 BEFORE USE. l- Design valid for use only with Miteke connectors.Tnls design Is based only upon parameters shown,and Is for an Individual twldkrg component,not a truss system.Before use,the building designer must verify the oppxlcabilty 01 design parameters and property Incorporate this design Into the overall boding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary a d permanent bracing MiTek' Ls always Iequired for stabitiy aid to prevent callglae wllh px>ssLle personal Inkxy an7 property dry par general guidance regadng the krtxk;atkxn,storage,delivery,erection card bracing of trusses and htrs$systems-seeANSI/TPI I QuaBty Criteria,DSB-89 acrd BCSI Betiding component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Insttiute,218 N.Lee Street.Suite 312,Nexan dal o.VA 22314. Tarrpa.FL 33610 Job Truss Truss Type Oty• Ply • Spec /West Indies-C Mod TI1265954 J170313 B07 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:36 2017 Page 1 I D:3c RVn9hnna4ox8O7V8?aidyB2cv-?10cY CtICxJ aH FAMOxE I nnn5I973v9vosTC DAI zANYj 6-3-12 I 12.4.0 I 17-0-14 I 24-1-8 I ' 6-3-12 6-0-4 4-8-13 7-0-10 4x4- Scale=1:43.6 3 Ir 5.00 IV 12 11 5x5_ 3x5= 4 5 4x42 0 47• • 10 2x5 II i y 1 F ri alp 13 8 14 15 7 K 6 93x4 65c6— 3x10= 2x5 l i 6-3-12 8-3-13 16-4-3 17.0-114 24-1-8 II 6-3-12 2-0-1 8-0-5 0-8-11 7-0-10 Plate Offsets(X,Y)-- 18:0-3-0,0-3-41 -r . I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.22 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.41 7-8 >696 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 1 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:137 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. WEBS 1 Row at midpt 2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=882/0-3-8,9=882/0-5-8 Max Horz 9=248(LC 11) Max Uplift 6=-337(LC 9),9=-314(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1190/582,3.4=-1186/626,4-5=-1023/508,5-6=-825/429 BOT CHORD 8-9=-658/1108,7-8=-478/842 WEBS 3-8=-147/426,4.7=-757/459,5-7=-527/1180,3-7=-195/427,2-9=-1165/471 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MINERS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2) 12-4-0 to 15-4-0,Interior(1)17-0-14 to 23-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s)except(jt=lb) 6=337,9=314. a1 WARNING-Verify designparenree:sand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A -7473 r v.10/03/2015 BEFORE USE Design valid for use only with MIIeksS connecters.lhls design Is based only upon rwarneters shown,and Is for anIndividual bulling component not a truss system.Before use,the bulking designer must verify the applk:ab®Ity of design parameters and properly Incorporate 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 tracing MiTek' Is always required for stability and to prevent collapse with possible personal Wry and property damage. For general guki nce regarding the 6904 Parke East Blvd. fabrication.storage.delNery,erection and tracing of trusses and truss systems.seeANSt/lPtt Qualify Criteria.DSB-89 and SCSI Building Component i Solely Information available from Iran Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,Ft.33610 I Job Truss Truss Type Qty. Ply Spec /West Indies-C Mod 711265955 J170313 B08 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:37 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-TDa_mYulzFRRuPIYyem_K_JGOZUaecVx57ymjIzANYi 6-3-12 12-4-0 15-0-14 19-7-3 2Q-2-14 24-1-8 I 6-3-12 6-0-4 2-8-13 4-6-5 0-7-11 3.10.10 4x4= Scale=1:43.6 3 r 4x7=1.5x4 II 1.5x4 II 5.00 124 5 3x4 7 13 • 14 YE 4x4 2 • 1.1* m . el 12 J• 6 v: 2x5 II 0 1 R r J- 10 15 16 9 ti 11 8 6x6— 3x4= 3x8= 5x5= 6-3-12 8-3-13i 15-0-14 24-1-8 6-3-12 2-0-1 6-9-0 9-0-10 Plate Offsets(X,Y)-- ]4:0-3-8,Edge] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.18 9-10 >999 240 • MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.32 9-10 >903 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.04 8 n/a n/a 1 BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:146 lb FT=20°b • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=882/0-3-8,11=882/0-5-8 Max Horz 11=274(LC 11) Max Uplift 8=-379(LC 9),11=-312(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1184/584,3-4=-996/554,4-5=-943/507,5-6=-943/507 BOT CHORD 10-11=-698/1102,9-10=-520/855,8-9=-338/536 WEBS 3-10=-148/395,5-9=-569/369,3-9.111/279,2-11=-1151/471,6-8=-878/467, . 6-9=-296/714 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=4.2psf;BCDL=3.0psf;h=251t;B=45ft;L=24ft;eave=4fh Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-4-0,Exterior(2) 12-4-0 to 15-0-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=379,11=312. • 1 I a WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.10N3/2015 BEFORE USE. NI Design valid for use only with MllekC connectors.this design fs based only upon parameters shown,and Is tot art Individual building component.not a truss system.Before use,the building designer must verify the applicability of<krsign parameters and properly incorporate this design into the overall budding design. Bracing indicated B to prevent budding of individual truss web and/or chord members only.Addttonal temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal fly and property damage. For general guidance rEgcrding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seoANSI/TPI1 Qualify 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 72314. Tampa.FL 33610 Job Truss Truss Type Oty r Ply Spec /West Indies-C Mod T11265956 J170313609 Hip 1 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:38 2017 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-xQ8MzuvwkYZI W YKkVMHDtCsSazpcN 1 y5KnhJFBzANYh I 5-11-6 6-3-12 11-7-3 I 17.0.14 17-9-10 24-0-0 24-1-8 5-11-6 0-4-7 5-3-7 5-5-10 0-8-12 6-2-6 0-1-8 Scale=1:41.6 5x5— 1.5x4 II 4x4= 3 12 13 4 14 5 .g n 5.0012 4x4 11 2 litre o M in 7 • 10• \ 0 rb 2x5 II 0 I \ ' , • a r r M 8 15 --- 16 7 17 a 6 9 3x4= 6x6= 3x8= 3x6 !I 5-11-6 6-3-12 8-3-13 11-7-3 17-0-14 17.9.1Q 24-1-8 i 5-11-6 0-4-7 2-0-1 3-3-6 5-5-10 0-8-12 63-14 Plate Offsets(X,Y)-- 18:03-0,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) (/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.18 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.36 7-8 >804 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.74 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH ' Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-9 T-Brace: 2x4 SP No.2-3-7 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=882/0-3-8,9=882/0-5-8 Max Horz 9=295(LC 9) Max Uplift 6=-437(LC 9),9=-311(LC 12) Max Gray 6=904(LC 17),9=882(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1186/576,3-4=-765/457,4-5=-765/457,5-6=-827/470 BOT CHORD 8-9=-773/1128,7.8=-598/897 WEBS 5-7=-525/1004,2-9=-1151/460,4-7=-394/336,3-8=-148/382 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=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-7-3,Exterior(2) 11-7-3 to 15-10-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 6=437,9=311. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.f0ro3l2O15 BEFORE USE. mill. Design valid for use only with W ek&connectors.It9s design is based only ripen txxaxneters shown-and is for an individual building component,not a truss system.Before use,the buldng designer must verify the agxxk:abiliry 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. Addtfonai temporary and permanent bracing MiTek' is always requked for stability and to prevent collapse wtih possible personal Injury and property damage. For general guidance replacing the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see.ANSI/TPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Nexandda.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty, Ply Spec /West Indies-C Mod T11265957 J170313 B10 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:39 2017 Page 1 I D:3c RVn9hnna4ox8O7V8?ai dyB2cv-Pci kAEwYVsh98ivx33oSPP PfeN906U GEZ RR1ndzANYg 6.3.12 6.11- 11-7-3 { 13-7-3 l 17-0-14 17.9.1 22-0-0 24-1-8 6-3-12 bb 7- 4-7-14 2-0-0 3-5-10 0-8-1 4-2-6 2-1-8 3x5= Scale=1:45.1 1.5x4 I 5x5 4 5 14 6 2x4 II 354 8 al 7 3 5.00 12 - .... \ c 4x4 2 13 esm p — 12 � rb 2x5 II 4 1 el I - ci I 1 tri 1 10 15 16 9 17 18 K 11 8 6x6= 3x4= 3x8= 6x6= 6-3-12 6.11-6 83-13t 11-7-3 13-7-3 17.0.14 { 22-0-0 24-1-8 I 6-3-12 7.9 1.4.8 3-3-6 2-0-0 3-5-10 4-11-2 2-1-8 Plate Offsets(X,Y)-- 14:0-2-8,0-2-71,[10:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.36 9-10 >797 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.04 8 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-4 oc bracing. OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-11 T-Brace: 2x4 SP No.2-3-9 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=882/0-3-8,11=882/0-5-8 Max Horz 11=310(LC 11) Max Uplift 8=-363(LC 9),11=-311(LC 12) Max Gray 8=900(LC 19),11=882(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1189/571,3-4=-684/429,4-5=-643/426,5-6=-643/426 BOT CHORD 10.11=-752/1150,9-10=-600/898,8-9=-221/278 WEBS 6-9=-360/744,2-11=-1163/463,3-10=-125/398,3-9=-319/254,6-8=-838/537 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=4.2psf;BCDL=3.0ps1;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-7-3,Exterior(2) 13-7-3 to 23-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s)except(jt=lb) 8=363,11=311. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. j f A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. will Design valid for use only with Mliekc!c connectors.This design Is based only upon parameters shown.and is for cn Individual bulding cormrronenL not a twss system.Before use,the building designer must verify the applicabiity of design parameters and property Incorporate INs design Into the overall txrlalrng design. Bracing Indicated is to prevent Welding of IndivIdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always walked tor stability and to prevent coltk*AO with possible le personal iMrly and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,soeANSI/1PI1 Quality Crean a.DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Stile 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty. Ply Spec /West Indies-C Mod T11265958 J170313 B11 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:40 2017 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-uoF7OaxAGAp01sU7dnJhydxrbmVcr mNn5B0J3zANYf 6.3-12I 7-11-6 � 11-7-3 _._- _ 15.7-3 I 20-0-0 _-- { 22-0-0 , 24-1-8 6-3-12 1-7-9 3-7-14 4-0.0 4-4-13 2-0-0 2-1-8 4x4= 5x5= Scale=1:48.7 4 5 12 :7 !. 2x4 II 3x46 5.00 12 3 ;, J 4x4 M II ,.• \ 1-1-: \ , 0 A ei r. \ ►- 9 13 14 8 15 16 I 10 3xx44 6x6= 3x6= 6x6= 6-3.12 7-11-68-3.13 _ 11-7-3 _15-7-3 17-0-14 20-0-0 _24-1-8 ~- _-- 6-3-12 -_--- I 1-7.9 0.4 3-3-6 4-0-0 i 1-5-10 i 2-11-2 I 4-1-8 - I Plate Offsets(X,Y)-- 19:0-3.0,0-3-41 _ LOADING (psf) 1 SPACING- 2-0-0 CSI DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 7.0 , Lumber DOL 1.25 BC 0.84 Vert(TL) -0.27 8-9 >999 180 BCLL 0.0 ' 1 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-10 T-Brace: 2x4 SP No.2-5-7 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 7=882/0-3-8,10=882/0-5-8 Max Horz 10=325(LC 11) Max Uplift 7=-323(LC 12),10=-311(LC 12) Max Gray 7=908(LC 19),10=882(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3.1183/573,3-4=-665/424,4-5=-587/418 BOT CHORD 9-10=-728/1151,8-9=-597/934,7-8.-302/437 WEBS 2-10=-1143/456,3-9=-106/360,5-7=-841/491,3-8=-467/293,5-8=-240/603 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=4.2psf;BCDL=3.0ps1;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15.7-3,Exterior(2) 15-7-3 to 20-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=323,10=311. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)Is always required. • i 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. " Design valid for use only with MIIek4J connectors.Itis design Is based only upon rxrameters shown.and is lot an individual tviiding component,not a truss system.Before use,the bulking designer must verify the aprlicabiity of design parameters and properly incorporate this design into the overall buldng design. @achg 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 kIkry and property damage. For general guidance regarding the fabricotkxn.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.OSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 31?,Alexandria,VA 27314. Tampa.FL 33610 Job Truss Truss Type Qty. Ply Spec /West Indies-C Mod 711265959 J170313 B12 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:41 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-M_pVbwxolTxsNO3JBUgwUgU_fAgHaTKXOkw_sWzANYe 6-3-12 11-7-3 I 17-7-3 18-010 20-0.0 I 24-1-8 I 6.3-12 5-3-7 6-0.0 0443 2-0-0 4-1-8 4x4= Scale=1:51.3 4 1214 1: 2135 , 4x4 \2 r,. • rt 1 t0 rb 1 3x4 11 1 • Ir ' . \ 1m I { 8 14 1$ 7 16 3x6 I6 9 3x4- 6x6 I 6-3-12 8-3-13 11-7-3 17-7-3 17 20-0-0 { 24-1-8 I 6-3-12 2.0-1 3-3-6 60-0 0-7r8 2-0-0 4-14 0-2-6 Plate Offsets(X,Y)-- [8:0-3-0.0-3-4) 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.22 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.46 7-8 >626 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 ! Code FBC2014/TPI2007 Matrix-MSH Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-9 T-Brace: 2x4 SP No.2-3-7 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=882/0-5-8,6=882/0-3-8 Max Horz 9=341(LC 11) Max Uplift 9=-311(LC 12),6_323(LC 12) Max Gray 9=882(LC 1),6=896(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1185/559,3-4=-606/390,4-5=-6001369,5-6=-837/468 • BOT CHORD 8.9=-693/1142,7-8=-570/922 WEBS 2-9=-1143/436,3-8=-95/381,3-7=-559/332,5-7=-345/695 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 17-9-10,Exterior(2) 17-9-10 to 22-0-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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.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,with BCDL=10.0psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=Ib) 9=311,6=323. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verily design paramNars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*19.7473 ray.1083/2015 BEFORE USE ' Design vdid for use only with AMTeke connectors.This design Is used only upon parameters shown-did is for an individual building component,not a truss system.Before use-the building designer must verify the applicability of designs parameters and properly klcoipxxate this design Into the overdl balding design. &aci g indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the 1 fabrication storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,055.89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.tee Street.Suite 312,Nexfxxlria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type , Qty , I Ply Spec /West Indies-C Mod T11265960 J170313 B13 Common 1 l 1 L I Job Reference(optional) • Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:42 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-03NtpGy0on3j?AdW kBL91209Pa9WJwxgFOgXOyzANYd 6-3-12 11-7-3 17.9-10i 24-1-8 I 6-3-12 I 5-3-7 6-2.6 6.3-14 4x4= Scale=1:51.3 4 n 11 12 5x5 5.00 riT 3,4% 5 3 1 4x4 \ 2 ir 10 •�� 'b 3x4 II �. el rd i \ ii 8 13 14 7 15 2x5 II g 9 3x4= 6x6= 3x8= 6-3.12i 8-3-13 . 11-7-3 17-9-10 { 24-1-8 6-3-12 2.0-1 3.3.6 6.2.6 6-3.14 Plate Offsets(X,Y)-- 18:0-3-0.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.22 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.46 7-8 >626 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-9 T-Brace: 2x4 SP No.2-3-7 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=882/0-5-8,6=882/0-3-8 Max Horz 9=341(LC 11) Max Uplift 9=-311(LC 12),6=-323(LC 12) Max Gray 9=882(LC 1),6=896(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1185/550,3-4=-606/379,4-5=-600/361,5-6=-837/455 BOT CHORD 8-9=-675/1142,7-8=-548/922 WEBS 2-9=-1143/427,5-7=-327/692,3-8=-98/381,3-7=-562/318 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=4.2psl;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1.12 to 17-9-10,Exterior(2) 17-9-10 to 20-9-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s)except(jt=lb) 9=311.6=323. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. la 0 WARNING•Verify dalgn par4meters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10W3/2015 BEFORE USE. Design valid for use only with MIIek1➢connectors.this design is based only upon txxaneters shown,and is for an individual building component,not a truss system.Before use,the bulling designer must verily the applicability of design Ixxameters and properly incorporate this design into the overall building design. t#achg Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possile personal Injury and property damage. For general guidance regcxding he Parke East Blvd. fabrication.storage,delivery,erection and tracing 01 tames and trusss,systemseeANSI/IPI I Quality Catena,DSB-86904a 9 and BCSI Building Component 6904 P. Est 0 Safely Information avallable horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. -_---_-- _. Job Truss Truss Type , Qty r Ply Spec I West Indies-C Mod 711265961 J170313 CO1 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:43 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-INxFOcz2Z5BacKCilvtOaFZFZ_UM2FigT2P4wOzANYc 7-0 I 7-0-0 I 11-7-1 i 42 1 1-4 7 -0-0 4-7-12 Scale=1:34.7 NAILED NAILED 4x7= NAILED NAILED 5x5= 6x10=- NAILED NAILED 3x4= NAILED 2 10 11 3 12 13 14 15 4 5.00 rff PT, nn n n nn n x_i____ u• 5x5 i i . f: 4 1 1� d N 1010 , IK 16 17 6 18 19 20 21 22 5 7 HTU26 HTU265x10— NAILED NAILED NAILED NAILED 6x6— 5x10 MT2OHS!I NAILED AILED 6-7-0 I 7-0-0 19-7-0 I 7-0-0 Plate Offsets(X,V)-- 16:0-3-8,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.14 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.28 5-6 >709 180 I MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.83 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:107 lb FT=20% --- --------- -.-_-. _ .-. -i __ .--- --.- ---- --- --- LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. WEBS 2x4 SP No.2MiTek recommends that Stabilizers and required cross bracing OTHERS 2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. l REACTIONS. (lb/size) 7=1351/0-5-8,9=1454/0-3-8 Max Horz 7=149(LC 5) Max Uplift 7=-709(LC 8),9=-807(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1784/889,2-3.1585/868,5-8=-595/1182,4-8=-595/1182,1-7=-1064/541 BOT CHORD 6-7=-311/312,5-6=-774/1236 WEBS 2-6=-114/353,3-6=-169/546,3-5=-1385/861,1-6=-585/1284 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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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.Opst 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. 7)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=709,9=807. 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-1 Odxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 3-0-12 from the left end to 5-0-12 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.1485(3.25")toe-nails per NDS guidlines. 12)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=-54,2-4=-54,5-7=-20 Continued on nage 2 v WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/032015 BEFORE USE. Mil Design valid for use only witri Mltekt9 connectors.This design Is based only upon rxrameters shown.and Is for an individual building component.not a tens system.Before use.Ih a txildktg designer must verify the applicability of design parameters and property incorporate this design Into the overall ! MiTek, briding design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing k always requked for stability and to prevent collapse with possible personal!Nary and property damage. For general guidance regcrdkrg the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Qualify Criteria.DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss trate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 i Job ;Truss Truss Type . Qty Ply Spec /West Indies-C Mod 711265961 J170313 CO1 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:43 2017 Page 2 ID:3cRVn9hnna4ox807V8?aidyB2cv-INxFOcz2Z5BacKCilvtOaFZFZ_UM2FigT2P4WOzANYc LOAD CASE(S) Standard Concentrated Loads(Ib) • Veit 2=-117(B)6=-60(B)10=-117(B)11=-117(B)12=-117(B)14=-117(B)15=-130(B)16=-322(B)17=-228(B)18=-60(B)19=60(B)20=-60(B)21=-60(B)22=-66(B) • • A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10J03Y2016 BEFORE USE. Design valid for use only with MI Ick;connectors.Rnis design is based only upon parameters shown,and Is for an IxAvkival bolding component,not a truss system.Before use,the btIdtng designer must verify the appllcabllty or design parameters and property incorporate this design Into the overall biding design. Bracing Indicated is to prevent buckling of tndNklual tnrss web and/or chord members only. Additional temporary and permanent tracing MiTek* Is always required for stability and to prevent collapse with Forst#:personal knluy and property damage. For general guidance regarding the 04 Parke EastBNd. i fabrication,storage,delivery.erection and tracing of trusses and truss systems,seeANS1/TPII Curly Criteria,DSB69 and -89 SCSI Betiding Component 6904 P.FL Es Safely Information available from Truss Plate Institute.218 N.lee Street.Suite 312.Alexandria VA 22314. 'Truss Type ' Qty, Ply Spec /West Indies-C Mod Job Truss T11265962 J170313 CO2 Halt Hip 1 • 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:44 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-mZVdEy-hKOKRETnuscOd6T6VaOtengEzii9eSrzANYb 4-4-4 + 7-6-0 { 4-7-12 4-7-12 4x7= Scale=1:34.4 4x4= 5x10= 3 11 12 4 5.09112 IIIM 5x5:-.--- 2 2 10 r1 r7 !! oh 2x4 I 0 6- 1 1 ■ � om= PI Y � �Y N 1� 6 5 7 3x5= 3x8= 2x4 II 9-0.0I 18.6-0 9-0-0 7.6.0 Plate Offsets(X,Y)-- 14:0-2-8,0-2-121 LOADING (psf) T SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.16 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.40 6-7 >485 180 BCLL 0.0 • Rep Stress Incr YES � WB 0.37 Horz(TL) 0.06 9 rt/a n/a BCDL 10.0 I Code FBC2014/TPI2007 L Matrix-MSH Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=599/0-5-8,9=566/0-3-8 Max Horz 7=177(LC 9) Max Uplift 7=-188(LC 12),9=-264(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-615/265,3-4=-524/287 BOT CHORD 6-7=-499/614 WEBS 4-6=-307/540,2-7=-633/280 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Ops1;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1.12 to 9-0-0,Exterior(2)9-0-0 to 13-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=188,9=264. 1 a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek&connectors.This design Is tx>sed only upon parameters shown.and Is for an individual b iding component.not la , a IRAS system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall MiTek' building design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing 1 Is always required for stability and/to prevent collapse with possble personal injury and properly damage. For general guidance regarding the fabdcatlon,storage,delivery,erection and bracing of susses and truss systems.seeANSI/IPI1 Quality Criteria,05849 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Ply .Spec /West Indies-C Mod I Job Truss Truss Type Oty , T11265963 J170313 CO3 Halt Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:45 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-Em30RH_JSiSIsdM4C1KvslgeijnJgW Fd7xMuB?HzANYa 5-7-12 11-0-0 16-6-0 5.7.12 5-4-4 5-6-0 4x7= Scale=1:39.1 4x7- 6x8= 3 13 14 4 , 5.00(123x4�III 2 N 11 3x5 —i.:4 10 • l'u 1 1.4 1 -'- g ,n N T r takI 7 6 5 8 3x4= 1.5x4 II 355- 3x4= 5-7-12 11-0-0 16-6-0 II I 5-4-4 5-6-0 Plate Offsets(X,Y)-- 13:0-5-4,0-2-01 — 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/den Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.03 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.07 7-8 >999 180 BCLL 0.0 * Rep Stress Incl YES WB 0.49 Horz(TL) 0.05 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:109 lb FT=20% – LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=599/0-5-8,10=566/0-3-8 Max Horz 8=201(LC 9) Max Uplift 8=-177(LC 12),10=-242(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-776/279,2-3=-477/193,5-9=-233/437,4-9=-233/437,1-8=-548/251 BOT CHORD 7-8=-320/232,6-7=-477/670,5-6=-277/390 WEBS 2-6=-342/242,3-6=-89/344,3-5=-508/310,1-7=-162/610 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=4.2psf;BCDL=3.0psf;h=25ft;B=451h L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-0-0,Exterior(2) 11-0-0 to 15-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 8=177,10=242. I NI r a WARNING•Varify daNyn peremsters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MH-7473 ow.16931015 BEFORE USE. Design valk]for use only with Mllek4 connectors.lets design Is based only upon n rxxarneters shown.and Is for an krdh4dnal building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into tiro overall 1 building design. Brackrg indicated Is to prevent buckling of Individual(muss web and/or chord members only.Additional temporary and permanent bracing , MiTek' B always required for stability and to prevent collapse with possible personal inlury and properly damage. for general guidance regarding the Blvd.fabrication,storage,delivery,erection and bracing of lames and truss systems.seeANSI/lP11 Quality Cd6904East Component tsda,DSB-89 and BCSI Building Tanya.ParkeFEs Safety Information ave fable from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. 1 Job Truss I Truss Type 4 Oty. Ply Spec /West Indies-C Mod 711265964 J170313 C04 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:46 2017 Page 1 10:3cRVn9hnna4ox807V8?aidyB2cv-iyd0fd?xs0a9TnxHz1 Q5BuBgaBdgFitGAOeIXjZANYZ 6-7.12 13-0-0 16-6-0 I 6-7-12 6-4-4 3-6-0 Scale=1:40.2 4x7= 6x6= 3 4 5.00 12 12 3x4 1''4x7= ' 2 N 11 I 1 b 3x6 i i 4X7= 10 ,a EN K 7 6 5 3x6= 3x4= 3x4= 2x4 11 6-7-12 13-0.01 16-6-0 6-7-12 I 6.4-4 3-6-0 Plate Offsets(X,Y)-- (3:0-5-4.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.11 7-8 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.49 Horz(TL) 0.04 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=599/0-5-8,10=566/0-3-8 Max Horz 8=225(LC 9) Max Uplift 8=-164(LC 12),10=-255(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-779/231,2-3=-347/109,5-9=-310/510,4-9=-310/510,1-8=-540/233 BOT CHORD 7-8=-363/268,6-7=-458/664,5-6=-200/257 WEBS 2-6=-486/305,3-6=-119/382,3-5=-530/324,1-7=-97/575 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=451t;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 13-0-0,Exterior(2) 13-0-0 to 15-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5)Bearing at joint(s)10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=164,10=255. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1093/2015 BEFORE USE pa Design valid for use only with Milekd connectors.Its design Is based only upon parameters shown,and Is for an individual txaldln0 component,not a truss system.Before use,the briding designer must verily the applk:ubilty of design parameters and properly Incorporate this design Into the overall M iTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or�chord ime onlF Additionalitemporaryem� and 8m�anent bracing Is always required tor stability and to prevent collapse with possible personal kstuY hBlvd. East fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria.DSB-89 and SCSI Building Component 690469 P.Parke 33610 Safety Information available on truss Plate Instttute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type . Qty, Ply Spec /West Indies-C Mod 711265965 • J170313 IC05 Half Hip 1 1 l Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:47 2017 Page 1 Manning Building Supplies, Jaksonvilie,FL I D:3cR V n9hnna4ox807V87 aidyB2cv-ABBmsz0ZcJ i05xW T XIxKkSkxCbxr_BwPOg N I3AzAN W 7-7-1215-0-0 16-6-0 I 7-7-12 { 7-4-4 1-6-0 4x7= Scale=1:46.0 6x8= 3 4 5.00 12 12 3x4 2 11 4x7= N t` 11 5x5.15-- \.. Si 4x7= :r 10 R 8 7 6 5 3x4 II 4x4= 4x4= 7-7-12 15-0-0 A.016-6-0 I 7-7-12 I 744 1-6-0 Plate Offsets(X,Y)-- (3:0-5-4.0-2-4) l LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) . -0.18 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing. OTHERS 2x4 SP No.2'Except' WEBS T-Brace: 2x4 SP No.2-2-6 4-9:2x6 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=599/0-5-8,10=566/0-3-8 Max Horz 8=249(LC 9) Max Uplift 8=-149(LC 12),10=-270(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-767/184,5-9=-445/596,4-9=-445/596,1-8=-532/218 BOT CHORD 7-8=-410/308,6-7=-429/645 WEBS 2-7=0/267,2-6=-619/366,3-6=-118/480,3-5=-574/322,1-7=-28/522 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opst;h=25ft;B=45ft L=24ft;eave=4f1;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-0-0,Exterior(2) 15-0-0 to 15-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(It=lb) 8=149,10=270. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10103/2015 BEFORE USE. ig• Design valkl for use only with Mileish connectors.This design is based only upon parameters shown,and Is for an Individual balding component.not a truss system.Before use,the bulking designer must verify the applical:rlity of design pcaameters and properly incorporate this design Into the overall Niel('design. Bracing indicated k to prevent budding of Individual truss web and/or chord members only. Additional temporary aid permanent bracing is always required for stability and to prevent collapse with possible personal alar/and property damage. For general galdarce regarding the Blvd.storage,cfetivery.erection and bracing of trusses and puss systems.seeANSI/lPit QuaNty CrNeda,DSB-89 and SCSI BuBding Component Tampa,FEast Safely Information available from Truss Plate institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. 6904 Parke East Truss Truss Type • City. Ply Spec /West Indies-C Mod Job 111265966 J170313 CO6 IIMonopitch4 1 110 s AJob Reference(optional) Manning Building Supplies, Jaksonville,FL 8. pr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:48 2017 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-fLk83J1 BNdgtj55f5SSZHJGDI?EUjbbZdK7rbczANYX 5-7-3 10-10-13 16-6-0 II 5-3-11 5-7-3 4x10= Scale=1:46.7 4 Wig 5.0012 3x4 3 II 4x7= 0 4x4 2 e co ca ♦. 10 2x4 110. t! 4x7= rr 9 d n I C.41 6 11 12 1,145 73x4= 3x4= 4x4= 8-3.01 16-6-0 8-3-0 8-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.11 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 I Vert(TL) -0.24 6-7 >827 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.54 Horz(TL) -0.04 9 rVa n/a Weight:113 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=599/0-5-8,9=566/0-3-8 Max Horz 7=260(LC 9) Max Uplift 7=-142(LC 12),9=-277(LC 12) Max Gray 7=599(LC 1),9=571(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-637/168,5-8=-207/486,4-8=-207/486 BOT CHORD 6-7=-431/648,5-6=-258/403 WEBS 3-6=-127/395,3-5=-530/296,2-7=-648/118 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45f1;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-10-12 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)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)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=142,9=277. o WARNING-Wordy Melyn peremefere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Mt I Design valid for use only with MITe4R9 connectors.this design Is based only upon paraineters shown.and Is for an IndMdual buIding component.not a truss system.Before use-the briding designer must verity the applicability of design Parameters and plotreify i tcorp rate tats design Into the overall MtTek' building design. Bracing Indicated Is to prevent budding of Indlvkival trusss web and/or chord members b�>n For Additti Additional ordy permanent bracing Is always required for std lIty and to prevent collapse with possible personalrdreye EastBlvd. fabrication.storage.delivery,erection and bracing of hisses and truss systems,seeANSI/TPI l Quality Criteria.DSB-89 and SCSI Bulking Component Ta6904mpa. P.Parke 33610 Safely Institute, Information avdtabte from Truss Plate 218 N.Lee Street Suite 312.Alexandria.VA 92314. - _ ___. F__ Job Truss Truss Type i, Qty . Ply Spec /West Indies-C Mod TI 1265967 DO1 Half Hip Girder 1 1 J170313 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 S Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:49 2017 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-7XIW Ht1 p8xykKFgsfAzopW pOnPjJS9Mis_sP827ANYW 7-0-0 3.0-0 1 I 3-0-0 4-0.0 Scale=1:19.7 4x7= Special NAILED 1.5x4 II 5.00 F1T 2 7 3 gm...1.11.11.1111.11.11.11111 111 34 1 iiiiimmiii ::,.': ►= 8 5 9 NAILED 4 _ 3x4= 6 NAILED 3x4= 1.5x4 I I Special I 300 -0-0 4-� I 3-0-0 Plate Offsets(X,Y)-- 12:0-5-0,0-2-01 — _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 4-5 >999 240 MT2O 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22Vert(TL) -0.02 4-5 >999 180 BOLL 0.0 ' Rep Stress lncr NO WB 0.12 Horz(TL) -0.00 4 rVa rUa i Weight 40 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=352/0-5-8,4=342/Mechanical Max Horz 6=118(LC 5) Max Uplift 6=-208(LC 8),4=-248(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-345/239,1-6=-326/210 BOT CHORD 4-5=-260/302 WEBS 2-4=-359/278,1-5=-217/321 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=4.2psf;BCDL=3.Ops1;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=208,4=248. 8)"NAILED"indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)72 lb down and 166 lb up at 3-0-0 on top chord,and 97 lb down and 105 lb up at 3-2-2 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 1 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-6=-20 Cantinired an nacre 2 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev.10/93/2015 BEFORE USE. n Design valid for use only with MIiekRc connectors.this design is bossed only upon parameters shown,and Is for an Individual building component,not kilo the overall I ba hrrss system.dBefore use,thei !slicing designer buck verify the i ideal tans esignand/parameter rs only. ditto this design bracingMiTek" txrNdinO design. Bracing indicated is to event buckling of individual truss web and/or chord members only.Additional temporary and permanent Is always required for stability and to prevent collapse wtth possible personal him and property damage. For general guidance regarding the Blvd.s Perks Eat fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WP11 Quality Criteria,DSB-89 and SCSI Building Component 6904— - Tampa.04 East Safety Information avalable from Buss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Job Truss Truss Type Oty, Ply Spec /West Indies-C Mod T11265967 J170313 001 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:49 2017 Page 2 ID:3cRVrn9hnna4ox8O7V8?aidyB2cv-7XIWHflp8xykKFgsfAzopWpOnPJJS9Mis sP82zANYW LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-18(F)5=-85(P)7=-18(F)8=-66(F)9.-12(F) • IM 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ai-7473 rev.10/03/2015 BEFORE USE Design valid for use only vNii Milekl connectors.Ihls design a based only upon parameters shown,and is for an Individual bolding component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always requited for stability and to prevent collapse with possible personal rotary and properly damage. For general guidance regarding the e East Blvd fabrication.storage.delivery erection and bracing of trusses and truss systems.soeANSI/1PI1 Qualify Crlterla,DSB-89 and SCSI Balding Park ng Component 6904 P. k East 0 Safety Information available from TrussRale ate Institute.218 N.Lee Street.Salle 312,Alexandria.VA 22314. _ _ _ Job Truss Truss Type Oty. Ply Spec /West Indies-C Mod 711265968 J170313 002 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:50 2017 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cvbjsvU?2RvE4byOF2CtV 1 MkMYjo2xBdZs4ecygUzANYV 5-0-0I 7-0-0 I 5-0-0 2-0-0 Scale=1:23.4 4x7= 1.5x4 I 2 3 5.00 Fir B .40400 11111 3x4 1--- 7 dI 1 iiiiiiim...._ , 1,1101......_ .. .. .,. IM 5 4 6 3x5= 3x4= 1.5x4 II 7-0-0 5-0-0 0-0 I 2-0-0 I Plate Offsets(X,Y)-- 12:0-5-0,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 4 n/a n/a • BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:44 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=248/0-5-8,4=248/Mechanical Max Horz 6=159(LC 9) Max Uplift 6=-83(LC 12),4=-128(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 5-6=-283/206 WEBS 2-4=-257/250 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psi;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-0-0,Exterior(2)5-0-0 to 6-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 4=128. 1 A WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.1(W3/1015 BEFORE USE. Design valid(or use only with MIIek49 connectors.this design Is based only upon parameters shown,arid is for an individual landing component, Bethnt,notr a truss system.Before use,the building designer must verify the applicability ity of design parameters andproperly incorporate this design all building design. Ihacing Indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent txackng MiTek* Is always requked for stability and to prevent collapse with passible personal kntury and property damage. For general guidance regarding ttx> e EBBlvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPt I Quality Criteria,DSB-89 and SCSI Building Component 690469 P.ParkParke FEast East Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. _:- _.__ .__ Job Truss ITruss Type , Qty, Ply Spec /West Indies-C Mod T112659691 J170313 E01 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:50 2017 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-bjsvU?2RvE4byOF2CtV 1 MkMajo4CBW is4ecygUzANYV 4-8-0 10-2-8 10r�0 I .1-6-1 I 5.6-8 0-T-8 1-6-1 4-8-0 2x4 I Scale=1:35.1 5.00 12 9 1 8 16 a a 7 6 4 P 2x4 II a I...;. ;.:........................;. O 2x4 I 17 1 to 3x5 I 15 14 13 12 11 10 2x4 4-8-0 10-2-8 4-8-0 5-6-8 Plate Offsets(X,Y)-- [1:0-2-8,0-1-101 LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 i Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.00 10 Na n/a Weight:68 lb FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-SH LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-5:2x6 SP No.2 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.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 1-6-8 Installation guide. REACTIONS. All bearings 10-4-0. (Ib)- Max Horz 1=260(LC 11) Max Uplift All uplift 100 lb or less at joint(s)10,1,11,12,14,13 except 15=-108(LC 12) Max Gray All reactions 250 lb or less at joint(s)10,1,11,12,14,15,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-277/178,1-3=-565/316,3-4=-429/256,4-5=-390/240 WEBS 8-11=-129/256,3-15=-173/296 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 10-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIfTPI 1. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,1,11,12,14, 13 except(jt=lb)15=108. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1010312015 BEFORE USE. tat f Design valid for use only with MI1ek2D connectors.Ibis design Is[used only upon pxxdxneters shown.and is for an Individual building component.not a truss system.Baler=use,the br4dkq designer must verity the 01,t4k:a1:AIN of deskrn Fxiameters and properly Incorporate this design into the overallMTek, building design. Bracing indicated Is to prevent budding of individual truss web ary i/dr chord members only.Additional temporpermanent ay and gra ing i i is always required for stability and to prevent collapse with possible personal Inkdy and property damage. for general gsidarce regarding the a fabrication, storage,delivery.erection and bracing of trusses and truss systems.seeANSt/TPI l Qualify Criteria,DSB-89 and BCSI Building Component 69046 P.ParFLke Ee East st Blvd. Il Safety information available horn Truss Plate InstMe.218 N.Lee Street,Suite 312.Alexandria.VA 22314. -- Job Truss Truss Type . Qty. Ply Spec /West Indies-C Mod TI 1265970 J170313 E02 Monopitch 9 1 Job Reference(optional Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:25:51 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-3wQHiL34gYCSaYgEmaOGunakrCOKw15?J ILVCxzANYU 5.2-010-4.0 I 5-2.0 5-2-0 2x4 II Scale=1:35.1 3 LI 5.00 FIT 9 3x4 2 N B 2 3x5 1 8 0. =� Tm C') G� 6 5 4 1.5x4 II 3x4- 3x5 0-4-0 I 5-2-0 I 12-0 I 5-2-0 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.04 6-7 >999 180 BCLL 0.0 • Rep Stress Inca YES WB 0.23I Horz(TL) 0.01 5 Na Na Weight:62 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, CHORD 2x4 SP No.2 except end verticals. 1 BOT WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=367/0-5-8,5=372/Mechanical Max Horz 7=266(LC 11) Max Uplift 7=-120(LC 12),5=-144(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-392/204,1-7=-321/227 BOT CHORD 6-7=-419/355,5-6=-325/404 WEBS 2-5=-381/285,1-6=-98/292 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCOL=4.2psh BCDL=3.0pst;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=1b) 7=120,5=144. AWARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10w3rz018 BEFORE USE. Design valid for use only with Mitekn connectors.ibis design is t,ased only upon parameters shown.and is for an individual bolding component,not a Buss system.Before use,IN,t,tik9ag doskarir must verify nae(rppricabilly 01 design parameters and properly incorporate this design into the overall IAN MiTek* � building design. Brachg indicated is to prevent truckling of individual truss web and/or�c�m embers only. Additional temporary aid permanent bracing is always required for stability and to prevent collapse with possible personal injury and for general guidance regarding the East Blvd.kiaicatkra.storage,delNery,erection and bracing of trusses and truss systems.seeANSVIP6904 I1 Quality Criteria,OS8-89 and SCSI Building Component 6T904 P.Parke 33610 Salley Information available horn truss Plate institute,218 N.Lee Street.Suite 312,Adexandda,VA 22314. __- --_ _ __- r Job 1Truss Truss Type . Qty, Ply Spec /West Indies-C Mod Ti 1265971 J170313Monopitch Supported Gable 1 1 1001 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:11 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-TmdruAJczhjczdL4xnNyi9jErGH9c7AxvPBZvmzANYA 7-8-0 I• 7.8-0 Scale=1:14.4 2x4 II 4 3.00112 2x4 II 3 Pi 8 2 1 gill — —_ -ce —0---- = 1 7 6 5 3x4% 6x6— 1.5x4 1.5x4 I 7-9-8 I 7-9-8 Plate Offsets(X,Y)-- 17:2-4-0,0-1-12) LOADING (psf) SPACING- 2-0-0 L CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) rVa - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 ` Rep Stress lncr YES ' WB 0.03 Horz(TL) 0.00 5 n/a n/a Weight:31 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 Matrix-P LUMBER- BRACING- TOP CHORD 2x6 SP No.2 .TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 , MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. All bearings 7-9-8. (Ib)- Max Horz 1=54(LC 9) Max Uplift All uplift 100 lb or less at joint(s)1,5,6,7 Max Gray All reactions 250 lb or less at joint(s)1,5,6,7 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)1-5-5 to 4-5-5,Exterior(2)4-5-5 to 7-6-4 zone;cantilever left • and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 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 100 lb uplift at joint(s)1,5,6,7. • pat (A WARNING-Verily design parameters and READ NOTES ON TMS AND INCLUDED WEB REFERANCE PAGE M&7473 rev.10/03/1015 BEFORE USE. Design vdl d for use only with Milelr2a connectors.Ids design Is based only upon parameters shown.and is rot an Individual building component.not a hum system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent txac lnct MiTek' 1 Is always required for stability and to prevent collapse with possible personal hMy and property damage. For general gukdan:e regarding ter: 6904 Parke East Blvd. l fabrlcatkrr,storage,delivery.election and bracing of trusses and truss systems.seeANSI/FP11 Quality Criteria,DSB-89 and BCSI Building Component Tampa.04 East Safely Information avalable from Buss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. I m. Job Truss Truss Type Oty• Ply Spec /West Indies-C Mod T11265972 J170313 G02 Monopitch 8 1 110 s Job Reference(optional) Manning Building Supplies, Jaksonville,FL L— Apr8. 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:12 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-yyBD6WJFk?rTbnwHVVuBFNGDrngVRLav583x7SDzANY9 7-8-0 I I 7-8-0 Scale=1:16.6 1.5x4 II 3 3.00 r12 1 maiiii is 10 3x4 2 1 dr .■ M d 1 5 4 3x8 t1 1.5x4 II 7-9-8 I I 7-9-8 Plate Offsets(X,Y)-- (1:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.14 5-8 >631 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.38 5-8 >241 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 1 ria n/a Weight:31 lb FT=20% BCDL 10.0 Code FBC2014JTPI2007 Matrix-MP LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • SLIDER Left 2x4 SP No.2 3-0-0 MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=278/0-3-8,5=284/Mechanical Max Horz 1=77(LC 11) Max Uplift 1=-61(LC 8),5=-68(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-564/60 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;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 7-6-4 zone;cantilever left I and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. i 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. aWARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek)connectors.lrris design is based only upon parameters shown,arid is for an individual balding component.not a truss system.Before use,the building designer must verity the arpticatilly of design parameters and property Incorporate this design into the overall MiTek' braiding design, Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary ry and permanent bracing Is always required for stability and to prevent collapse with possLIe personal Injury and properly damage. For general grldcnce regarding the EastBlvd. fabrication,storage.delivery,erection and bracing of trusses and truss ss systems.seeANSt/TPIt Gully 6904 Parke Criteria,DSB-89 and SCSI Butleting Component Tampa.04 E3s Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job ( 2 1 Truss Truss Type Oty. Ply Spec /West Indies-C Mod T11265973 J170313 • G03 Monopitch Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:12 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-yyBD6WJFk?rTbnwHVVuBFNGIpgW ELXc583x7SDzANY9 4-8-0 9-4-0 4-8-0 I 4.8-0 1.5x4 I Scale=1:19.8 4 3.00 FIT 11 1.5x4 3 3x4- io- 2 re t0 1 1p c 1-- �J -w 96 to 6 3x6= 5 3x8 11 9-5-8 I 9-5-8 Plate Offsets(X,Y)-- 11:0-3.8,Edgel — —. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.11 6-9 >978 240 T20TCDL 7.0 1 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.28 6-9 >389 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 1 n/a n/a Weight:44 lb FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH - LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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.2 SLIDER Left 2x4 SP No.2 3-0-0 MiTek recommends that Stabilizers and required cross bracing , be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=340/0.3-8,6=345/Mechanical Max Horz 1=92(LC 11) Max Uplift 1=-74(LC 8),6=-83(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-791/214 BOT CHORD 1-6=-263/537 WEBS 3-6=-512/239 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2ps1;BCDL=3.0psf;h=25f1;B=45ft;L=24ft;eave=4lt;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10W31201S BEFORE USE. iiiit component,not Design velem. use fo a with buildingMiledconndesigner must vitils edty the appiicabIIN of design parameters andgn is based only upon rxsameters shown, rd Is for an property incorporate this l design intothe overall a truss g em.Before use,theiacedIs designerMiTek' lxMdiny design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal InUy and property dcanage. For general guidance regarding the Blvd.s Eat fabrication.storage,delivery,erection and bracing of trusses and tr ss systems.seeANSI/WP11 Quality Criteria.DS8.89 and SCSI Building Component 690469 P.Parke East Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty . Ply Spec /West Indies-C Mod Ti 1265974 J170313 H01 Roof Special Structural Gable 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:13 2017 Page 1 I0:3cRVn9hnna4ox807V8?aidyB2cv-Q8IbJsKtVJzKDxVT3CPQnapX64gB4 hENjgg fzANY8 I_ 4-31 _ I 8-3-0 11-11-9 I 13-10-8 I 15-10.8 tg2r317no-8 i 19-10-8 I 21-108 I 43-4 311- 12 3.6.9 1-10-15 2-0-0 03-11 1-8-5 2-0-0 240 Scale=1:50.4 5x5= 3 22 44 10.0012 4 6x6 3.001_12 1.5x4 I' 21 2x4 II 1 25 3x4¢ �C 6 2x4 11 20 7 23 2x4 II 8 2x4 11 21 9 3x5�i 19 1 ts 1 rc 3x6 II a N f1 IS 18 17 24 25 16 15 111 ••••1.5x4 1•••••••1.5x4••1 1.5x4 1.5x4 11 5x8= 3x8= 1.5x4 11 14 13 12 11 10 1.5x4 II 16-2-3 4-34 10-9-7 111- 11-910-310 13 .10-8 15-10-8161 17-10-8 , 19-10-8 I 21-10-8 I • I 13-464-3 1-2. 2 1-10-15 ' 2-0-0 1.8.5 ' 2-00 2-0-0 0-1-Il Plate Offsets(X,Y)-- 14:0-3-0,0-0-121,117:0-2-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.12 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -025 16-17 >779 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 13 ala IVa ' BCDL 10.0 Code FBC2014/TP12007 I Matrix-MSH Weight:147 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 4-9:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing, Except: WEBS 2x4 SP No.2 10-0-0 oc bracing:17-18,16-17. JOINTS 1 Brace at Jt(s):19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. , REACTIONS. All bearings 5-10-0 except(jt=length)18=0-5-8,13=0-3.8. (Ib)- Max Horz 18=150(LC 11) Max Uplift All uplift 100 lb or less at joint(s)10,11,12 except 18=-115(LC 12), 13=-145(LC 12) Max Gray All reactions 250 lb or less at joint(s)10,11,12 except 18=580(LC 1), 13=760(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-664/177,2-3=-721/328,3.4=-640/303,4-5=-454/157,5.6=-454/153 • BOT CHORD 16-17=-51/357 WEBS 3-16=-162/360,3-17=-178/447,1-17=-79/500,2-17=-297/211,1-18=-559/162, 4-16=-4241240,6-14=-627/179,16-19=-109/606,6-19=-115/615 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=4.2psf;BCDL=3.Opsf;h=25tt;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 8-3-0,Exterior(2)8-3-0 • to 11-3-0,Interior(1)11-11-9 to 21-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. 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.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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,11,12 except (jt=lb)18=115,13=145. A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.I0I0312016 BEFORE USE. lilt Design valid la use only with MllekS connectors.This design Is based only upon parameters shown.and is for an IndMd dal building component.not a truss system.Before use,the bulldog designer must verily the applicability of design parameters and properly incorporate Ibis design into the overall biding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addltkonal temporary and permanent txcx:irrg MiTek, Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding Ise East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Tampa.ParkeFt33610as Safety Information avtllable from bras Plate Institute.218 N.Lee Street,Suite 312.Alexandra.VA 22314. Job Truss Truss Type . Oty. Ply Spec /West Indies-C Mod I: 711265975' 1J170313 H02 Roof Special 7 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:14 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-uLJzXCLVGc5Bg54fcwwiKoLfkUBPpPFOcNOD W SzANY7 4-3-4 10.9-7 16-2-3 21-10-8 I 4-3-4 I 6-6-3 5.4.13 5.8-5 Scale=1:46.5 5x5= 3 AA13 : 4x4 3.0012 10.00112 1.5x4 II 3x4 3x 2 14 1-1- 12 6 3x5 0 ,i 0 1 N IF:it 10 15 16 9 8 1.5x4 I 11 1.5x4 II 5x8= 4x10= 3x4- 4.3.4 5-6-7 10-9-7 16-2-3 I 21.10.8 4-3-4 ' 1-3-3 i 5.2.15 5.4.13 5-8-5 Plate Offsets(X,Y)-- 110:0-4-0,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 I Vert(TL) -0.19 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES 1 WB 0.33 Horz(TL) 0.02 7 rlla ilia BCDL 10_0 I Code FBC2014/TPI2007 I Matrix-MSH Weight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. I REACTIONS. (lb/size) 11=799/0-5-8,7=799/0-5-8 Max Horz 11=163(LC 11) Max Uplift 11=-155(LC 12),7=157(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-951/238,2-3=-966/393,3-4=-1128/405,4-5=-891/262,5-6=-932/251, 1-11=-769/207,6-7=-745/236 BOT CHORD 9-10=-144/566,8-9.251/874 WEBS 4-9=-667/272,5-8=-293/138,6-8=-237/932,3-9=-280/882,3-10=-182/388, 1-10=-75/624,2-10=-292/210 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4f1;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 8-3-0,Exterior(2)8-3-0 to 10-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s)except(jt=lb) 11=155,7=157. r. r 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE A41-7473 rev.1583/2015 BEFORE USE. la . Design valid for use only with Weld)connectors.this design is eased only upon parameters shown,and Is for an kxdlvlduat LxtNding component,not a truss system.Before use,the hulking designer must verity the<tppllcatllty of design puraneters and pof.xedy lnc',rpxrote Ihfs design Into the overall building design. Bracing Indicated Is to prevent budding of IrrdMdu al truss web and/rx chord members only. Additional temporary and permanent bracing ! MiTek" Is always required for stability and to prevent collapse with possible personal hltxy and properly damage. for general guidance rogueing the fabrtcatko,storage,delivery,erection and bracing of trusses and truss systems,soeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaliable from truss Plate Irutttute.218 N.Lee Street,Suite 312,Alexandria-VA 22314. ---_ Tampa,FL 33610 Job Truss I Truss Type t. Qty. Ply II Spec I West Indies-C Mod TI 1265976 J170313 H03 Root Special 7 1 1 ll Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:15 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-MXtLkYM70wD2SEtrAdRut?ugntXgYgQXq 19n2YzANY6 4-3-4 8-3-0 10-9-7 16-0-11 16,2.3 21-7-8 I I 4-3.4 3-11-12 2-6-7 5.3.5 0-1-8 5-5-5 Scale=1:46.3 5x5= 3 • 4 4x4= 3.00 10.00 FIT 1.5x4 I 13 1e 3x4 5 2 ,w 14 3x4 T. • , 1P 8 3x5 xi ro 1(e IEN cv n o 1.1••• n C i� 10:211 15 16 9 8 1.5x4 !1 7 11 1.5x4 1! 10 5x8= 4x10= 3x4 I 4-3-4 10-9-7 I 16-0-11 161t23 21-7-8 1 4-3-4 6-6-3 5-3-5 0-1-8 5-5-5 Plate Offsets(X,Y)-- 110:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. ' DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.19 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.02 7 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:140 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. MITek recommends that Stabilizers and required cross bracing j be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=789/0-5-8,7=789/Mechanical Max Horz 11=233(LC 11) Max Uplift 11=-282(LC 12),7=-285(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-939/373,2-3=-1038/582,3.4=-1105/610,4-5=-871/401,5.6=-889/383, 1-11=-760/327,6-7=-739/363 BOT CHORD 10-11=-222/323,9-10=-231/578,8-9=-384/834 WEBS 5-8=-307/206,4-9=-659/408,3-9=-431/867,6-8=-375/905,3-10=-267/473, 1-10=-140/620,2-10=-373/296 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=lolmph;TCDL=4.2psf;BCDL=3.0psl;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-3-0,Exterior(2)8-3.0 to 10-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=282,7=285. a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 ray.,0/92/1016 BEFORE USE mit Design valid la use only with Mllelr¢8 connectors.This design Is based only won rxxcmeters shown,and Is kr an irklIvidual building component,not a truss system.Before use,the bulldog designer must verify the ravilc ability of design rxrramete,s and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndivkrual truss web and/or 0100 members only. A I iitlonoi temporary and permanent bracing MiTek' is always required for stabltiy and to prevent collapse with Ix>ssbte personal Injury and property damage. For general guidance regarding the n e East Blvd. tatxk:atbn,storage,delivery,erection and bracing of trusses and tr ss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Tampa.6904 Parke East 0 Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312,Nexarxlria-VA 22314. Job 'Truss Truss Type , Qty. Ply Spec /West Indies-C Mod T11265977 'J170313 J01 Corner Jack 2 1 1 Job Reference(optional) - Manning Building Supplies, Jaksonville,FL 8.110 5 Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:16 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-qj RkxuMlnEMv40E2kKy7PDR4cHzf HOvh3hvKb_zANYS 1-0-0 1-0-0 5.00R2 Scale=1:12.7 2 1.5x 11 4 '� 1 V . I. III N II °A 4 3 1.5x4 I 1.0.0 I 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR j Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer 1 Installation•uide. REACTIONS. (Ib/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=55(LC 12) Max Uplift 4=-21(LC 10),2=-38(LC 12),3.28(LC 12) Max Gray 4=44(LC 12),2=30(LC 17),3=31(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 lit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. A WARNING-Vwlly design paramotors and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE MI7473 rev.1003/2015 BEFORE USE. mit Design valid for use only with MUTek42connectors.this design is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the biding designer must verity the applIcablity of design parameters and properly incorporate this design Into lite overall biding design. Bracing Indicated Is to prevent buckling of individual toss web and/or chord members only.Additional Ieml.xray and permanent[racing MiTek' is always required for stability and to prevent collgrse with possble personal Inky/and properly damage. for general guidance regarding the fabrication.storage,delivery,erection arid bracing of trusses and truss systems.seeANS1/1PI1 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallaMe from truss Plate Institute,218 N.Lee Street,Smite 312,Alexandria.VA 22314. Tarrpe.FL 33610 Job Truss Truss Type l Oty. Ply Spec /West Indies-C Mod , 111265978 Jack-Open 2 1 J02 J170313 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:17 2017 Page 1 Manning Building Supplies, Jaksonville,FL I D:3cRVn9hnna4ox807V8?aidy B2cv-Iw?69ENNYXUmhYpEl2UMyOzDBh HpOr8g1 Leu7OzANY4 3-0-0 { 3-0-0 Scale=1:16.8 5.00 riT 2 1.5x4 II _ N IN N 1 _. 3 4 3x4 0 3-0.0 i 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR • I Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=103/0-5-8,2=72/Mechanical,3=32/Mechanical Max Horz 4=89(LC 12) Max Uplift 4=-4(LC 8),2=-65(LC 12),3=-13(LC 12) Max Gray 4=103(LC 1),2=72(LC 1),3=53(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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/3/2016 BEFORE USE. pg. Design valid for use only with Milekfa connectors.This design Is based only upon parameters shown.and is for an ixlIvkrxi building component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly hcorporate this design Into the overall bullring design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary<nd permanent bracing MiTek' Is always regrired for stability and to prevent collapse with possible personal Inluy and properly damage. For general guidance regarding the ParkEast Blvd. ns fabrication,storage,delivery,erection and bracing of trusses and truss systems,soeANSI/IP11 Quality CriterIa,DSS-89 and SCSI Building Component 690469 P.rk 33610 Safely Information available IroTrus Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. f— i Job !Truss Truss Type r Oty, Ply Spec /West Indies-C Mod 1J170313 T11265979 IJ03 Jack-Open 6 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL ____I8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:17 2017 Page 1 I D:3cRVn9hnna4ox80N8?aidy82cv-Iw?69ENNYXUmhYpEl2UMyt]z40hBe0r8glLeu70zANY4 7-0-0 I 7-0-0 Scale=1:26.0 2 1 - 5.00112 12 - 6 5 N 2x5 11 0 04 1 u 11 R ail ►, 3 4 5x10 MT2OHS I 7.0.0 I 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.15 3-4 >545 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.28 3-4 >291 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.18 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:231b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3.13 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=251/0-5-8,2=171/Mechanical,3=80/Mechanical Max Horz 4=157(LC 12) Max Uplift 4=-41(LC 12),2=-131(LC 12),3=-9(LC 12) Max Gray 4=251(LC 1),2=171(LC 1),3=128(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=24ft;eave=4f1;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates 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. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3 except(jt=lb) 2=131. A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. ill Design valid for use only with Milek&connectors.This design Is Lased only upon parameters shown.and is for an kdividual building component,not a truss system.Before use,the bulking designer nrust verify the applicability of design txrrametors and properly incorporate Ihls design Into the overall bulking design. Bracing Indicated Is to prevent budding of Individual truss wet)and/a chord members only. Additional temporary and permanent bracing Milek• Is always required for stability and to prevent collapse with possible personal!Wry and properly damage. for general guidance regarding the Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/Wall Quality Criteria,DSB-89 and SCSI Building Component 690469 P.rk East Safety Information available from Truss Plate Institute,218 N.Lee Street. d Suite 312.Aiexada,VA 22314. Job i Truss Truss Type c 'Qty. Ply Spec /West Indies-C Mod T11265980 J170313 J04 Jack-Partial Girder 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:18 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidy82cv-m6YUMa00JrccJi0Qrl?bUeW Rm5d0119zW?ORftzANY3 1-11-9 3-11-3 I1-11-9 1.11-9 Scale=1:16.2 3.54 FIT 3 1 , 3x4 NAILED 2 7 1.5x4 i1 I. i -. WIN 1 LI 0 .a ME 1 n 1 8 5 4 NAILED 3x4= 6 3x4= 0. -6 3-11-3 I 0-0-6 3-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 " 1 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 3 Na n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing !I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=43/Mechanical,4=95/Mechanical,6.138/0-7-0 Max Horz 6=86(LC 8) Max Uplift 3=-31(LC 21),4=-61(LC 8),6=-51(LC 4) Max Gray 3=43(LC 1),4=101(LC 25),6=143(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=45f1;L=24tt;eave=4tt;Cat. II;Exp C;Encl.,GCpi.0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,6. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-54,4-6=-20 Concentrated Loads(ib) Vert:8=-1(B) t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER*REFERANCE PAGE M1-7473 rev.lON3/2015 BEFORE USE. ' Design valid for use only with Miteki9 connectors.This design Is based only urxxr purarneters shown.and Is tor on Individual building component,not a truss system.Before use,the txildIng designer must verify the applicability of design parameters and pro'eily incorporate rate this design Into the overall MiTek" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional Minix-nary apermanent bracing Is always required for stability and to prevent collapse with possible personal hkiy and property damage. I or general gukkince tegading the 6904 Pee East Blvd. fabrication,storage,storage,delivery,erectionand bracing of trusses and truss systems,sreeANSI/TPI I Quality Criteria.DSB-89 and SParke CSI Building Component Tampa,rk East Safety Information available from Truss Plate Institute.218 N.Lee Street,Sulto 312.Alexandria.VA 22314. 'Job Truss Truss Type e , Oty. Ply Spec /West Indies-C Mod 111265981 J170313 J05 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:19 2017 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-E16savPe49kTxszdPTWg1 r3bRVzBUlO7if7_CJzANY2 2-1-1I 4-2-3 2-1-1 2-1-1 Scale=1:16.6 3.54 FIT 3 i 3x4---- NAILED NAILED 2 7 1.5x4 II 7 0 1 •• I I I 1 B 5 4 NAILED 3x4= *larr- 6 3x4= 0- 6 4-2-3 I 046 4-1.12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puflins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=46/Mechanical,4.101/Mechanical,6=147/0-7-0 Max Horz 6.89(LC 8) • Max Uplift 3=-34(LC 21),4=-62(LC 8),6=-54(LC 4) Max Gray 3=46(LC 1),4=106(LC 25),6=151(LC 27) 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45f1;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,6. 6)'NAILED"Indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(pif) Vert:1-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:8=-1(F) A WARNING-Welty dadyn paramatsrs and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M0.7473 rev.10'01201S BEFORE USE. ilit I Design valid for use only with Milei h connectors.This design is based only upon parameters shown-and Is for an hdividud bulding component.not ! a truss system.Before use,the building designer must verify the applicability of design parameters and properly hcorporato this design Into the overall MiTek* i building design. & indicatedachg indicated k to prevent truckling of individual h truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with posslAs personal hlury and property damage. For general guidance regarding the East BNd. kYxlcafkrn,storage,delivery,erection and brocWrg of trusses and truss systems.soeANSI/JPI1 Quality Criteria,DS8.89 and SCSI Building Component 6904 Tampa.Parke East 0 Satey us Information available from Truss Plate Institute.218 N.lee Street.Suite 312.Alexandria.VA22314. .-__ ____ I Job Truss Truss Type < 1 'Oty. Ply Spec/West Indies-C Mod T11265982 J170313 KO1 COMMON SUPPORTED GAB 2 1 L Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:20 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-jVgEnF PGrSsKYOXpzA13a3bmUuLU DAnG_JtYkIzANY1 8-3-0 16-6-0 I 8-3-0 8-3-0 Scale=1:42.1 5x5.7-- 5 5 /1 2x4 II2x4 11 4 6 10.00 j 12 2x4 II , 72.4 I ii: 2x4 11 2x4 8 2 1 'i 9 N w Y Y . aO 3x4 16 15 14 13 12 11 10 3x4'- 1.5x4 H I 1.5x4 I I 1.5x4 I 1.5x4 I I 1.5x4 I I 1.5x4 I I 1.5x4 H 16-6-0 I 16-6-0 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.07 Horz(TL) 0.00 9 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-SH 1 Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-6-0. (Ib)- Max Horz 1=-137(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,14,15,16,12,11,10,9 Max Gray All reactions 250 lb or less at joint(s)1,13,14,15,16,12,11,10,9 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=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24tt;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-6-0 to 3-6-0,Exterior(2)3-6-0 to 8-3-0,Comer(3)8-3-0 to 11-3-0 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,14,15,16,12, 11,10,9. I { A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/0312015 BEFORE USE. la. Design valid for use only with MITek1f connectors.This design Is bused only upon parameters shown.and Is for an Individual balding component.not a truss system.Before use,the building designer must verity the appllcablity 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 tracing MiTek' Is always required tor stability and to prevent collapse with possible personal Inky and property damage. For general gukiance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVTPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 --. - - c a PlySpec /West Indies-C Mod Job Truss Truss Type 1 tY' T11265983!I J170313 IL01 1Monopitch 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries_,Inc. Fri Jun 2 08:26:21 2017 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-BhEd?bQucm_BA96?XuY16G8xrlg2yedQDzc5GBzANY0 12-8-8 I I 12-8-8 Scale=1:21.2 2x4 1 6 2x4 I I 5 3.00112 — 2x4 11 12 _ 4 2x4 11 _ 3 2x4 11 _ 2 t _• 11 to 9 e 7 3x4 1.5x4 I 1.5x4 I 1.5x4 1.5x4 1.554 I LOADING (psf) ( SPACING- 2-0-0 CSI. DEFL. in (too) 1/defl Ud 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 7 n/a n/a , BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-8-8. (Ib)- Max Horz 1=98(LC 9) Max Uplift All uplift 100 lb or less at joint(s)7,1,8,9,10,11 Max Gray All reactions 250 lb or less at joint(s)7,1,8,9,10,11 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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=2411;eave=2tt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)1-5-5 to 4-8-8,Exterior(2)4-8-8 to 12-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. • 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,1,8,9,10,11. • 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MM-7473 rw.10N32015 BEFORE USE. NI �valid for use only with MITek3)connectors.Ibis deskan is b ased only urxxs rxarametors shown,and Is for an individual beldkig component,not a from system.Before use,the b ilding designer must verify the gallicabliry of design rxeameters and properly incorporoto ib s design into the overall I building design. Bracing indicated Is to prevent txrcklIng of Individual truss web axed/or chord members only. Additional temporary and permanent bracing MiTek' I Is always required los stdallty and to prevent collapse with possible personal Yyury and properly damage. For general guidance regarding the 6904 Parka East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSf/TPl1 Quality CrIten c.DSB-89 and SCSI Building Component Tampa.FL 33610 LSafety Information avdable from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexcxxala.VA 27314. Job Truss Truss Type < i rty. Ply Spec /West Indies-C Mod 711265984 J170313 L02 Monopitch 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:21 2017 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-BhEd?bOucm_BA96?XUYI6G8rcl bLyW i0Dzc5GBzANYO 6.4-412.8-8 I 6-4.4 6-4-4 Scale=1:25.0 354= 4x7= 4 _....------- 3.00[1-2 x4---:- 3 3 0 10111 ._ d 3x4 m 2 t� ri 12 1 0 > 6 5 3x5 I 1.5x4 II 3x5= 6-4-4 12-8-8 I 6.4.4 I 6-4-4 Plate Offsets(X,Y)-- [1:0-2-0.0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.10 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.02 12 n/a rUa BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 3-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=465/0-5-8,12=443/Mechanical Max Horz 1=82(LC 8) Max Uplift 1=-94(LC 8),12=-118(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-832/193,5-7=-62/315,4-7=-62/315 BOT CHORD 1.6=-242/835,5.6=-242/835 WEBS NOTES- 3-6=0/251,3-5.807/244 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp 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 12-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=1b) 12=118. I v WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 141-7473 rev.1003120IS BEFORE USE. Design valid for use only with M lekS)connectors.This design k based only upon parameters shown,and is for an individual balding component,not a inns system.Before use,the building designer must verify the al)pllcablity or design parameters and properly Incorporate this design Into the overall balkMMiTek' Wiring design. Bracing indicated Is to prevent buckling of Inddual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regadkng the Parke East Blvd. fatxk:atkn,storage,delivery,erection and tracing of trusses and trussmand6904 systems.seeANSl/IPII Quality Criteria,DS8-89 BCSI Building Component 6904 P.rk 33610 1 Safety Information available from Teas Plate Institute.216 N.lea:Street.Suite 312.Alexandria,VA 22314. I • Job Truss Truss Type k < 0Otyp Ply Spec /West Indies-C Mod T11265985I J170313 MO1 I Flat Girder 1 1 _ 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 S Apr 13 2017 MiTek Industries,Inc. Fri Jun 2 08:26:23 2017 Page 1 I D:3c RV n9hnna4ox807V8?aidy B2cv-74M NOH S88N EvOTGOeJam BhD D46D20 PgigH 5C L4zANY_ 2-10-0 5.8.0 7-8-0 10-6-0 13-4-0 2-10-0 I 2-10-0 2-0-0 I 2-10-0 2-10.0 Scale=1:22.8 1.5x4 I 1.5x4 1 3x5= 457= 4x7= 2 3x5= 3 4 5 14 6 1 13 FEo • r I • . /1 •i •_ 11 . ,1- 15 16 1711 18 19 10— 20 9 6x6_ 21 22 8 6x6=23 24 HTU26 HTU26 6x6= HTU26 6x6_ HTU26 HTU26 HTU26 HTU26 7 12 HTU26 HTU26 4x101HTU26 HTU26 HTU26 HTU26 4x10 I 2.10.0I 5-8-0 7-8-0 { 10-6-0 13-4-0 i 2-10-0 2-10-0 2.0.0 2-10-0 2-10-0 Plate Offsets(X,Y)-- [7:Edge,0-3-81,[8:0-2-0,0-4.0],[9:0-3-0,0.3-12],[10:0-3-0,0-3-12],[11:0-2-0,0-4-0] LOADING (psf) SPACING- 2-0-0 I CSI. I DEFL. in (loc) Udefl Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.07 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.14 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.64 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MSH Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. REACTIONS. (lb/size) 12=4651/0-5-8,7=4242/0-5-8 Max Horz 12=-116(LC 4) Max Uplift 12_1734(LC 4),7=-1580(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-3958/1489,1-2=-4204/1565,2-3=-6062/2227,3-4=-6062/2227,4-5=-6062/2227, 5.6=-4076/1517,6-7=-3846/1447 BOT CHORD 10-11=-1617/4204,9-10=-2280/6062,8-9=-1533/4076 WEBS 1-11=-2085/5644,2-11=-18521771,2-10=-955/2543,6-8=-2023/5481,5-8=-1963/813, 5-9=-1021/2718 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=24f1;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=1734,7=1580. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11.10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 11-3.4 to connect truss(es)to front face of bottom chord. 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 0-11-12 from the left end to 11-8-4 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on map 2 A WARNING-Verify dealgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MIleke Connectors.this design Is tossed only upon paxurneters shown,and Is for an Indivkdual building component,riot a truss system.Before use,the building designer must verity the appllcabihN of design parameters and properly incorporate this design Into the overall txdiding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addiikrral temporary and permanent bracing MiTek" is always required for stability and to Ixevent collapse with possfole personal Injury and properly damage. for general guidance regarding the ParkEast Blvd. tatxk:aikxL storage,delivery,erection and bracing of trusses and Inns systems.sreoANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 690469 P-rk Eas10 Safety Inform:Men avdlabie from Taus Plate InM stle,218 N.lee Street.Suite 312-Alexandria.VA 22314. • - Truss Type k k Qty1 Ply Spec /W est Indies-C Mod Job Truss T11265985 i MO1 Flat Girder 1 J1703132 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.110 s Apr 13 2017 MITek Industries,Inc. Fri Jun 2 08:26:23 2017 Page 2 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-74MNQHS88N EvQTGOeJamBhD D46D2QPgigH5CL4zANY_ LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-54,7-12=-20 Concentrated Loads(Ib) Vert:9=-1193(F=-423,B=-769)10=-423(F)15=-771(B)16=423(F)17=-769(B)18=-423(F)19=-769(B)20=-769(B)21=423(F)22=-769(B)23=-423(F)24=-769(B) • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MF7473 rev.10103,2015 BEFORE USE. 111. Design valid for use only with MItekEi connectors.This design Is based only tit xxi parameters shown.and Is for an Individual building component not a truss system.Before use,the building designer must verity the appllcablily of design parameters and properly incorporate this design Into Die overall MiTek, landingIndicatedIsdesign. Bracing Is to prevent buckling oIndividuala Buss web and/or chord members only.Additional lempay and permanent tracing Is always required for stability and to prevent collapse with posstble personal Tri ury and properly damage. nor general guidance regarding the Parke EastBlvd.fabrication.storage.delivery,erection and a bracing of trusses d truss systems,seeANSt/IPI I Qualty Criteria,1:411-696904 -89 and BCSI Building Component E Safety Information available Born Buss Plate Institute.21814.Lee Street.Stile 312.Alexandria.VA 22314. Tama.P.Parke ' I • ' 0op yE w D n H c 111' 0 m M r74 3 �� Ti I. G1 D x N m0 O 2)** ■ W m OQ I l w 0ar 0 0000'0Z7 A - Ate: D O "' c g-0 Q 0 a D c 0 J O 3 Q Q_- Q�m 0 '' C7 �O a 'O O Cl) -m 7 3 7 y Z 7 m Z 00on 0Q K3 (�5 =°o-a 0 3-, II HI Qlo °; ° �� �Q-O - Oo �n r m �, Q m (0Q nQ p3 0Q�-.-O Q 6'C X 0 O moa' m � xc'< 7 w 0mmoo � Q .m n 7 � _, poor.) ��oQp 0 00 °-0 (j003_ N ONN -`C-_a D - cn3a O 6 = O o9.7 (D 0 O ] -07 Q w 0 tip0 fl " 36 - 3t.(D 0 a 0,0 C P =. o a, .Q m Q� Q7 ° �m � ((DD0000 (_, D`< O -0ocm Cr -0m7 N �7 62QQ.O Z c 2- N oo O n. I m p (� Q p LT. Z Q 7 m � m. 0 0 O D 0 (D O O -1 y �� QQQ.0 � oo � o _03 gaQ.-- 5 moi 3 QO5 D _ O v tioo � �g ° Qa�7 0-0. (I;4.,... oc� °c ° mem°-° p H. (Q m35 �~ Z -015 "' O C(Q Q 07 m -cA �_� 3 F Q Op 3ati- 7 D0p 0 "' "' nm c007 0 0 py-7m NO Hm mQ ox m 7 p 3o W< £ w O Q� mai 7K 5o -Q � .3 7 _ ; 7 m oo y 50 (D (000.-< (D 070 uioQ o x (Q C � 0c56Q. p3 dm �� < OQ 7 - �C 7 Q N 7 m m (n r- " -I m m Z 0 > TOP CHORD o CA m C C .moi W n ."G C2 mpa X. ADn. 3 ( (n (, 0O KO OZ w m 6p a N (n •O� m 0 WA I c 7 IN m C m ow nc 73�co C (0 7 ul I-' NDN m (nm p n m p A O o_ Nei O D A* ryi 0 °° I.m W- N 0 (n m W N N U oa m N (� �wI (Q NN D D v S N (V 3 ° O m `n � vmi mn_ av' 0 m m a a n Q v W O W m Z� O N o �• N IMO II NO CD CI m �� r ? D W = OH a1 " m O Q O m _D CD ? 3 m N m p £ 7 �V/1 C7 O �m N O m 0 N m Ocr -4 m 7 CA < Q co Z Zm o? .� V 0 a I D o 7 5 Q TO p7 4. _ _ p n 0ilL. w m I m m ? =0 ® 0 m< D m O� o OE 0 Cr ® n H 0 CD 05- TOP CHORD („ Q v_ m _ :p co v P U+ A W N T O :0 G, v P (T A W - - O Q Q A'O� -Rog y O 0 Qpo -O 0:>, D 12'p5t 5v 060 CC _� Sop n4-0 c Qoap Ooz s3£.� QQ 3 - Z$ 7 7(D 7� -0 S o O-O m 0 --. 0,„0 N Q O O--< A< O-.< <a) 86 . ona Oa<- 4.<_ o 2D (oma A o3 0m 30 £m d oro -- xco A.<o o Q a6 o ° oo PS 5� m OZ m� N 8a '< ' o°-o o omm 30 cot—Q 'a. CD N �Q C 6-£ -�m 0 0 A A -.A t0 O Qac 6„ U- 3•(x O 0 Had 3 A 0 x c A 8V j �� 0 - o- Azo Q.g (� Q Q O m° �(?° oc Q3m moa m� 0(u0 o CD O =3 �N� -Qo - - m�- oc - . 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Otherwise, said claim will be denied. LOADING CRITERIA — Roof Floor Approved truss anchor by builder. 2x4 Top Chord Live Load 20.00 40.00 p.s.f• minimum top and bottom chords. Top Chord Dead Load 7.00 10.00 p.s.f. Square cut overhangs. 12Bottom Chord Live Load 0.00 0.00 ' p.s.f. 3-5-8-10 Bottom Chord Dead Load 10.00 5.00 p.s.f._ Total Load 37 55 p.s.f. VARIES Duration Factor 1.25 1.00 Building Code FBC 2014 RES BRG. 12 a Wind Standard ASCE 7-10 BRG. O • VII"BY OTHERS Wind Speed 130 m.p.h. g��--\_ U RES. CAT Unless note. Wind Usage otherwise. U_i Building Exposure B Typical Truss Ends 0 Building Type NOTE Closed LiL ! _— — — 0 It is the responsibility of the building designer or architect to 12 812" provide an appropriate connection for trusses to supporting 18'8' 5'412 .i { structure per reactions shown on truss engineering.Special { considerations for mechanical equipment and/or plumbing(and their connections)in truss space must be diagrammed by the ' 1-',}4-' builder an approved truss layout prior to fabricaton. ' 1 E b ;,_.�. ;:,r I Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 N - (sections 6.0 and 7.0).Accordingly,it disclaims any N responsibilities for the the construction design,drawings, ' N documents including the installation and bracing of trusses . • I manufactured by Manning Building Series. b: ,. , T._�.�-r_,.rI : Ls; Warning: N „ ,, M NI Conventional framing,erection and/or permanent bracing is not n o the responsibility of the truss designer,plate manufacturer,or b Mix truss manufacturer.Persons erecting trusses are cautioned to �ys. Mme° r' seek professional advice regarding erection bracing which is 5! 1'7 t4" always required to prevent toppling and dominoing during N • • • '^a0 MRNO -�- i o- G erection;and permanent bracing which may be required in 1'7.16" ,,,,�. 12 specific applications.See Bracing wood trusses commentary . . "'w0 aand recommendations(BCSI 1-03)for further information. ,aur , i. 1'7'114' 9 Trusses shall be installed in a straight and plumb position. - • b brt Where no sheathing is applied directly to the top and/or bottom i.. i~• XT10 Mvr `? chords,they shall be braced as specified on the engineered ` 1's^ Mu. b design.Trusses shall be handled with reasonable care during o• „�.,� :� Dv-: __y erection to prevent damage or personal injury. <V ':: . c • • 1 a Truss Connector Total List� m i Manuf Product Qty is,,‘ HTU28 13 - NI ''. C« 77. WINGRVIEW DISPOSITION s'4 1/ 1z a 1lY SHOP DRAWING for conformance with } 16'6 drawings is only ION:Review of shop ATTENT t of the ProieC:and does not relieve the centrae o the design Review r uirements of the shop of responsibility for any deviation from the etq drawings.Contractor shall detern ine and RETURNED CORRECTION �ppPROVED 0 R� Engineer of Record: R TRUSS ❑REN RNEDWITHOUTACTION No Engineer of Record on file ❑APPROVED AS NOTED' NSM TT LETTER ❑NOT APPR1 0SEE /� 32258 COMMENT DATE Zi zo1_ Manning Building gy if FL CERT. Supplies, INC. r______ Hatch Legend NGINEERING,INC- pp tiWLSB RG E 11155 Philips Parkway Dr.E. 8'-1 1/8"PLATE HEIGHT 1;481 ST.AUGUSTINE RD. T)2 Jacksonville,FL 32256 ACKSONM� R Phone.(904)268-8225 t. 9'-1 1/8"PLATE HEIGHT"I Fax:(904)2602981 $ 10'-1 1/8"PLATE HEIGHT' VWWV.MBS-CORP.COM JAXTRUS S(8(MBS-CORP.COM 12'-1 1/8"PLATE HEIGHT Customer. ii___1 Riverside Homes Job Name: Spec LobBlk/Subciv 157/ /ABCC ")N-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. /1/2017 I wnBy: IJ 70313 All claims for error or defective material must be made within 5 days of receipt of goods 15'8" 24'8" ✓Od - V°7 •k _ "2 JOIB(.' I- b • --+--- — __._..-•__"Y"- tN --r 81:4J01 0" 2'0" 2'0" r 0" TP:L • • b J02 b• N. b BOBO:,tvm 4 l' • 24.11/2" • b 'n CO1 b N N _ b B01 CO2 b v B01 r CO3 b, • _ • • -- • • N C04 b N. t307. N. N - 601 C05 b N !o NI b 80£ r b N 2v - B7( a b 8 b • — U N ___._.___..._ • • b Bi'4'7•' b N 812 1'10 1/4" .. _ ..-:4-=.a F06 --._ ,— - 813- -n • . � I 0•t! F ' eruro Et • ii• w / _ :' • N • ` I ? " • vn • o b TO' 6y� ZV,6 'a 'v 'v,6 = a 'v • _ WON 1.7 3116" 10.4" a_- • "nae N 1 . • `f ll W 4 o NEEDS 4.15"BEARING o 1'73/18" 11--11--: Ill j ' ii co•:•o aerbw; •- �/ -- 1,1 LL Ir11Q{ en ice- } AOS F10 b • o III • "nae N _ ._ c u 1II ' iv ■ - "run N s_ F72 0,, ■ b F12Ab � '' 7 l 1 s 11 ** l § I i FI!.' • F 1 j 2'0 2,0, 2'0 ,T 0., 2'0"+2'0"f 7// N z a• z.o.. z'o z o"1 b — tt) } C3( NI b +** LEDGER J b- rt� Approvedtnus>ganchor by buFL Nt A61 -* -- b Naaf - \ t - 21 5 ---- -- 23.6" __ f 20" 44'11" Truss Connector Total List Products _i N Man_of Product Qty PIotIDLength Product Plies Net Qty HTU26 25 BM1 . 22'0" onCENT ER®LVL2.0E 1 3/4"x 20" 2 - 2 51 Legend Simpson THA426 3 I Hatch L end __ BF THAC426 2 8'-1 1/8"PLATE HEIGHT 9'-1 1/8"PLATE HEIGHT Typical Truss Er 10'-1 1/8"PLATE HEIGHT 17-1 1/8"PLATE HEIGHT FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUELINX ON-CENTER-LVL 1899.31 ... BLUELINJ Builder: Job Information Riverside Homes Job#: J170313 12276 San Jose Blvd., Ste 120gra File#: Jacksonville, FL 32233 (904) 503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Spec /West Indies C Mod Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 06/01/17 1618 Atlantic Beach Dr( L 157 -' Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet r Truss Level: OFFICE COPY PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT I RIGHT LEFT RIGHT LEFT RIGHT 411TTIh. 1 8.00 0.00 A01 23-06-00 23-06-00 2 X 6 2 X 4 01-06-01 01-06-01 09-00-06 ® 2 8.00 0.00 A02 23-06-00 23-06-00 2 X 4 2 X 4 09-10-00 b 5 8.00 0.00 A03 23-06-00 23-06-00 2 X 4 2 X 4 09-10-00 47\1)1 4 8.00 0.00 A04 22-11-00 22-11-00 2 X 4 2 X 4 09-10-00 ® 1 8.00 0.00 A05 10-02-08 10-02-08 2 X 6 2 X 4 01-06-01 00-01-08 08-00-01 1 5.00 0.00 B01 24-08-00 24-08-00 2 X 6 2 X 4 05-10-13 ® 1 5.00 0.00 602 24-08-00 24-08-00 2 X 4 2 X 4 00-06-08 06-07-08 1 5.00 0.00 B03 24-08-00 24-08-00 2 X 4 2 X 4 00-06-08 06-07-08 J® 2 5.00 0.00 B04 24-01-08 24-01-08 2 X 4 2 X 4 06-07-08 �� 1 5.00 0.00 B05 24-01-08 24-01-08 2 X 4 2 X 4 06-07-08 eenn 1 5.00 0.00 B06 24-01-08 24-01-08 2 X 4 2 X 4 06-07-08 1 5.00 0.00 B07 24-01-08 24-01-08 2 X 4 2 X 4 06-07-08 1 5.00 0.00 808 24-01-08 24-01-08 2 X 4 2 X 4 06-07-08 �/® 1 5.00 0.00 609 24-01-08 24-01-08 2 X 4 2 X 4 06-03-13 �� AI 1 5.00 0.00 B10 24-01-08 24-01-08 2 X 4 2 X 4 07-01-13 ���V 1 5.00 0.00 611 24-01-08 24-01-08 2 X 4 2 X 4 07-11-13 //.11 1 5.00 0.00 B12 24-01-08 24-01-08 2 X 4 2 X 4 08-09-13 1 5.00 0.00 B13 24-01-08 24-01-08 2 X 4 2 X 4 08-10-13 1 5.00 0.00 CO1 16-07-00 16-07-00 2 X 4 2 X 6 04-05-02 tgfiZI 1 5.00 0.00 CO2 16-06-00 16-06-00 2 X 4 2 X 4 05-03-02 egISI 1 5.00 0.00 CO3 16-06-00 16-06-00 2 X 4 2 X 4 06-01-02 1 1 5.00 0.00 C04 16-06-00 16-06-00 2 X 4 2 X 4 06-11-02 A 1 5.00 0.00 CO5 16-06-00 16-06-00 2 X 4 2 X 4 07-09-02 S) 4 5.00 0.00 CO6 16-06-00 16-06-00 2 X 4 2 X 4 08-04-10 Builder: Filira Job Information Riverside Homes Job#: J170313 12276 San Jose Blvd., Ste 120 File#: Jacksonville, FL 32233 (904) 503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Spec /West Indies -C Mod Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 06/01/17 1618 Atlantic Beach Dr( L 157 Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT KN 1 5.00 0.00 D01 07-00-00 07-00-00 2 X 4 2 X 4 02-09-02 �(� 1 5.00 0.00 002 07-00-00 07-00-00 2 X 4 2 X 4 03-07-02 All 1 I 1 5.00 0.00 E01 10-02-08 10-02-08 2 X 4 2 X 4 01-06-01 00-01-08 05-09-15 ® 9 5.00 0.00 E02 10-04-00 10-04-00 2 X 4 2 X 4 05-09-15 1 3.00 0.00 G01 07-08-00 07-08-00 2 X 6 2 X 4 01-08-00 00-01-08 01-11-04 sall 8 3.00 0.00 G02 07-08-00 07-08-00 2 X 4 2 X 4 00-01-08 02-07-08 ® 2 3.00 0.00 G03 09-04-00 09-04-00 2 X 4 2 X 4 00-01-08 03-00-08 4f' Prm 2 10.00 0.00 H01 21-10-08 21-10-08 2 X 4 2 X 4 07-09-04 �j.� 7 10.00 0.00 H02 21-10-08 21-10-08 2 X 4 2 X 4 07-09-04 N pp 7 10.00 0.00 H03 21-07-08 21-07-08 2 X 4 2 X 4 07-09-04 IIS 2 5.00 0.00 J01 01-00-00 01-00-00 2 X 4 2 X 4 01-11-02 2 5.00 0.00 J02 03-00-00 03-00-00 2 X 4 2 X 4 02-09-02 6 5.00 0.00 J03 07-00-00 07-00-00 2 X 4 2 X 4 04-05-02 -e 1 3.54 0.00 J04 03-11-03 03-11-03 2 X 4 2 X 4 00-00-06 02-08-00 '� 1 3.54 0.00 J05 04-02-03 04-02-03 2 X 4 2 X 4 00-00-06 02-08-14 Ala 2 10.00 0.00 KO1 16-06-00 16-06-00 2 X 6 2 X 4 I 06-10-13 2 3.00 0.00 LO1 12-08-08 12-08-08 2 X 6 2 X 4 01-08-00 03-02-06 6 3.00 0.00 L02 12-08-08 12-08-08 2 X 4 2 X 4 03-10-10 _ 2 P1ly 0.00 0.00 MO1 13-04-00 13-04-00 2 X 4 2 X 6 02-10-10 FLOORQTY DEPTH BASE 0/A END TYPE INT BEARING CANTILEVER STUB PROFILE I PLY ID SPAN SPAN LEFT I RIGHT SIZE l LOCATION LEFT I RIGHT LEFT RIGHT 01-08-00 ® E 2 F01 21-01-00 21-01-00 01-00-00 ® 01-08-00 E 7 F02 21-01-00 21-01-00 01-00-00 a1o_am1 01-08-00 F03 07-00-00 07-00-00 11 i Job Information Builder: Riverside Homes Job#: J170313 12276 San Jose Blvd., Ste 120 File#: Jacksonville, FL 32233 fella Salesman:Scot Burney (904) 503-7055 Designer: John Knight Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Report and Delivery Date Spec /West Indies -C Mod Phone: (904) 268-8225 * Fax: (904) 260-2981 DATE 06/01/17 1618 Atlantic Beach Dr( L 157 Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: FLOOR QTY DEPTH BASE O/A END TYP= INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT ® 01-08-00 3 F04 21-02-00 21-02-00 E 3 ® 01-08-00 1 F05 21-02-00 21-02-00 l 3 ►UUUIIUUI'i 01-08-00 E 3 1 F06 12-06-08 12-06-08 01-08-00 E 3 i���♦����� 4 F07 12-07-04 12-07-04 VA. Nr4�W� 01-08-00 r 3 7 F08 12-06-08 12-06-08 a Qin01-05-00 1 F09 04-00-08 04-00-08 ® 01-08-00 1 F10 21-09-00 21-09-00 E 3 01-08-00 E 3 3 F11 21-09-00 21-09-00 ® 01-08-00 1 F12 21-09-00 21-09-00 r 3 ® 01-08-00 1 F12A 21-09-00 21-09-00 r 3 ® 01-08-00 1 F13 16-04-08 16-04-08 E 3 01-08-00 2 F14 08-02-00 08-02-00 1 01-08-00 3 Ply FG01 14-01-08 14-01-08 ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES I FT-IN-16 1 SS-LMATL BM1-onCENTER®LVL 2.0E 1 3/4"x 20"- 22-00-00 38 Hanger HTU26 3 Hanger THA426 2 Hanger THAC426 Client: RIVERSIDE HOMES Date: 6/1/2017 Page 1 of 3 ' Project: Designer: JK isDesign- Address: 1618 ATLANTIC BEACH DR(LOT 157 ABCC) Job Name: J170233 ATLANTIC BEACH,FL Project#: J170233 BM1 2.0E EverEdgeTM LVLA 1.750" X 20.000" 2-Ply - PASSED Level:Level r �s 4�'I CiP 4 3 6 5 - 2 ------ 1 / . �. 1'8" Q . . .o • . 1SP 2SP 3SPF 137" 61 1/2" 1'1 3/4' y3 1/2" 20'10 114" Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 1772 0 0 1531 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 0 4492 0 0 3457 Deflection LL: 480 Load Sharing: No 3 0 851 0 0 578 . Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1 -SP 5.500" 30% 1715/1514 3228 L_L D+C Construction: 20 PSF 2-SP 4.250" 99% 4677/3641 8317 LL_ D+C Analysis Results 3-SPF 3.500" 36% 724/1140 1864 _LL D+C Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -9764 ft-lb 137" 65754 ft-lb 0.148(15%) D+C LL_ Unbraced -9764 ft-lb 137" 23879 ft-lb 0.409(41%) D+C LL_ Pos Moment 8384 ft-lb 511 5/16" 65754 ft-lb 0.128(13%) D+C L_L Unbraced 8384 ft-lb 5'11 5/1& 13341 ft-lb 0.628(63%) D+C L_L Shear 4035 lb 11'11" 16625 lb 0.243(24%) D+C LL_ LL Defl inch 0.034(1/4601) 6'8" 0.330(U480) 0.100(10%) C L_L TL Defl inch 0.075(U2120) 6'8 3/8" 0.440(U360) 0.170(17%) D+C L_L LL Cant -0.001 Rt Cant 0.200 0.005(0%) C _L_ (21/27591) (21/480) TL Cant -0.001 Rt Cant 0.300 0.004(0%) D+C _L_ (21/23196) (21/360) Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slendemess ratio based on single ply width. Manufacturer Info Notes chemicals6 For flat roots!aromaso proper drenaga to DreveM Calaaated Structured Designs is responsible only of tee Handling&Installation pnfbng Weyerhaeuser structural adequacy of this component based on the t LVL beams must not be cut or dotted Seattle,WA desgn criteria and loadings shown It s the 2 Refer to manufacturers product information www.Woodbywy.Ctxnleveredge/ responsibility of tee customer ardror the contractor to regarding installation requrertents. mutt.-ply ensue the component suaaaay of me intended fastening details.beam strength values,and code application,and to verify the dimensions and loads. approvals Lumber 3 Damaged Beams must not be used a Design assumes lop edge is Laterally restrained 1.Dry service condapns,unless noted otherwise 5 Provide lateral support at bearing points to avoid 2 LVL not to be treated wah Me retardant or corrosive lateral displacement and rolabon ( j Version 17.20.038 Powered by iStruct'° 'Cly:.: • Client: RIVERSIDE HOMES Date: 6/1/2017 Page 2 of 3 Project: Designer: JK U isDesign- Address: 1618 ATLANTIC BEACH DR(LOT 157 ABCC) Job Name: J170233 ATLANTIC BEACH.FL Project#: J170233 BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSED Level:Level 6 4 3 5 1 ,-,elle. 4' -4.+a: 1SP 2SP 3SPF 137" 6'11!2" 1'1'1314' X31/2" 20'10 1/4" ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 1-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF 2 Uniform Near Face 85 PLF 0 PLF 0 PLF 0 PLF 101 PLF E02 3 Part.Uniform 0-0-0 to 7-6-0 Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3'4"WALL 4 Part.Uniform 0-0-0 to 7-6-0 Top 115 PLF 0 PLF 0 PLF 0 PLF 135 PLF 13'ROOF FRAMING 5 Part.Uniform 7-6-0 to 20-10-4 Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF 8'WALL 6 Part.Uniform 7-6-0 to 20-10-4 Top 129 PLF 0 PLF 0 PLF 0 PLF 152 PLF LO2 FROM UPPER ROOF Self Weight 20 PLF Manufacturer Info Notes chemicals 6 For Rat roofs provide proper drainage to prevent ponding Weyerhaeuser Calculated Structured Designs a responsible only of the Handling S Installation Seattle,WA structural adeouacy of the component based on the I LVL beams must nal be cut or drilled design aeons and twangs shown It is the 2 Refer to manufacturer's product information wew.woodbywy.conl/everedge/ responsAMy of the customer arWor the contractor to regarding instaaaeon reourements, multi-ply ensure the component ailabaay of tib intended fastening details beam strength values,end code appaeabon.and to needy the dimensions and loads. approvals Lumber 3 Damaged Beams must not be used a Design assumes top edge is laterally restrained I.Dry semoa conditions.unless noted otherwise 5 Provide literal support et beanng points to avoid 2.LVL not to be treated vddt he retardant or corrosive lateral displacement and rotation Version 1720.038 Powered by iStruct'° i Client: RIVERSIDE HOMES Date: 6/1/2017 Page 3 of 3 U'' Project: Designer: JK isDesignrM Address: 1618 ATLANTIC BEACH DR(LOT 157 ABCC) Job Name: J170233 ATLANTIC BEACH,FL Project#: J170233 BM1 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSED Level:Level . . _iNI / 1,8" SSP 2 S 3 SPF 137" 6'1 1/2" F1'1 314' /--/3 1/2" 20'10 1/4" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 34.2 p/o Load 93.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+C Duration Factor 1.25 Manufacturer Info Notes chemicals 6 Fe,fiat roofs provide proper drainage to prevent pondingWe Weyerhaeuser CalMMStructureded Structured Designs is responsible only of the Handling&Installation Seattle,WA structural adequacy of this ent based On the 1 LA beams must not be cut or design onions and loadnge ngs ssnows. a product is the 2 Refer to manufacturers product than anon www.woodbywy.Comleveredgel responslbiaty of the customer and/or bre contractor to regarding installation requirements. mule-ply ensue the coeWoeem sutab*ty of the 'Mended fastening details,beam strength values,end code appaceeon,and to verify the dimensions and loads. approvals Lumber 3 Damaged Beams must not be used 4 Design assumes top edge is laterally restrained 1.Dry service condewns.unless noted otherwise 5 protide Werth support at beanng points to avoid 2 LVL not to be treated ovals fee retardant or corrosne lateral displacement and rotation Version 1.7.20.038 Powered by iStruct'°