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1680 MARITIME OAK DR - TRUSSES All claims for error or defective material must be made within 5 days of receipt of goods a } 158" 24'8" 4.7.. l';'- '� -A 8 ' V ' Xe4 L_ --- a Bol �� �S NI I J01 - 7 Cr, 0"/7 Cr 12"0-!+x 0 • •�� B02 .r1":-o � 8.05 � J02 F • \ • •b^-- ` Ni CO1 b N N - b 805 CO2 b N' N _ b 808 CO314. N N. • • • • b 807 C04 b N N b C05 bNI Oo N, b BOO b N NS b' Bio s N I N _ b NE N Q L, _ 1_..-_.� 1 _- rr Gam... 861 7 F06' 1'10114" v .LL 2 yF04(3). % 6 F09(71 0 FOIA "I'. " A iii ra- IN ^o ' F ■ _ 70 4-,N, -a.6.e.a-6.a .a-`v. _ LL $ N 011 1 a. _ :4.__ 10'4" -_..•- t. N • II I. • ""°' R -. 1 • kr* • b .1-- 111/111111 111- - m IIs _.I N r- NI • ■ _ NEEDS 4.15'BEARING )- F��_;;{ 1,ki H bI ib "_7:;1"7:t_l ----- ' Tem ---- 14 LI li 11�� 111111 •r • -- 1— N W ``. b IIIr �_..„ . ..� - A05 F10I -_ Pi? / 1 i_ b b �ia -----N•- --• - ----J HIV. --- N r^ FT b 'ii b "1E 1 ib a • • • b R moo" zo• r0" zo° zo• zayo..ztz -izo-f - -'-+ ■ y II - -�.- H1 S9J ,0020) G03( ) b Approved by anchor by 111121 N 31Ir'Rbbon ** LEDGER Nom,^ 1—Naas ------ - -- - A01 20" 21.5. 23,8`.. 4.4 11' I _A_____ i' 4-N Connector Total List 'r— Products Manuf Product Qty PlotID Length Product - Plies Net Qty BR1/O HTU26 25 I LBM1 2210" onCENTE Re LVL 2.0E 1 3/4"X 20" 2 2 Simpson THA426 3 7 Hatch Legend THAC426 28'-11/8"PLATE HEIGHT i Typical Truss Enc 9'-1 1/8"PLATE HEIGHT 10.-1 1/8"PLATE HEIGHT II 17-1 1/8"PLATE HEIGHT FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUELINX ON-CENTER-LVL 1899.31 ... BLUELII nd prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor 20.00 40.00 p.s.f.Approved truss anchor by builder. 2x4 Top ChordLive Load minimum top and bottom chords. Square cut overhangs. 12 3-5-8-10 �_ 0 Top Chord Dead Load 7.00 10.00 p.s.f. ..n Bottom Chord Live Load 0.00 0.00 p.s.f. -T1 Bottom Chord Dead Load 10.00 5.00 p.s.f. VARIES Total Load 37 55 p.s.f. 0 Duration Factor 1.25 1.00 4ill Building Code FBC 2014 RES 6-112" 12 BRG. Wind Standard ASCE 7-10 Nkr 1'8"BY OTHERS Wind Speed 130 m.p.h. 3 In ass note. "� otherwise. Wind Usage RES. CAT II Building Exposure B Typical Truss Ends Building Type Closed NOTE It is the responsibility of the building designer or architect to 16'6' 5'4 1) 12'8 1r2 __I provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special considerations for mechanical equipment and/or plumbing(and I their connections)in truss space must be diagrammed by the r'•' 1'4" builder an approved truss layout prior to labricaton. I- -I Manning Building Supplies is a truss manufacturer whose rr- _______1_1 responsibilities are limited to those described in WTCA 1-1995 b b (sections 6.0 and 7.0).Accordingly,it disclaims any N -.1 53 responsibilities for the the construction design,drawings, b - --- -----1J — documents including the installation and bracing of trusses N • manufactured by Manning Building Supplies_._ jWarning: b LS1 Ni "°' w, NT Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer,plate manufacturer,or Mwe Ns I truss manufacturer.Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is ,A, ,,,,,, 1'7 l always required to prevent toppling and dominoing during J b 6 erection;and permanent bracing which may be required in N Xt. , specific applications.See"Bracing wood trusses commentary and recommendations(BCSI 1-03)for further information. b wnae 1'7114' ^ �;v, """• b Trusses shall be installed in a straight and plumb position. b Where no sheathing is applied directly to the top and/or bottom ".w. "'v'° - ------- N •- chords,they shall be braced as specified on the engineered b b design.Trusses shall be handled with reasonable care during _ — erection to prevent damage or personal injury. ... L81 r b iii Itt, t Truss Connector Total List m f b Manuf Product Qty �` HTU26 '12 1 b zr‘ 1 SHOP DRAININdr:6:r; EWDISPOSITION1e'e• 6 41/2jON:Review ofshop gs is only for conformance with I, The design concept 4f the project and does not ralements of ieve the the contractorsho of responsibility lot any deviation from the requirements drawings.dawContractor shad determine and verify all held measurements. $�pPPROVED 0 RETURNED FOR CORRECTION /// ��\ Engineer of Record: TRUSS0APPROVEDASNOTED ❑RETURNEDWITHOUTACTION No Engineer of Record on file 0 NOT APPROVED 0 COMMENTS ITTAL LETTER DATE lZ By FLOE .25846 ManningBuilding HULSBERG ENGINEERING,INC. Hatch Legend '1STAUGUSTINERD.I202 Supplies, INC. • SONVILLE,FL 322.58 11155 Philips Parkway Dr.E. T8'-1 1/8"PLATE HEIGHT Jacksonville,FL 32256 BS , 9'-1 1/8"PLATE HEIGHT PFax:hone:(904)260(904)268-298$2125 10'-1 118"PLATE HEIGHT I JAXTR SSQ $BS-CORP.COM 1 12-1 1/8"PLATE HEIGHT Customer Riverside Homes Job Name: Lot 122 ABCC Lot/B/S/Subcry 122/ /ABCC ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 NTS. /2016 1 JK J160662 MIsNI® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeW OFFICE COPY RE: J160662 - Riverside Homes/Lot 122 ABCC/JK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Riverside Homes Project Name: Lot 122 ABCC Model: Lot/Block: 122 Subdivision: ABCC Address: 1680 Maritime Oaks Dr 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 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 58 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules o Z Z No. Seal# Truss Name Date No. Seal# Truss Name Date N E I-- E W 1 }710024513 F01 12/9/16 18 T10024530 A02 112/9/16 e � o �rfl � �- L'-' � L _1710024514 F02 12/9/16 19 1710024531 A03 12/9/16 0 E _ a 3 T10024515 F03 12/9/16 20 710024532 A04 12/9/16 E o 2 4 T100245161 F04 12/9/16 21 710024533 A05 12/9/16 Cr) '' a - w <7'1 C3 c c ow o v'z N 5 710024517 F05 12/9/16 22 710024534 j 601 1 12/9/16 a Z w 2 ci o Z Q w ci 6 110024518 I F06 12/9/16 23 1710024535! B02 12/9/16 w w L7 T10024519;F07 12/9/16 24 710024536 B03 1 12/9/16 > r" '�'o a 8 T10024520 F08 12/9/16 25 1T10024537 B04 12/9/16 t23 a 2 .. o E C7 I ,v .� a 9 110024521 F09 12/9/16 26 1T10024538 B05 12/9/16 z . o d 10 110024522 F10 12/9/16 27 1T10024539. B06 12/9/16 a cc _y t 11 T10024523 F11 12/9/16 28 710024540 j 607 12/9/16 = o z -c3 c.W M 12 1__ f F12 12/9/16 29 11100245411608 12/9/16 • _ o '> d ¢ > wZ 14 7100245261 Fl2A 12/9/16 30 1110024542 B09 12/9/16 13 110024525 "' z > > ii W F13 12/9/16 31 110024543 B10 12/9/16 o ' L 1 J 1 _ o cc cc a cc 15 710024527 F14 12/9/16 32 T1002454411311 12/9/16 ; j e a ii o m y o 16 110024528 FG01 12/9/16 33 110024545 1612 12/9/16 '- j 9 Y n o 6 17 11100245291 A01 ' 12/9/16 34 1710024546;CO1 112/9/16 001 4 ` °' _ The truss drawing(s)referenced above have been prepared by MiTek `��s pop.'. , • 1 '4'� USA. Inc. under my direct supervision based on the parameters ���,� ••••• • :' N S•' "T4, . provided by Manning Building Supplies. �' F•••• • • :9380 Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28,2019. = IMPORTANT NOTE: The seal on these truss component designs is a certification 7.13:•• STATE OF •.<0 1/ that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters •• AN.* •�� 0 R k O P \ •` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ,,i S'S •........ ��N. ffiileen to MiTek.reference purposeA ponly,and was not takent specific son into account nt ined is or the,prk's eparation ation000f iii, /ON st10- YP eP these designs. MiTek has not independently verified the applicability of the design Thomas A.Alban'PE No.39380 parameters or the designs for any particular building. Before use,the building designer MITek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: December 9,2016 Albani,Thomas 1 of 2 RE: J160662 - Riverside Homes / Lot 122 ABCC /JK Site Information: Customer Info: Riverside Homes Project Name: Lot 122 ABCC Model: Lot/Block: 122 Subdivision: ABCC Address: 1680 Maritime Oaks Dr City: Atlantic Beach State: FL No. Seal# Truss Name Date 35 I T10024547 CO2 112/9/16 36 1T10024548 CO3 12/9/16 37 I T10024549 1 C04 1 12/9/16 138 1110024550 1 C05 1 12/9/16 139 1110024551 C06 112/9/16 40 T10024552 D01 12/9/16 141 T10024553 D02 12/9/16 142 T10024554 1 E01 112/9/16 143 1100245551 E02 1 12/9/16 144 T10024556 1G01 12/9/16 45 T10024557 G02 12/9/16 146 T10024558 1 G03 12/9/16 147 T10024559 1 H01 12/9/16 148 T10024560 H02 12/9/16 49 T10024561 H03 12/9/16 50 I T10024562 J01 12/9/16 51 T10024563 J02 12/9/16 52 T10024564 J03 _ 12/9/16 53 T10024565 J04 12/9/16 54 710024566 i J05 12/9/16 55 T100245671 K01 12/9/16 56 T10024568 I L01 12/9/16 57 T10024569' L02 12/9/16 58 1 T10024570 MO1 12/9/16 2 of 2 r I Job Truss Truss Type Oty Ply Riverside Homes/Lot 122 ABCC/JK T10024513 J160662 FOt !FLOOR 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:18 2016 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-v5FDkHW TwSmV3njoFNJIIZtNzjXFa7AOHTsEIsyAiaZ 0-1-8 H X3-0 01.4 2-0-0 1-10-12 0-X0{0-I1�8 Scale=1:36.2 6x10= 3x6 FP= 3x6 FP= 1.5x4= 6x6= 4x7 1 6x6= 1.6x4= 1 2 3 4 5 6 7 8 9 10 30 11 12 13 • 4 -11- 1 LT i it\ \I/ \r/ Vi; ," \! ;., - .-1\4111 --. ♦ • ' i.,_cr. 14 d 28 27 26 25 24 23 22 21 1 19 18 17 16 14 6x6= 3x6 FP= 4x7 II 6x6= 3x6 FP= 6x6= 6x6= 21-1-0 I 9-3-0 f 13-9-12 . 19-11-8 _ 20r]-0 1 9-3-0 4-6-12 r 6-1-12 0.9'-81.0.0_ Plate Offsets(X,Y)-_ [1:0-1-8,0-0-81,(6:0-3-0,Edge1,(7:0-3-0,0-0-0],(13:0-1-8,0-0-8],(17:0-3-0,0-0-0],]21:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl 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 WB 0.43 Horz(TL) 0.01 15 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 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=645/0-5-8,20=856/0-3-8,15=687/0-3-8 Max Gray 29=653(LC 14),20=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=-56210,2-3=-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 9-20=-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, 9-19=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 31 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(pif) 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(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(pit) Vert:14-29=-7,1-12=-67,12-13=-13 - V WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.I0N3f2015 BEFORE USE. mit Lkesign valid for use only with Mitelati connectors.This design is based only upon parameters shown,and is for an individual bxrikiing component.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall i building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaiable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty I Ply Riverside Homes/Lot 122 ABCC/JK T10024513 J160662 F01 FLOOR 2 1 Job Reference(optional Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:18 2016 Page 2 I D:3cRVn9hnna4ox807V8?aidyB2cv-v5FDkH W TwSmV3njoFNJ I IZtNzJXFa7AOHTsElsyAiaZ LOAD CASE(S) Concentrated Loads(Ib) Vert:13=-206 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(pit) 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) Verl:14-29=-7,1-9=-13,9-12=-67,12-13=-13 Concentrated Loads(Ib) Veil:13=-206 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) Ver:13=-206 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(Ib) 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(pit) Veil: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(plf) 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(plf) 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(plf) Vert:14-29=-7,1-11=-67,11-12=-13,12-13=-67 Concentrated Loads(lb) 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=-7,1-9.67,9-30=-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(plf) 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(plf) 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(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=-67,9-30=-13,12-30=-67,12-13=-13 _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9411.7473 rev.10i032015 BEFORE USE. mg Design valid for use only with MI1eks connectors.This design Is based only upon parameters shown.curt Is for on kviMdual bolding component.not a truss system.Before use.the building designer must verify the applicability of design parameters and roop arty kncoq urate this design Into the overall bolding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property dcsnage. for general guidance regarding the ldnrk:atkm,storage,delivery.erection and bracing of trusses and truss systems,s eeANSt/TPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlabie from truss Plato Institute.218 N.Lee Street.Suite 312,Alexandr)a.VA 22314. I Tampa,FL 33610 4 Job Truss Truss Type Oty Ply Riverside Homes/Lot 122 ABCC/JK 710024513 J160662 F01 FLOOR 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:18 2016 Page 3 ID:3cRVn9hnna4ox8O7V87aidyB2cv-v5FDkH W TwSmV3njoFNJI IZtNzjXFa7AOHTsEIsyAiaZ LOAD CASE(S) Concentrated Loads(Ib) • Vert:13=-206 5=-330 • • • V WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE M&7473 rev.10/032015 BEFORE USE. Design valid for use only with MITei&connectors.this design Ls based only upon parameters starrm.and Is for cos tndivkkr l bolding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall • building design. Bracing indicated is to prevent budding of indlvidual 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 crud property damage. for general guktance regarding the fabrication,storage,delivery,erection and tracing of trusses and buss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and IICSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Atexandlta,VA 22314. I Tampa,FL 33610 Job Truss Truss Type r •Qty Ply Riverside Homes/Lot 122 ABCC/JK T10024514 J160662 F02 FLOOR 7 1 Job Reference(optional Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:20 2016 Page 1 I D:3c RVn9hnna4ox8O7V8?aidy B2cv-rU Nz9zXj S40CJ 5sAMoLm N_yj TXCj2OgJ kn LKq tyAi aX 0-1-8 H 1-3-0 0-11-4I---I2-0-0 I 1-10-12 `90p1�8 Scale=1:36.2 6x10= 3x6 FP= 3x6 FP= 1.5x4= 6x6= 4x7 II 6x6= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 i /V\ /!&\ ZION . :! I II likA21511 05 a .... ....\ 28 27 26 25 24 23 22 21 'i 19 18 17 16 14 6x6= 3x6 FP= 4x7 II 6x6= 3x6 FP= 6x6= 6x6= 13-10-12 21-1-0 I 9-3-0 j 10-2-4 I 12-5-4 13-9-12 19.11-8 20xI 1-0 9-3.0 0-11-4 2-3-0 1-4-8 0-T-0 6-0-12 0-'I.81-0.0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-81,[6:0-3-0,Edge],[7:0-3-0,0-0.01,[13:0-1-8,0-0-81,[17:0-3-0,0-0-01,121:0-1-8,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 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.14 22-23 >999 360 BOLL 0.0 Rep Stress Incr NO WB 0.43 1 Horz(TL) 0.01 15 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 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=645/0-5-8,15=687/0-3-8,20=856/0-5-8 Max Gray 29=651(LC 14),15=687(LC 1),20=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=-411/0,9-20=-1090/0,9-21=0/1525, 7-21=-554/0,6-22=-648/0,9-19=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(plf) 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(plf) 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(plf) Veil:14-29=-7,1-12=-67,12-13=-13 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mi-7473 row.14032015 BEFORE USE Ith. Design valid for use only with Mllekr>connectors.this design Is Lxaed only upon paaleters shown.and Is for an individual b uBli ng component,not a truss system.Before use,the bulling designer must verify the applicability of design parameters and property Incorporate this design into the overall hording design. Bracing Indicated Is to prevent budding of Individual truss wet>and/or chord members only.Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with p ossble personal Injury and properly damage. For general gridance regarding the fabrication.storage,delivery-erection and bracing of trusses and truss systems,seeANSI/1'PI l Quarry Criteria.DSB-89 and BCSI Bulling Component 6904 Parke East Blvd. Safety Information avalk>flo from truss Plate Institute.218 N.Lee Street,Site 312.Alexandra.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK T10024514 J160662 F02 FLOOR 7 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:20 2016 Page 2 I D:3cRVn9hnna4ox807V8?aidyB2cv-rUNz9zXjS4OCJ5sAMoLmN_yjTXCj2OgJknLKglyAiaX 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(lb) 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(Ib) 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(plf) 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(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 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(plf) 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 Uniform 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(pit) 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(pit) Vert:14-29=-7,1-9=-67,9-10=-13,10-12=-67,12-13=-13 � I A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 611-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek&connectors.lhls design Is based only upon Fnraneters shown,and is for an Individual bidding component not a truss system.Before use,the building designer must verify the applicability of design parameters and property k corxrato this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional tomperary and permanent bracing Milt*" Is always required for stability and to prevent collapse with possble personal Inluy and property damage. For general gukdarae regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPl1 Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information avdtabte horn Truss Plate Ins9hde.218 N.lee Street.Suite 312.AJexardria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty Ply Riverside Homes/Lot 122 ABCC/JK 110024514 J160662 F02 FLOOR 7 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:20 2016 Page 3 ID:3cRVn9hnna4ox807V8?aidyB2cv-rUNz9zXjS4OCJ5sAMoLmN_yjTXCj20gJknLKglyAiaX LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:13.238 5=-330 I 1 _ � Q WARNING-Veiny daelyn pasanatars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10103/2015 BEFORE USE. Design valid for use only with M lteler connectors.This design Is based only upon parameters shown.and Is for an Individual bolding component.not a huts system.Before use.the building designer must verify the applicability 01 design parameters and properly Incorporate this design Into the overall bulding design. Bracing indicated Is to prevent buckling of Indtvkfual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, Is always required for stability and to prevent couple with possible personal injury and properly damage. For general guidance regarcMg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANBI/IPtl Quality CrII.da,D3B-89 and SCSI Bolding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty !Ply Riverside Homes/Lot 122 ABCC/JK i I 110024515 I J160662 F03 Floor Supported Gable 11 1 L__ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:21 2016 Page 1 I D:3c RV n 9hnna4ox8O7V87a i dyB2cv-JgxLNJYLD N83wFR NwVs?wBVyYwhonZ E Tz R 5uM ByAia W Scale=1:13.0 1.5x4 II 1.5x4 11 1.5x4 I I 1.5x4 i 3x6= 1 3x3 II 2 3 4 5 6 i I 0 c, ep I , , • • .i • , i 12 11 10 9 8 7 3x3 I 1.5x4 I 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 (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) rVa - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 i BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH 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 purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(ltat) 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. . wit V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03f2015 BEFORE USE. Design valkf for use only with Miteke connectors.This design Is bused oily upon parameters shown-and Is for an Individual building component,not ' a teas system.Before use,the building designer must verify the applicability of design turarreters and properly krcorpoxate this design Into the overall building design. Bracing Indicated Is to prevent buckling of frrdivdual truss web and/or chord members oily.Additional temporary and permanent bracing , MiTek' Is always required for stability and to prevent colic se with possible personal injury and properly danage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems seeANSI/WI I Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss hale Institute,218 N.Lee Street,Suite 31Z Alexandtla.VA 22314. Tampa.FL 33610 ii i Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK 110024516 J160662 F04 FLOOR 3 1 Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:22 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-osUkalZz_hGwYOOZUDOETP2O_Kqj W wmcB5gRudyAiaV 0-1-8 H I 1 30 I 0111 i 2-0-0 I,0.10.4. Scale=1:35.2 5x5= 1.5x4= 1.5x4 1 1.5x4 11 1.5x4 11 3x6 FP= 3x5= 4x7= 1 2 3 4 5 6 7 8 9 10 11 12 13 in c \IF, ... , -I,- .27 / 71 1 till .. /- .A.amaiLi Ak.. • • c A.3 25 24 23 22 21 20 19 18 17 16 15 14 4x7= 3x8 MT2OHS FP= 1.5x4 I 1.5x4 '.1 4x4= 3x5= 9-3-0 12-5-4 21-2-0 9-3-0 3-2-4 8-8-12 Plate Offsets(X,Y)-- [1:Edge,0-1-8],(13:0.3-0,Edge],[27:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. 1 DEFL. in (loc) Udell Ud I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.18 20 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 j 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 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:123 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.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(plf) 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(lb) Vert:2=-348 fr N Q WARNING-Verily design parsrnatara and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIt-7473 rev.10/03/2016 BEFORE USE. mii. 1 Design vdki for use only with MWTekro connectors.This design Is based only upon parameters shown.and is for an IndMcklal building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MED*" Is always requked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fatxlcatlon,storage,delivery,erectkxl arid bracing of trusses and truss systems.seeANSUIP11 Quality Criteria,DS8-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexarxirlo.VA 22314. - Tame.FL 33610 Job Truss I Truss Type Oty Ply Riverside Homes/Lot 122 ABCC/JK T10024516' J160662 F04 FLOOR 3 I 1 1 f Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:22 2016 Page 2 ID:3cRVn9hnna4ox807V8?aidyB2cv-osUkafZz_hGwY00ZUDOETP20_KgjWwmcB5gRudyAiaV LOAD CASE(S) Standard 3) 1st chase Dead+Floor Live(unbalanced):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 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Veil:14-26=-7,1-7=-13,7-13=-67 Concentrated Loads(lb) Vert:2=-257 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) 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) Veil:14-26=-7,1-7=-13,7-13=-67 Concentrated Loads(ib) Vert:2=-257 Ai WARNING-Verily design param t e and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MP-7473 rev.1603/2016 BEFORE USE. Design valid for use only with Malek®connectors.This design Is bossed only upon parameters shown,and Is for an IndMdual building component,not a truss system.florae use,the building designer must verity the atxlicabilty of design parameters and properly incogxxate this design Into the overall building design. 'Tracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stabilityand to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6900 Parke East Blvd. Safety IMormallon avdkmle from Truss Plate Institute.218 N.Lee Street.Sato 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • •Oty Ply Riverside Homes/Lot 122 ABCC/JK T10024517 J160662 F05 Floor Girder 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonviile,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:23 2016 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-G226o?acl?OnAYbI2wvT?caDmkA3FFW IQIa?R4yAiaU 0-1-8 1- I 0-11-4 l 2-0-0 I a�� Scale=1:35.8 6x6= 1.5x4= 3x6 FP= 3x6 FP- 8x8= 6x6= 4x7 II THA422 4x7 II 6x6= 6x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 • -& t 9.1.11\ /A\ ii. / I 1\r 1 _ _ / _ ; I /\ 7 .- tii I ; o o o 27 26 25 24 23 22 21 20 19 18 17 16 15 6x6= 8x12= 3x6 FP= 6x6= 6x6= 4x7 II 4x7 11 6x6=3x6 FP= 6x8= 9.3.0 12-5-4 21-2-0- i 9-3-0 + 3-2-4 1 8-8-12 Plate Offsets(X,Y)-- [1:Edge,0-3-0],X1:0-1-8,0-1-8],[9:0-3-0,0-0-0],LI4:0-3-0,Edge],[21:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.22 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 BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH � Weight:178 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.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) 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 face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:15-28=-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 i A WARNING-Verify design parameters and READ NOTES ON THIS AND!INCLUDED MITEK REFERANCE PAGE MM-7473 rw.10/03/2015 BEFORE USE Design valid for use only with Mlleks connectors.This design k based only upon parameters shown,and Is for an individual building component,not e a truss system.Before use,the building designer must verify the appllcablity of design parameters aid 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 aid permanent bracing MiTek is always required for stability and to prevent collapse with possile personal Injury and property damage. For general gull nce regarding the tabdcatkxn,storage,delivery,erection and braxckng of trusses and truss systems,seeANSI/TPU Quality Criteria,DSB-89 and SCSI Sulking Component 6904 Parke East Blvd. Safety Information a valktle from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK 110024517 J160662 F05 Floor Girder 1 1 _ I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:23 2016 Page 2 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-G226o?acl?OnAYbl2wvT?caDmkA3FFwlQIa?R4yAiaU LOAD CASE(S) Standard Uniform Loads(plf) 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(pit) 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(plf) 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(plf) Veil:15-28=-10,1-2=-155,2-8=-20,8-14.100 Concentrated Loads(Ib) Vert:2=-535 7=-523(F) WARNING-Varlly design parmwtars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.155312015 BEFORE USE. 11• Design valid for use only with MIteklS connectors.this design Is based only upon parameters shown,and Is for an individual building component.not a huss system.Before use,the building designer must verify the applicability of design parameters and tAofxxly kx:orlxxate tisb design Into the overall bulking design. Bracing Indicated Is to prevent buckling of IndMdual miss web and/or chord members only. Additional tem{xxoty and permanent bracing MiTek• Is always required for stability and to prevent collapse with tx>sstbie personal nkrry and property damage. For general gukknce regarding the fatrlcatlon,storage,delivery,erection and txackng of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and BCSI BuNding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Slice 312.Alex<ndrb,VA 22314. Tampa.FL 33610 Job Truss 'Truss Type • •Qty Ply Riverside Homes/Lot 122 ABCC/JK 110024518 J160662 F06 ,GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:24 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-kFcU?KaEWIWeniAybeQiYg7Ut8jb w4vfPJYzWyAiaT 0 1H8 0.148 • Scale=1:20.8 3x3= 1 2 3 4 5 6 7 8 9 10 11 so 1 in 23 — — J ` 24 o; c' I • 0 I of _ •. • • 0' 0 s `• 22 21 20 19 18 17 16 15 14 13 12 3x3= 3x3= 3x3= 3x3= 1-4-0 2-8-0 4-0-0 5-4-0 6-3-4 7-2-8 8-6-8 9-10-8 11-2-8 12-6-8 I 1-4-0 l 1.4-0 I 1-4-0 —I 1-4-0 I 0-11-4 I 0-11-4 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 Plate Offsets(X,Y)— [23:0-1-8,0-0-12],[24:0-1-8,0-0-12] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (tort) 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 - n/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 FBC2014ITP12007 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. (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. I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE Ml-7473 rem 10W3/2015 BEFORE USE let Design valid for use only with Muekti connectors.this design is based only upon parameters shown,and is for an Individual buldl ng component,not a if system.Before use,the bulking designer must verify the applicability of design paametets and properly incorporate itis design kilo the overdl txildng design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Addtkxnal temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal MVuy and properly damage. For general guidance regarding the fatricatio n,storage.delivery.erection and bracing of trusses arid truss systems,seeANSI/IPI1 Quality Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safely Information available Mom Truss Plate Institute.218 N.bee Sheet.Suite 312.Alexarx21a,VA 22314. Tampa,FL 33610 Job i Truss Truss Type r 'Qty Ply I Riverside Homes/Lot 122 ABCC/JK T10024519 J160662 1F07 Floor 4 1 i Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:24 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-kFcU?KaE W I W eniAybeQiYg7OR8Yw_t5v1PJYzW yAiaT 0-1-8 1.3.0I 2-0.0 1-1-4 Scale=1:21.3 3x4= 1.5x4= 3x3= 3x3= 3x3= 3x6= 1 2 3 4 5 6 a • • • • I • 6 Nis \ • I /( . , /r:, a-1 v7 I c • • 0 14 13 123, 11 10 9 11 8 3x3= 3x4= 3x3= 3x6 I 3x6 II 3x6 I 3x6 I I __ 10-0-0 11-1-4 12-7-4 I - --10 0 0 --- ----- -A 1-1-4 t 1-6-0 Plate Offsets.(X,Y)-- 19:0-3.0,0_0-0),(16:0-1_8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 • Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.10 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.15 10-11 >999 360 BCLL 0.0 Rep Stress'nor YES WB 0.21 Horz(TL) 0.02 7 n/a n/a 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. I Nit 0 WARNING•Verify dagyn panrmarera and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE A1tF7173 rev.10/03/1015 BEFORE USE Design valid for use only with MI1eicto connectors.this design is based only upon parameters shown,and is for an ErdMdral building component,not a truss system.Before use.the building designer must verify the appllcdNity of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of IndMdud truss web and/a chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and buss systems.seeAHS1/IPl1 Qualify Cr tsda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon avaNabie from Truss Plate institute.218 N.Lee Street.Suite 312,Aiexartdkt VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK T10024520, J160662 F08 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:25 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidye2cv-CRAsCgbsHceVPs189Lxx41 gZTYu2jKM2u335VyyAiaS 0-1-8 I 1-3-0 I 2-0-0 1-0-8 0}1.8 Scale=1:21.3 3x4= 3x4= 1.5x4- 3x3= 3x3= 3x3= 1.5x4= 1 2 3 4 53 6 I -1\ 6 .. ;WV". ' ; 40/F" 17 + /___ c9 c7 I; 14 1312353= 11 10 9 II 8 3x3= 3x4= 3x3= 3x6 II 3x6 II 3x6 ,I 6x6= 10-0-0 11-0-8 12-6-8 F -- 10-0-0 — — 1-0-8 I 1.6.0 I 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 (loc) Vdefl Lid I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 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!nor YES WB 0.21 Horz(TL) 0.02 7 n/a rVa 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-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 row.10103/2015 BEFORE USE la Design valid tar use only with Mileka connectors.This design Is based only upon parameters shown,and Is for cin Individual building component,not a truss system.Before use.tlx:budding designer must verify One applicability of design parameters and properly hx:orlxxato this design into the overall building design. Bracing Indicated is to prevent budding of kx9Ndual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the tct k:atlorr.storage,delivery,erection and bracing of tnrsses and truss systems.seeANSI/TPI I QuaNly Criteria.DS8-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexarsdria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r •Qty Ply Riverside Homes/Lot 122 ABCC/JK I 110024521 1 J 160662 F09 Floor Girder 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:26 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-gdkEQOcU1 wmM 10KKj3SAdFCgOxMzSoQC6jof 1 PyAiaR 1-3.0i 0-9-8 3x6 1 3x6= 9 2 1.5x4 1 3 1.5x4 ! 10 4 Scale=1:9.8 IUIU -/ ...= 3x3= =/ 7 6 5 3x3 11 3x3 11 4-0-8 F40.8 ______i LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 I 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 Incr NO WB 0.16 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014TTPI2007 Matrix-SH I 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 purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=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 s l A WARNING-Vertly design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1603/2016 BEFORE USE. " Design valid for use only with MITek8)connectors.This design Is based only upon paameters shown,and Is for an Individual holding component,not a truss system.Before use,the txdldi ng designer must verify the aprplicablity of design parameters and properly tucogxxate this design Into the overall building design. Bracing Indicated is to prevent budding of kxNvWrKB truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with losstble personal knluy and property damage. For general guidance regarding the fabrication,storage,deliver/,erect on and bracing of trusses and truss systems,seeANSI/W181 Quality CrIteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information avdktble from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 {Job Truss Truss Type / 'Qty [Ply Riverside Homes/Lot 122 ABCC/JK 1 T10024522. IJ160662 F10 Floor Girder 1 � 1 �_ I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:27 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv8glddMd6oDuDeAvXHmzPASIsPLawB5LLLNYCaryAiaQ 0-1-8 HI-11-3-0 I 2-1-8 { al 11_81 1-2-0 , 0-418 'Scale=1:37.3 8x8 II 3x6 FP— THAC426 THAC426 THA426 1.5x4= 1.5x4= 4x4= 7x10__ 3x6 I I 3x6 11 6x6= THA426 8x8= 1 2 3 4 5 6 7 8 9 10 11 12 30 13 • • •• , •29 A /\/ \/= ,/ \k i �I► 27 26 25 24 23 22 21 20 18 17 16 15 14 3x6 11 3x6 I 3x6 11 3x6 FP= 8x8 II 6x8 11 3x6 II 6x6= 3x6 I 4x7 II 10x12 M1 BENS-- 6-6-0 6.6.0 11-1-0 12-5-8 21.9.0 I 6.6.0 I 4-7-0 I 1-4-8 I 9-3-8 —j Plate Onsets(X,Y)-- [5:0.1-8,Edge],[7:0-3-0,Edge1j11:0-3-0 0 0-01113:0_1-8,Edge],[13:0-1-8,0-1-8],[17:0-3-0,Edge],[22:0-3-0,0-0-0],[29:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 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 10.0 Lumber 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/TP12007 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(ftat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. REACTIONS. (Ib/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 BOT 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 beck(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:14-28=-10,1-13=-100 Concentrated Loads(Ib) Vert:12=-718(B)10=-1260(B)11=-718(B)30=-718(B) � I V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.18V3201S BEFORE USE mil. Design valid for use only with MIIek a connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Belore use.the balling designer roust vedfy the at:plkablity of design parameters and properly incorporate this design into the overall bulking design. Bracing Indicated is to prevent budding of IndNkfud truss web and/or chord members only.Additional temporary and permanent bracing MITek" Is always required for stabtlty and to prevent collapse with possible personal him and property damage. For general guidance regarding the Ia rk:atkm,storage,delivery,erection and tracing of Misses a d 1111ss systems,seeANSI/IP11 Quality Criteria,DS8-89 and BCSI Butting Component 6904 Parke East Blvd. Safety Information available from Truss Plate InstIMe.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 . Job 1Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK 110024523: J160662 I F11 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:28 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-cOs?ridkZXO4GJUjgUUeif I291sNweAVa I Hm6HyAiaP 0-1-8 H 1-3-0 I 2-1-8 0-d 8 ale=1:37.3 5x5= 3x4= 5x5= 1.5x4= 4x4= 3x6 FP= 3x3= 1.5x4 I I 3x3= 3x3= 3x5= 4x4_ 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 27 ,i; - 1, 1, 1, 1/111Ver.... ./#1. Nilir al -- \ A /IV ..,; ►i • e ,w„, • te rd r 25 24 23 22 21 20 19 18 17 16 15 14 13 = 3x6-- 5.30 4x4— 3x3- 3x6 I1 3x6 1 3x6 II 3x6 FP= 3x4— 3x3= 1.5x4 11 4x4= 5x5= 3x3= 3x6 11 I 21 9 0 — 21-9-0 - Plate Offsets(X,Y)-- [1:Edge,0-1-8J,[11:0-1-8,Edgej,[27:0-1-8,0-0-12],[28:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) t/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.27 18-20 >953 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.42 18-20 >608 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.07 12 rVa n/a BCDL 5.0 Code FBC2014/fP12007 1 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.1D(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. lb -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. 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/03/201S BEFORE USE. • Design valid for use only with MIIekn connectors.This design Is based only upon parameters shown,and is for an individual building ca01,onent.not a truss system.Before use.the b ukcNng designer must verify the applicability of design parameters and properly incorporate thio design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary anpene dpermanent t'racing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. rot general guidance regarding the to rk:ation.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t coaly Ciliate,DSB-89 and BCSI Building Component 6904 Parke East Bled. Santry Information available from Truss Rate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. __--_- l Tampa.FL 33610 Job Truss Truss Type • •Qty 'Ply Riverside Homes/Lot 122 ABCC/JK TI0024524 J160662 F12 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:30 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-ZPzIGOf?58GoVdd5yuX6n4NODZbAOa9n 1 KmsAAyAiaN 1.3.0 i I- 2-1-8 1 0-11-8---1 1-2-0 0-1-8 Scale=1:36.7 4x4= 1.5x4= 3x6 FP= 1.5x4 II 4x7= 1.5x4 II 1.5x4= I 2 3 4 5 6 7 8 9 10 11 12 027 �� � A 28\ /_ /� �./ 25 24 23 22 21 20 19 18 16 15 14 kaA ea C4 II 7.il ,, 4x4= 1.5x4 II 3x6 FP= 1.5x4 II 4x4= 10-1-8 I 9-10-0 10A-0 16-2-8 I 214.0 9-10-0 0-Y-0 6-1-0 5-6-8 0-1-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,j27:o-1-8,0.0-12),[28:0-1-8,0-0-121___ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(TL) -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 >884 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.03 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 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.1D(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. (lb)-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 Ib 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. V WARNING-Welly design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*98-7473 rev.19032015 BEFORE USE. Design valid for use only with Miler&connectors.this design is based only upon parameters shown,and Is for an inclis4dual bul dksg component.notMN a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporay and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadng the fabrication.storage,delivery,erection and bracing of busses and truss systems,,seeANSI/1P11 Quilty Criteria,DSB-69 and SCSI Bulling Component 6904 Parke Easi Blvd. Soley Informalion avaliable horn Truss Plate Institute,218 N.lee Sheet.Sr.le 312,Alexandria.VA 22314. Tampa,Ft. 33610 Job Truss Truss Type ' •Oty Ply Riverside Homes/Lot 122 ABCC/JK J160662 F12A Floor 1 1 110024525 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:31 2016 Page 1 I D:3c RVn9hnna4ox8O7V8?aidyB2cv-I bX7TkgdsSOf 7nC I Vc2LKIwY7ywW 7zHxG_WQjcyAiaM 1-3-0I 2-1-8 0.11-� 1.20 4H8 Scale=1:36.7 4x4= 1.5x4= 1.5x4= 3x6 FP= 1.5x4 H 7x10= 3x6 II 3x6 I' 4x7 II 1 2 3 4 5 6 7 8 9 10 11 12 13 28 ilk \------ . • 7\ ' 1.1 / \../\./111 /1 .. Y V _ U ... 141 __ i 26 25 24 23 22 21 20 19 17 16 2915 4x4= 1.5x4 II 3x6 FP= 5x5= 1.5x4 II 5x5= 4x4= 4x4=- 10-1-8 10-1-8 I 9-10-0 1 Q-9 16-2-8 I 21-9-0 I 9-10-0 0.2-o 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,Edge),[14:Edge 0-1-81,j 7 0_1-8,Edge],[28:0-1-8,0-0-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell 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 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.21 23-24 >900 360 BCLL 0.0 Rep Stress Ina NO WB 0.57 Horz(TL) 0.04 14 n/a n/a BCDL 5.0 Code FBC20141TP12007 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.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: 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(lb) 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(plf) Vert:14-27.10,1-10=-100 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10934015 BEFORE USE Design valid for use only with Mlteb6 connectors.This design Is based only upon parameters shown-and Is for an Individual braking component,not . a truss system.Before use,the lulling designer must verify the appllcabllty of design parameters and property Incorporate this design into the overall lulling design. Bracing Indicated is to prevent budding of IndM dual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always reg.Med for stability and to prevent collapse with possible personal Injury and properly dcrncge. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Slaty Information available from Truss Plate Institute,218 N.Lee Street.Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type •Qty 1 Ply Riverside Homes/Lot 122 ABCC/JK 110024525 J160662 F12A Floor 1 1 _I__ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:31 2016 Page 2 ID:3cRVn9hnna4ox807V8?aidyB2cv-1 bX7TkgdsSOf7nC IVc2LKIwY7ywW 7zHxG_W QjcyAiaM LOAD CASE(S) Standard Concentrated Loads(lb) 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(Ib) 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) 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 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-27=-10,1-10=-20 Concentrated Loads(Ib) 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(pit) 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(Ib) 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(plf) 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(pit) 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 t I t A WARNING-Vivify daggn paramabrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rot,.10/73/2016 BEFORE USE Design valid for use only with Mitek➢connectors.Ihls design is based only upon parameters shown,and Is for an individual(wilding component,not a truss system.Before use,the twiidng 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. Addtfonal temporary and permanent tracing MiTek' fs always required for stability and to prevent collapse with posstle personal injury and property damage. For general guidance regarding the fabric:MkrL storage,delivery,erection and bracing of trusses and truss systems,seeANSI/ipi l Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdloble horn truss Plate Institute,218 N.Lee Street.Suite 312,MexarrcMcx VA 22314. Tanya.FL 33610 • Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK T10024525 J160662 F12A Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:31 2016 Page 3 ID:3cRVn9hnna4ox8O7V8?aidyB2cv1bX7TkgdsSOf7nCIVc2LKIwY7ywW7zHxG.WQjcyAiaM LOAD CASE(S) Standard Uniform Loads(plf) Vert:14-27=-10,1-10=-100 Concentrated Loads(Ib) Vert:17=-345(F)29=-159(F) Trapezoidal Loads(plf) 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(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 A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE*45-7473 rev.10/03/2015 BEFORE USE. pa. Design valid for use only with/Alekfr connectors.this design Is based only upon parameters shown,and Is for an Indvickral lxrkiing component.not a truss system.Before use.the txilding designer must verify the applicability of deslup parameters and property Incorporate this design Into the overall brMdhg design. Bracing Indicated is to prevent trickling 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 fatricatbn.storage,delivery,erection and bracing of trusses and tr.tss systems.seeANSt/IPI I Quality Crttsrla,DSB-89 and SCSI BuNdng 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 r • Qty Ply Riverside Homes/Lot 122 ABCC/JK 110024526 J160662 F13 GABLE 1 1 [Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:32 2016 Page 1 � � I D:3cRVn9hnna4ox8O7V8?aidyB2cv-Vn5 W h4hFdmW W 1xnU3JZasVSrrMSTsY34VeFzF2yAiaL -F18 0x8 Scale=1:27.2 3x3= 3x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 • • ♦ • • •• a • • • • /r. 0 1 - - .-.- e - • s--- _-6 •--a e a e---- ---• i i6'i i i i i i i i.K i i..�„i.4,,i i i i`i .„i..i:„:i,0i::,i":iii"i im.m i'«:i i„i i,iii JJi i�•i��i i..,„:iii i Ji`i:iii i:iO iii:i:O�v,i..i.iii iii,.��i i i'i i�invi i.Ji i i���4 i i i t-,.i im�i,-„: 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3= 3x3= 3x3- 3x3= 8-4-8 I 14.0 f 2-8-0 I 4-0-0 I 5-4-0 1 6-8-0 i 8.0.0 8[211 0-8-8 I 11-0-8 12.48 13.8-8 15.0-8 16-4.8 1 14.0 1-4-0 1-4-0 1-4-0 1-4-0 14-0 0-2-4 1-4-0 1-4-0 1-4.0 1.4.0 1.4-0 1-4-0 0-2.4 Plate Offsets(X,Y)-- [29:0-1-8,0-0-12],[30:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (Noe) I/defl Ud 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 - n/a 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 I Matrix-SH Weight:87 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10.0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.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. 1 1 it A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.100311016 BEFORE USE Design valid for use only with MI1ela)connectors.This design Is based only upon parameters shown,and Is for an Individual bidding component,not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' ek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tnrsses and truss systems.seeANSI/IPI1 Quality Criteria.DSB-89 and BCSI BuNdhlg Component 6904 Parke East Blvd. Safety Information available Born Teas Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa-FL 33610 Job Truss Truss Type Ory j Ply Riverside Homes/Lot 122 ABCC/JK T10024527 J160662 F14 Floor 12 1 i 1 ; 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:33 2016 Page 1 ID:3cRVn9hnna4ox8O7V87aidyB2cv-z_fuuPhtO3fMM5Mgd 14pPj7xymhfb_tEj I?W nVyAiaK 0-1-8 H 1 1-3-0 1 I 2-1-0 .0-4-0 Scale=1:15.6 3x6 1 1 2 3 3x6— 4 5 I 12 — % -1 1. • — • • 10 9 8 7 6 1.5x4 II 1.5x4 11 i______ 1-6-0 1 6-5-8 1 7-10-0 18-2.0I 1-6-0 4-11-8 1-4-8 0.4.0 Plate Offsets(X,Y)-- [6_Edge,0-0-12],[12:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) 1/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 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 Incr YES WB 0.11 Horz(TL) 0.02 5 n/a rVa BCDL 5.0 I Code FBC2014/TPI2007 Matrix-SH Weight:50 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. t M. 0 WARNING-VwNy design parameter*and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.I60Y201S BEFORE USE Design valid for use only with MITekS connectors.This design Is based only upon paameters shown.and is for an Individual bulling component.not a truss system.Before use,the building designer must verlry the appllcablity of design parameters and property Incorporate this design Into the overall bulking design. Brachg Indicated is to prevent budding of Indlvdual 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 hluy and properly damage. For general guidance warring the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSt/lPt I Quality Cdteda.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Trus Pate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I •Oty Ply Riverside Homes/Lot 122 ABCC/JK T10024528 J160662 FG01 FLOOR GIRDER 1 i j 3 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:33 2016 Page 1 ID:3cR Vn9hnna4ox8O7V8?aidyB2cv-z_fuuPht03fMM5Mgd 14pPj?sFinatboyEj I?W nVyAiaK 1.8-0I 1-10-12 2-0-0 I 1-2-12 Scale=1:23.2 1.5x4 it 1.5x4 I 4x10= 1 4x7= 17 24x7= 34x4= — 4354— 18 5 3x8 6 7 8 • • • r jj. \ • \ \ s • • < • /• i•—— ._______..__• _ — • M. 15 14 13 12 11 tOtoxlO= 5x5 Il 4x10= 457= 555= 555= 4x7= 555 I' 2-1-4 4-0-12 6-0-4 7-11-12 14-1-8 2.1 4 I" 1-11.8 I 1-11 8 I 1.11.8 I 6-1-12 I _f !!_( I)- 15:0-3.8,0-1-81,[9:Edge,0-3-8],[10:0-3-8,0-6-4],115:0-3-8,0-2-01 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Verl(LL) -0.15 12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Verl(TL) -0.36 12-13 >460 360 BCLL 0.0 Rep Stress Ina NO WB 0.87 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MSH I 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.1 D REACTIONS. (lb/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 if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 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) yen: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 •0 WARNING-Verify design parem ters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE PAI-7473 rev.18V3G015 BEFORE USE Design valid for use only with Milekw connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for skiNMty and to prevent collapse with possible personal Injury and property damage. For general gukknce regarding the fabrication,storage,delivery,erection and bracing of trusses and tru s systems,seeANSU1PI1 Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safely Intonation available from Truss Plate Institute.218 N.Lee Skeet.Suite 312.Alexandria.VA 22314. Tanga.FL 33610 Job Truss Truss Type •Qty Ply Riverside Homes/Lot 122 ABCC/JK T10024528 J160662 FG01 FLOOR GIRDER 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:33 2016 Page 2 I D:3cR Vn9hnna4ox8O7V8?aidyB2cv-2_fuuPhtO3fMM5Mgd 14pPj?sFinatboyEjl?W nVyAiaK LOAD CASE(S) Standard 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-16=-7,1-17=-67,17-18=-635,5-18=-452,5-7=-67,7-8=-13 Concentrated Loads(lb) 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 tilt A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M,TEK REFERANCE PAGE M/1-7473 ra..10/03/2O15 BEFORE USE. Design valid for use only with MilelrS connectors.this design is based only upon parameters shown,and is for an Indlvkdual building component,not a truss system.Before use.the building designer must verify the applicalility of design parameters and property incortxrate this design Into the overall Wading design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possbie personal krJury and property damage. for general guidance regarding the l ricatbrn,storage,delivery.erection and bracing of trusses and truss systems,seeANSt/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Tess Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 I • Job Truss Truss Type Qty {Ply 1 Riverside Homes I Lot 122 ABCC/JK T10024529 J160662 A01 Common Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:49:52 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-g5g0HOC92TU BynjojwrCF4o 1 REoi UQ2BIQZsgNyAiaz F 11.9.0 I 23-6.0 —__ 11-9-0 11-9-0 5x5= Scale=1:53.5 7 2x4 I i tin 2x4 II 6 B 8.00 . 2x4 II 2x4 I 5 9 2x4 I 2x4 II 4 10 2x4 1 2x4 II 3 11 2x4 II 12x2411 21111 12 i 6 1 ,i ... : :_in . . •...,13 4x7 I 24 23 22 21 20 19 18 17 16 15 14 4x7 L 555 - F--- 23-6-0 23'6 Plate Offsets(X,Y)-- 119:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 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 Incr YES WB 0.15 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:173 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 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. All bearings 23-6-0. (Ib)- Max Horz 1=-164(LC 10) Max Uplift All uplift 100 lb or less at joint(s)20,21,22,23,24,18,17,16,15,14,1,13 Max Gray All reactions 250 lb or less at joint(s)19,20,21,22,23,24,18,17,16,15,14,1,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;6=4511;L=24th eave=2ft;Cat. II;Exp B;End.,GCp1=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 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/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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,21,22,23,24, 18,17,16,15,14,1,13. ...... WARNING-VMIy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE GAGE MR-7473 rw.10/03i2075 BEFORE USE Mil' Design valid for use only with Mllekt9 connectors.Ibis design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must vert theparameters building design. Brod indicated h toprevent buckling N gn 5u lry of design r chord and rly Incorporate this design into the overall Ingng of Individual truss web and/or chord members only.Additional tempoiay and permanent bracing Is always required for skiAlty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Qually Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ava&Y'le horn Truss Plate Institute.218 N.Lee Sheet Suite 312 Alexantlna,VA 22314. Tampa.FL 33610 Job !Truss Truss Type • •Qty Ply Riverside Homes/Lot 122 ABCC/JK J160662 A02 Common 2 T10024530 1 i Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:49:53 2016 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-8HEmVkCnpnc2Zxl_HdMRnHL5Ce?2DgmLX4JPNpyAiay 6-9-0 11-9-0 16.9.0 23-6-0 6-9-0 I 5-0-0 5-0-0 6-9-0 5x5= Scale=1:54.9 3 n 8.00 12 11 12 1.5x4 II 1.5x4 ! 2 4 o N O 10 13 I 3x6‹- 3x6 1 , 5 - 9- 8 14 15 7 6 1.5x4 II5x8= 4x10= 1.5x4 I' I 6-9-0 I 16-9-0 23-6-0 i 6-9-0 10-0-0 6-9-0 Plate Offsets(X,Y)-- [8:0-4-0,0-3-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.32 7-8 >862 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Verl(TL) -0.57 7-8 >490 180 BCLL 0.0 • Rep Stress Incl YES WB 0.38 Horz(TL) 0.01 6 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 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. REACTIONS. (lb/size) 9=859/0-5-8,6=859/0-5-8 Max Horz 9=-198(LC 10) Max Uplift 9=-168(LC 12),6.168(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1015/251,2-3=-1057/409,3-4=-1051/405,4-5=-1015/252,1-9=-818/228, 5-6=-817/228 BOT CHORD 7-8=-57/608 WEBS 3-7=-198/584,4-7=-378/243,3-8=-202/586,2-8=-382/246,1-8=-84/763,5-7=-86/764 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=45ft L=2411 eave=oft;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 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 psi bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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=168,6=168. 0 WARNING-Verity duJgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1.7473 rw.101032015 BEFORE USE ml Design valid tor use only with Mlleleb 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 aprllcabllty of design parameters and properly incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always requited(or stability and to prevent collapse with passible personal injury and property damage. For general guIdaice regarding the fabrication,storage,delivery,erection a d bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tarrpa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Lot 122 ABCC/JK T10024531 J160662 A03 Common 5 1 II Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:49:54 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-cTo8i4DPa5kvB5tBrLtgKVuGy2LHyHoUIk2yvFyAiax 6-9-0 11-9-0 16-9-0 23.6.0 6-9-0 1 5-0-0 I 5-0-0 6-9-0 5x5- Scale=1:54.9 3 8.00 Fir 11 12 1.5x4 i I 1.5x4 II 2 4 • Q h 6 10 1111113 3x6* 3x6 t 5 1 ,/iliii 1 14 15 9 B 7 6 1.5x4 I5x8= 4x10= 1.5x4 I I 6-9-0 I 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(psf) SPACING- 2-0-0 iCSI. I DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.32 7-8 >862 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.57 7-8 >490 180 BCLL 0.0 * Rep Stress lncr YES WB 0.38 Horz(TL) 0.01 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MSH Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, SOT 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. REACTIONS. (lb/size) 9=859/0-5-8,6=859/0-5-8 Max Horz 9=198(LC 11) Max Uplift 9=-168(LC 12),6=-168(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forc es 250(Ib)or less except when shown. TOP CHORD 1-2=-1015/251,2-3=-1057/409,3-4=-1051/405,4-5=-1015/252,1-9=-818/228, 5-6=-817/228 BOT CHORD 7-8=-57/608 WEBS 3-7=-198/584,4-7=-378/243,3-8=-202/586,2-8=-382/246,1-8=-84/763,5-7=-86/764 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=45f1;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,Intenor(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 20.0psf 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 Qt=lb) 9=168,6=168. t 0 WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10032015 BEFORE USE la Design valid for use only with MITekS connectors.Itis design Is based only upon parameters shown,and Is for an Individual building component,not a tars system.Before use,the building designer must verify the applicabalty of design parameters and properly incorporate this design Into the overall braking design. BracingIndicated is to prevent bucklingof indMdual truss web and/or chord members v / only.Additional temporary and permanent bracing MiTek' k always required for stability and to prevent collapse with possible personal knKay and properly damage. For general guidance regardng itxr fabrication,storage,delivery-erection and bracing of trusses and truss systems,seeANSI/TPt 1 Quality Criteria.DSB-69 and SCSI Building Component 6904 Parke East Blvd. Sdey Information available from Truss Plate knsltute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • a Job I Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK J160662 1A04 Common 4 1 710024532, � __� Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:49:55 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-4gMWwQE I LOslpFSNP2PvtiQRhSgUhkEe_.OoW RiyAiaw 6-9-0 11-9-0 16-9-0 22.11.0 i- — f — i— I 6-9-0 5-0-0 5-0-0 6-2-0 5x5= Scale=1:54.9 3 8.00 12 1213 j 14 411 1.5x4 H 1.5x4 II 2 4 c M d I 3x5 3x6�i b1.g , /i Y 14, . 011111111111111.1.Mm.._ 1110111111. 49 10 9 a i. ,5 ,6 8 76 1.5x4 li5x8= 3xe= 2x5 II 6-9-0 16-9-0 22.11-0 I-- 6-9-0 i — 10 0-0 I 6.2-0 I Plate Offsets(X,Y)-- [9:0-4-0,0_3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.32 8-9 >842 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.58 8-9 >469 180 BCLL 0.0 ' I Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 7 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-5 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, Except: 6-0-0 oc bracing:7-8. REACTIONS. (lb/size) 10=832/0-5-8,7=838/Mechanical Max Horz 10=206(LC 11) Max Uplift 10=-162(LC 12),7=-161(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-981/243,2-3=-1023/400,3-4=-961/378,4-5=-915/228,1-10=-794/222, 5-7=-809/220 BOT CHORD 8-9=-71/575 WEBS 3-8=-175/494,4-8=-357/230,3-9=-202/594,2-9=-381/245,1-9=-77/734,5-8=-103/739 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=45tt;L=24ft;eave=4ft;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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)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) 10=162,7=161. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI7473 rev.1003/2015 BEFORE USE 1 • Design valid for use only with MIlekrS connectors.This design Is Laspatux ed only upon meters shown,and is for an individual bu ldhg component,not 11111 o truss system.Before use,the building desigmor must verify the appIlcdNlly of design parameters and property Incoiporale this design Into the overall balding design. Bracing indicated Is to prevent bucldltg of individual truss web axd/or chord members only.Additional temporary<rid permanent bracing Is always required for stability and to prevent collapse with possible e personalinjury and property damage. For general guidance regarding the MiTek fatxk:atkxn.storage,delivery,erection and bracing of hisses and puss systems.seeANSI/IP11 Quality Creech,DS8.89 and SCSI Building Component 6904 Parke East Bird. Safety information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Nexanchla.VA 22314. Tampa.FL 33610 Job Truss 'Truss Type , •Qty i Ply Riverside Homes/Lot 122 ABCC/JK J160662 A05 Monopitch Supported Gable 1 1 1 710024533 1 I 'Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:49:56 2016 Page 1 I D:3c RVn9hnna4ox807V8?aidyB2cv-Yswv7mFg6i_cQP 1 Zylw6PwzeGr6nQFgnD2X3_ByAiav 10-2-8 __ 10-2-8 3x4 116 Scale=1:43.6 2x4 11 ri 5 8.00;12 2x4 I I 4 i II 2x4 11 I, 3 2x4 11 r 2 i 1 %, u i TITS 4x7 i 1 11 10 9 8 7 1.5x4 I 1.5x4 1 1.5x4 I 1.5x4 it 3x4 .I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a - n/a 999 BCLL 0.0 . Rep Stress Ind YES WB 0.10 Horz(TL) 0.00 7 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:76 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 WEDGE Left:2x4 SP No.2 REACTIONS. All bearings 10-4-0. (Ib)- Max Horz 1=247(LC 9) Max Uplift All uplift 100 lb or less at joint(s)7,8,9,10,11,1 Max Gray All reactions 250 lb or less at joint(s)7,8,9,10,11,1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-427/418,2-3=-316/317,3-4=-254/269 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(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&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/I-PI 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)7,8,9,10,11,1. 1 1 V WARNAVG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AW-7473 rev.10/03/2015 BEFORE USE. lkxla n valid for use only with Mitei &connectors.Ills design Is based only upon parameters shown,and Is for an krdMdual t ulding component.not • a truss system.Before use,the building designer must verity the appllcabllry of design parameters and properly incorporate this design into the overall twXdng design. Bracing in lcated Is to prevent budding of individual huss web and/or chord members only.Additional temporary and permanent bracing is always required for stability end to prevent collapse with possble personal hyuy and property damage. For general gukknce regarding the MiTek' fabrication,storage,dolhery,erection and bracing of trusses and truss systems.seeANSUTPtt Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Irlorrnatton available horn Truss Plate Instfute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty l Ply Riverside Homes/Lot 122 ABCC/JK 110024534 J160662 601 Common Supported Gable 1 1 ' Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:49:57 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-02UHK6FIt06T2Zcm W TR Ny7VuJFVm9j3xSiHd WayAiau F_ 12-3-14 24-8-0 12-3-14 } 12-4-2 Scale=1:41.9 6x6= 7 2x4 II at2x4 II 6 8 5.00 12 2x4 II P7 28 2x4 II 5 9 2x4 I 2x4 I 4 10 2x4 I2x4 II 3 i. 11 2x4 II 26 i 29 2x4 II 2 rl I a 12 , I 1 . I 13 .•�.......19 �' ...I9 E 9 .. E 6 E' E 0 ly'' 3x425 2423 22 21 20 19 18 17 16 15 14 3x4 3x4- 24-8-0 ----- ----- Plate Onsets(X,Y)-- [7:0-2-14,Edge] — 24-8-0 — _ -- - _— ..----- - -- ------------------ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lora) I/defl Lid i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 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 Incr YES WB 0.04 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code FBC2014/fPI2007 Matrix-SH j Weight:140 lb FT=20% LUMBER- 1 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 • B01 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 24-8-0. (ib)- Max Horz 1=65(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,13,20,21,22,24,25,18,17,16,15,14 Max Gray All reactions 250 lb or less at joint(s)1,13,19,20,21,22,24,25,18,17,16,15,14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=25ft eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1.12 to 12-3-14,Corner(3) 12-3-14 to 15-3-14 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)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)1,13,20,21,22, 24,25,18,17,16,15,14. r I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEK REFERANCE PAGE MA-7473 rev.1O 03f2015 BEFORE USE ig Design valki for use only wlth MITekl0 connectors.This design Is based only upon parameters shown.and Is to an k-divkdual building component.not I a truss system.Before use.the I wilding designer must verify the applicablity of design parameters and properly hcorpxruto this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always requked for stability and to prevent collapse with possbie personal Injury and property damage. For general gldance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/1Pl I Query Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bid. Safety Information avdkEle from Bros Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. 1 Tampa.FL 33610 Job I Truss Truss Type •j Qty I Ply Riverside Homes/Lot 122 ABCC/JK 110024535 J160662 I B02 Common 1 1 l 1___ Job Reference(optional) Manning Building Supplies, Jaksonvilte,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:49:58 2016 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-VF2fYRGwdJEKgi By4AycUL2xiff4uxR4gM0A21 yAiat H---- 6-3-11 _ I 12.3-14p 18-4-1 I 23-10-12 6-3.11 6-0-3t 6-0-3 5.6.11 0-9.4' 4x4= Scale=1:43.3 3 n_ 5.0012 ilier .111411111N14 or 4x4 4x4 2 4 it b 12 15 1.5x4 I 3x4 II 2x5 it 1 5 6 r/ I - K2 Ii 10 16 17 9 7 11 6x6= 3x4= 3x5= 8 3x4=2x4 I I 24.8.0 I 8.3.13 I 16.3•15 I 23-10-12 16.13 _ 02-22q�,12��88 8-3.13 8.02 1 0-A I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.28 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.05 8 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=878/0-3-8,8=926/0-5-8 Max Horz 11=-92(LC 10) Max Uplift 11=-171(LC 12),8=-181(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-272/110,2-3=-1283/387,3-4=-1225/369 BOT CHORD 10-11=-311/1229,9-10=-178/888,8-9=-277/1139 WEBS 3-10=-92/449,3-9=-73/369,2-11=-1178/289,4-8=-1149/294 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=25ft eave=4ft;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 12-3-14,Exterior(2) 12-3-14 to 15-3-14 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=171,8=181. 1 0... WARNING-Vitrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mq-7473 ray.10/03/I075 BEFORE USE. • Design valid for use only with Miiekh>connecters.This design is based only upon parameters shown,and is for an indh4riti i bold) component, a truss system.Before use,the building do Iron must veal the bolding Potlenonot Ys SET sk verily applicability of design parameters and properly incorporate this design Into the overall bxildIng design. Bracing Indicated Is to prevent buckling of individual truss web and/of chord members only.Additional temporary and permanent bracing ' Is always required for slaWtty and to prevent collapse with possible personal him/and properly damage. For general guidance regarding the M iTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/wI l Quality Criteria,038-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdt ale from Truss Plate Institute,218 N.bee Street,Suite 312.Alexandria,VA 22314. Tanga.FL 33610 !Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK iJ160662 1B03 Common 1 1 110024536 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fn Dec 09 11:49:59 2016 Page 1 I D:3c RVn9hnna4ox8O7V8?aidyB2cv-zRb 1InHYOdMBHsm8euTr 1 Yb6S3?JdOhDvOmjaTyAias 6-3-11 12-3-14 18-4-1 23-10-12 4-8- I 6-3.11 I 6-0-3 — 6-0-3 4 5-6-11 ?0.9.4q 4x4- Scale=1:43.3 3 r 5.00 12 1,111111111111.9'13 14 4x4 4x4 2 4 12 15 1.5x4 ; 3x4 52x5 II 1 6 r _� 131 IE o 11 10 16 17 9 7 3x4= 3x5= 8 6x63x4=2x4 II I —$-313 I 16-3-15 I —23-10.12 T4-8-4 8-3-13 8.0-2 7-6-13 0.9.4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.28 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.05 8 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 11=878/0-3-8,8=926/0-5-8 Max Horz 11=-92(LC 10) Max Uplift 11=171(LC 12),8=-181(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-272/110,2-3=-1283/387,3-4=-1225/369 BOT CHORD 10-11=-311/1229,9-10=-178/888,8.9=-277/1139 WEBS 3-10=-92/449,3-9=-73/369,2-11=-1178/289,4-8=-1149/294 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=45fh L=25ft;eave=4fh 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 12-3-14,Exterior(2) 12-3-14 to 15-3-14 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)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) 11=171,8=181. 1 i A WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111-7473 rev.ICV03P2015 BEFORE USE. Design valid for use only with Mllekb connectors.This design is based only upon parameters shown,and is fa an Individual bulding component.not ' a truss system.Before use.the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall briding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent coliapse with possible personal filmy and property damage. For general arida-ice regarding the falxk:ation,storage,delivery,erection and bracing of trusses and truss systems.seeANSUTPI I<Waft Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information avdkable from Truss Plate Institute.218 N.Lee Street.Salle 312.Aiexan drla,VA 22314. Tampa.FL 33610 e Job Truss Truss Type Oty Ply Riverside Homes/Lot 122 ABCC/JK 1100245371 J160662 804 Common 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:00 2016 Page 1 I D:3cR Vn9hnna4ox8O7V8?aidyB2cv-Rd9Pz71A9xU2vOLKBb_4Zm7HCTLIMrsN8gVH7vyAiar 6-3-11 12-3-14 18-4-1 24-1-8 6-3-11 I 6-0-3 I 6-0-3 i 5-9-7 4x4= Scale=1:40.9 3 in 5.00 1-12 12 lily 4x4 i 4x4 2 4 r• / 10 13 3x4 11 2x5 I I 1 5 .41 IR 4 [I li ►_ 8 14 15 7 9 3x5= 6x6= 3x4= 6 3x4= I 8-3-13 I — 16-3-15 24-1-8 8-3-13 8-0-2 } 7-9-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.15 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.29 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=882/0-3-8,6=882/0-5-8 Max Horz 9=97(LC 11) Max Uplift 9=-172(LC 12),6=-172(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-273/110,2-3=-1290/390,3-4=-1245/379 BOT CHORD 8-9=-326/1235,7-8=-192/895,6-7=-302/1161 WEBS 3-8=-93/447,3-7=-78/384,2-9=-1184/294,4-6=-1209/303 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=25it;B=45ft;L=24th eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 12-3-14,Exterior(2) 12-3-14 to 15-3-14 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=172,6=172. i 0 WARNING-V n Verify design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE M&7473 rev.10'03/2O15 BEFORE USE. NI Design valid for use oily with MIIekr8 connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly hcorp rate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndIviduol truss web and/or chord members only. Additknal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with p ossbie personal injury and properly damage. For general guidance regarding the fatricatkrn.storage.delivery.erection and bracing of trusses and truss systems.seeANS1/1PI1 Quality Criteria,DSB-89 and SCSI Bolting Component I 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria VA 22314. Tana.FL 33610 !Job Truss Truss Type 1 • Qty Ply Riverside Homes/Lot 122 ABCC/JK T10024538 J160662 B05 Roof Special 1 1 i i Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:01 2016 Page 1 I D:3cRVn9hnna4ox807V87aidyB2cv-vgjoATJowEdvXAvXIJVJ6zgSxsf K5H3W MKFgf LyAiaq { 6.3.11 12-3-14 18.4-1 _ 20.11.1 24-1-8 6311 6.0.3 { 6-0-3 2-7-0 { 3-2-7 —{ Scale=1:42.4 4x4= 3 5.001. 1314 4x4 4 3x4 C 2 4 aTCt _ \ 4 4x4= 3x4= iO 12 5 6 D. n 3x4 I . 1 _ r: N d _ = -Allk=.-•.= , it 10 15 t6 9 8 6x6= 354= 7 3x5= 3x10= 1.5x4 II 8-3-13 I 16-3-15 20-11-1 24-1-8 8-3-13 i- _ 8-0-2 { 4-7-2 { 3-2-7 { LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.14 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.29 9-10 >997 180 BCLL 0.0 * Rep Stress Ina YES WB 1.00 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. REACTIONS. (lb/size) 7=882/0.3-8,11=882/0-5-8 Max Horz 11=125(LC 11) Max Uplift 7=-173(LC 12),11=-171(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-271/111,2.3=-1291/391,3-4=-1234/376,4-5=-1069/307,5-6=-958/268, 6-7=-846/244 BOT CHORD 10-11=-392/1236,9-10=-259/894,8-9=-335/1156 WEBS 3-10=-91/453,3-9=-83/372,4-8=-286/89,5-8=-492/152,6.8=-310/1202, 2-11=-1187/286 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=2511;B=45ft;L=2411 eave=4ft;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 12-3-14,Exterior(2) 12-3-14 to 15-3-14,Interior(1)20-11-1 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=Ib) 7=173,11=171. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Aro-7473 rev.10/03,2015 BEFORE USE 1 valid for use only with Mitekts:connectors.This design is basedown only upon parameters shown,and Is for an indMd al building component,not es Design a truss system.Before use,the building designer must verify the applk:abliN of design parameters and popedy incorporate this design Into the overall larking 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 ref stability and to prevent collapse with possible persond injury and property damage. For general guidance r the fabrication,storage,delivery,erection and bracing of Irusses and truss systems,seeANSVlPI1 Gully Cdtsdo,05949 and SCSI Building Componanf 6904 Parke East Blvd. Safety Information avaltabie from truss Plate Institute.218 N.lee Street.Sate 312,Alexandria.VA 22314. Tanya,FL 33610 , Job Truss Truss Type I Qty 'Ply Riverside Homes/Lot 122 ABCC/JK 110024539 J160662 B06 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:02 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-NOHAOpJQhYlm9KUjJ01 YfBDbGG?RgkLgb__NBoyAiap F_____ 6-3.11 12-3-14 I 18-11.1 24-1-8 6-3-11 6-0-3 6-7-3 I 5-2-7 Scale=1:42.4 4x4= 3 5.00 fir13 12 4x4 141111111111114nop 2 4x4= 3x5= 4 5 'a .► .,\01 cv da �' 14 11 3x4 I rn 1 6 iiiLcr IA ' 8 109 e 15 16 8 7 K 3x5= 6x6= 3x4= 3x5= 6 1.5x4 II I 8-3-13 _163-15_ I 18-11-1 l 24-1-8 { 8-3-13 --- 8-0-2 _ 2-7-2 5-2-7 Plate Offsets(X,Y)-- [9:0.3-0,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lord) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I IC 0.60 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.29 8-9 >978 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.04 6 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-13 oc bracing:9-10. REACTIONS. (lb/size) 6=882/0.3-8,10=882/0-5-8 Max Horz 10=144(LC 11) Max Uplift 6=-173(LC 12),10=-171(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-273/113,2-3=-1291/393,3-4=-1211/361,4-5=-1114/338,5-6=-828/262 BOT CHORD 9-10=-425/1235,8-9=-294/898,7.8=-345/1144 WEBS 3-9=-89/453,3-8=-61/336,4-7.655/218,5-7=-355/1296,2-10=-1184/286 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=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(])3-1-12 to 12-3-14,Exterior(2) 12-3-14 to 15-3-14,Interior(1)18.11-1 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=lb) 6=173,10=171. 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NII-7473 rev.10/03/201S BEFORE USE. tiff Design valid for use only with Welds/connectors.This design is based only upon ix v'sneters shown.and Is for an Individual hs4kling component,not a truss system.Before me,the bulking designer must verity the applicability of design pxrarnelors and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of IndMdual mess web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stabkity and to prevent collapse wtth possible personal[Filmy and property damage. For general guidance regarding the latrk:atlon,storage.delivery,erection and bracing of trusses and tarn systems,seeANSI/TPI l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely IMormatton available from Trims Plate institute.218 N.Lee Street.Salle 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK J160662 1807 Roof Special 1 T10024540 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:02 2016 Page 1 ID:3cRVn9hnna4ox807V8?aidyB2cv-NOHAOpJQhYImeKUjJ01 Yf BDZSG?zgkQgb-_NBoyAiap 6.3.11 12-3-14 16-11.1 24-1-8 { 6-3-11 6-0-3 f 4-7-3 7.2.7 Scale=1:42.4 4x4= 3 5.0012 iljpor 12 5x5= 3x5= 4x4 4 5 2 OilM I 13 03 10N r0 10 ‘%4 3X4 I a 1 rc r /' lt' i 8. A 8 14 15 - 9 3x4_ 6x6= 7 6 3x10= 2x411 I 8-3-13 I 16-11-1. -_ P4-1-8 I 8-3-13 8-7-4 7-2-7 Plate Offsets_(X,Y) [8:0-3-0,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.19 7-8 >999 240 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.38 7-8 >751 180 I BCLL 0.0 ' Rep Stress Inca YES WB 0.99 I Horz(TL) 0.04 6 n/a n/a I BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing. WEBS T-Brace: 1x4 SPF Stud-2-9 Fasten(1 X) T and I braces to narrow edge of web with 8d (0.113"x2.5')nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 6=882/0-3-8,9=882/0-5-8 Max Horz 9=162(LC 11) Max Uplift 6=-186(LC 9),9=-170(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-266/111,2-3=-1295/397,3-4=-13021433,4-5.1127/347,5-6=-822/276 BOT CHORD 8.9=-459/1240,7-8=-321/889 WEBS 3.8=-95/459,3-7=-141/483,4-7=-802/316,5-7=-348/1260,2-9=-1197/294 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=45ft;L=2417 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 12-3-14,Exterior(2) 12-3-14 to 15-3-14,Interior(1)16-11-1 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=1b) 6=186,9=170. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/-7473 rev.10032015 BEFORE USE mil. Design valki for use only with Weld)connectors.This design Is based only upon parameters shown,and Is for an kxilvldual 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 briding design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property danage. For general guidance regarding the fabrication,storage,deltvery.erection and tracing of lasses a d truss systems.seeANSI/1PI1 Quilty Criteria,DSB-E9 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Stile 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type ' • i Qty Ply Riverside Homes/Lot 122 ABCC/JK T10024541 J160662 B08 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:03 2016 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-rCrYb9K3SstdmU3vtkYnBOloVgMdZBkpgekxjEyAiao i 6-3-11 I 12-3-14 I 14-11-1 I 19-4-8 24-1-8 i 6-3-11 6-0-3 2-7-3 4-5-8 I 4-9-0 Scale=1:42.9 454= 3 4x4= --- 1.5x4 II. 5.00112 3x4= . 12 4 6 4x4% ! 13 2 I o >00000001111101.1111fr m 3x4 II 1 v c 10 9 14 15 8 K 5x5= 7 3x5= 3x8= 3x4= I 8-3-13 14-11-1 - { 24-1-8 8-3-13 I 6-7-4 -- 9-2-7 Plate OffsetsjX,Y)-- [9:0-2-8,0-3-0] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.19 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.48 7-8 >596 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.04 7 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 4-6-8 oc purlins, SOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. REACTIONS. (lb/size) 7=882/0-3-8,10=882/0-5-8 Max Horz 10=181(LC 11) Max Uplift 7=-215(LC 9),10=-169(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-279/107,2-3=-1284/401,3-4=-1166/400,4.5=-1043/339 BOT CHORD 9-10=-492/1231,8-9=-347/900,7-8=-272/680 WEBS 3-9=-107/419,3-8=-124/434,4-8=-583/235,5-8=-125/546,5-7=-960/333, 2-10=-1173/301 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.Opsh h=2511;B=45th L=2411;eave=4lt 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 12-3-14,Exterior(2) 12-3-14 to 14-11-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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) 7=215,10=169. t f 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7473 rev.1603/201S BEFORE USE. Design valid for use ory with MilekiS connectors.INS design is tbsecf only upon parameters shown,and Is for an kyly dual building component-not mg a truss system.Before use-the building designer must verify the applicability of design parameters and properly bulding design. Brachg Indicated is to prevent buckling of kWividual truss web and/or chord memberoNNy. dditioonnall temps designW them overall • temporary permanenttxacing MiTek Is always regrired for stability and to prevent collapse with possible personal frtk+v and properly damage. Tor general guidance regarding the fabrication,storage,delivery,erection arxd bracing of trusses and truss systems,seoANSI/IPI1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate kulttute,218 N.Lee Street.Suite 312.NexandrIa.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Lot 122 ABCC/JK 110024542 J160662 1809 Hip 1 1 Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:04 2016 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-JPPwoVLhD9?UOde60R30kclwX4igleyy3ITUGgyAian — 6-3-11 11-8-11 16-3.15 24-0-0 - 24j1-8 6-3-11 .5-5-0 4-7-4 7-8-1 0-1-8 Scale=1:41.5 5x5= 1.5x4 11 3x5- 4 3 12 138 14 5 d 8- 5.00 12 _- 4x4 11 2 \ cl' 10 1 ,� 3x4 I I 1 r Y. •• • 8 15 16 7 17 9 3x5= 6x6- 6 3x10= 2x4 II 8-3-13 16-3-15 24-1-8 -- 8 3 13 _ 8-U-2 7-9-9 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 , Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 7.0 ! Lumber DOL 1.25 BC 0.78 I Vert(TL) -0.29 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. REACTIONS. (lb/size) 9=882/0-5-8,6=882/0-3-8 Max Horz 9=196(LC 9) Max Uplift 9=-168(LC 12),6-252(LC 9) Max Gray 9=882(LC 1),6=886(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.2=-278/112,2-3=-1288/394,3-4=-872/325,4-5=-872/325,5-6=-814/309 BOT CHORD 8-9=-548/1231,7-8=-405/925 WEBS 3-8=-105/403,4-7=-406/224,5-7=-355/1055,2-9=-1176/290 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=oft;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 11.8.11,Exterior(2) 11-8-11 to 15-11-10 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)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=lb) 9=168,6=252. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE mg , Design valid for use only with MI lekl5 connectors.ihls design Is based only upon parameters shown,and Is for an Individual balding component,not a truss system.Before use,the building designer must verify the ap pilcablity of design parameters and riot.rly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of kxdlvldual truss web and/or chord members only.AdditIon l temporary and permanent bracing Mi Is always required for stability and to prevent collapse with possible personal Injury d properly damage. For general guidance regarding the MiTek' re fabrication.storage,delivery,erection and bracing of trusses and truss systems seeANSI/TPI1 Quality Criteria,DS$-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available tram buss Plate insltlule.218 N.Lee Street.Stile 312.Alexandria VA 22314. Tarrpa,FL 33610 • • Job ,Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK I T10024543 J160662 B10 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:05 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-nbzlOrMJ_T7L?nDl_BaFGpr60U2Q19A6HyD2o7yAiam 7-0-2 13-8-11 17-10-6 22-0-0 24-1.8 I I I -I ----1 7-0-2 6-8-10 4-1-10 4-1-10 2-1-8 5x5= Scale=1:43.6 3x4= 4x4= 3 4 5 3x5 5.00112 r\\ 13 4x4 2 / a n 12 / 7s41 3x4 1 � r a TA 10 14 15 9 16 17 8E. 11 01 17 3x5= 6x6= 3x4= 3x8_ 1.5x4 II 8-3-13 16-3-15 22-0-0 24-1-8 I-- 8-3-13 f 8-0-2 — 5-8-1 I 2-1-8 I LOADING (psf) SPACING- 2-0-0 f CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.13 9-10 >999 240 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.27 10-11 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.74 i Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-11 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-2-11 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 11=882/0-5-8,7=882/0-3-8 Max Horz 11=207(LC 11) Max Uplift 11=-168(LC 12),7=-200(LC 9) FORCES. (Ib)•Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-300/128,2-3=-1322/420,3-4=-731/293,4-5=-299/185,5-6=-343/191, 1-11=-254/138,6-7=-864/298 BOT CHORD 10-11=-530/1252,9-10=-358/834,8-9=-280/673 WEBS 2-10=-266/192,3-10=-161/544,4-9=-101/438,4-8=-728/251,2-11=-1161/267, 6-8=-277/768 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=24it eave=4ft;Cat. II;Exp B;End.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1.12 to 13-8-11,Exterior(2) 13-8-11 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=1b) 11=168,7=200. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verily design paremsters and READ NOTES ON THIS AND INCLUDED MNEK REFERANCE PAGE M$-7473 rev.1003/2015 BEFORE USE. I Design valid for use only with MWTeisS connectors.This design Is based only upon parameters shown.and Is for an individual bukiing component.notla a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal hluy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and brachg of trusses and truss systems.seeANSI/TPI I Quality Criteria.DSB-89 and SCSI Butting Componont 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ' ,�(Hy Ply Riverside Homes/Lot 122 ABCC/JK 110024544 J160662 B1t Hip j1 1 __i_ _ --_ j Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:06 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-GnXhDBMxInFCdxoUYsSUp I NJMtOFmYRFW bybKZyAial 6-3-11 12.3.14 15-8-11 20.0.0 _ 24-1-8 i — 6.3 11 -- I 6 0-3 I-- 3-4-13 i 4-3 5 4 1.8 --1 4x4= Scale=1:47.2 5x5- 4 5 13 r \ 3x4 1.5x4 II 5.00 12 3 6 12 4x4 2 \ co r; \ if, l':'0 11 . k , 3x4 II 1 'j r_ ■ C.1 r. 9 14 15 a 16 17 Cr 10 7 3x5- 6x6= 3x8= 3x4= 8-3-13 163-15 24.1-8 8313---- 8-0-2 7-9-9 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 � BC 0.79 Vert(TL) -0.28 9-10 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.99 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:153 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-11 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-7 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 10=882/0-5-8,7=882/0.3.8 Max Horz 10=217(LC 11) Max Uplift 10=-168(LC 12),7=-176(LC 12) Max Gray 10=882(LC 1),7=900(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-277/111,2-3=-1288/394,3-4=-728/298,4-5=-645/289 BOT CHORD 9-10=-518/1237,8-9=-397/928,7-8=-208/430 WEBS 3-9=-86/405,3-8=-484/211,5-8=-156/597,2-10=-1177/289,5-7=-816/325 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=4.2ps1;BCDL=3.Opsf;h=25ft;6=4511;L=24f1;eave=4fh Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3.1-12,Interior(1)3-1-12 to 15-8-11,Exterior(2) 15-8-11 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 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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 Qt=1b) 10=168,7=176. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. • V WARNING-Welly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.I0/03/2015 BEFORE USE. Design valid for use only with Mnekeu connectors.This design is bred only upon parameters shown,and is for an txllvidual tuldhg component,notIII a truss system.Before use,the hulking designer must verify the applicabllry of design parameters and properly Incorporate this design hto the overall bumming design. Bracing indicated Is to prevent buckling of IndNMdud truss web acrd/or chord members only.Additional temporary and permanent bracing MiTek" is always required tor stabllly and to prevent collapse with possde personal Injury and property damage. For general guidance regadhg the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/t'PI I Quality Crfteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available&xn Truss Plate Institute,218 N.Lee Street.Suite 312,Adexarrdda,VA 22314. Tanga,FL 33610 Job Truss Truss Type • •;Qty j Ply Riverside Homes/Lot 122 ABCC/JK 110024545 J160662 812 Common 2 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:07 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-kz43R W NZW 4N3F5Nh6ZcjMEwU 1 HgjV?2PIFi8s?yAiak 6-1-13 12.0.117-10-6 24-1-8 1 6-1-13 I 5-10-5 i 5-10-5 6-3-2 I 4x4= Scale=1:49.3 4 1 5.00 ,2 11 12 3x4 3x5 3 5 11 1 \, 000000;000„.......2x5 2 d 3x4 I I \ i 8 13 147 1.5x4 116 9 3x4 6x6- 3x8= 8-1-11 17-10-6 24-1-8 ' 6-1-11 I 9-8-11 i 6-3-2 I Plate Offsets(X,Y)-- [2:0-2-8,0-3-0),[8:0-3-0,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.25 7-8 >999 240 MT20 244/190 1 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.52 7-8 >547 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.04 6 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:144 lb FT=20% — I — 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 2-2-0 oc bracing. OTHERS 2x4 SP No.2 WEBS 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. REACTIONS. (lb/size) 9=882/0-5.8,6=882/0-3-8 Max Horz 9=228(LC 11) Max Uplift 9=-168(LC 12),6=-176(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-254/110,2-3=-1301/372,3-4=-625/256,4-5=-621/242,5-6=-839/291 BOT CHORD 8-9=-473/1237,7-8=-364/924 WEBS 3.8=-67/441,3-7=-585/216,2-9=-1209/271,5-7=-205/686 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=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 17-10-6,Exterior(2) 17-10-6 to 20-10-6 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=168,6=176. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)Is always required. 1 0 WARNING-Varity design paramatas and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rot!10932016 BEFORE USE mg Design valid for use only with MITekIS connectors.This design Is based only upon parameters shown,and is for an individual bulding component,not a truss system.Before use.the building designer must verify the o(X Ikablity of design parameters and properly incorporate this design Into the overall holding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek is always requied(or stability and to prevent collapse with posstfe personal Injury and properly damage. for general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSUiP11 Quality Criteria.DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety IMormatlon avdlable ions Truss Plate institute,218 N.Lee Street Suite 312,/dexandda,VA 22314. Tampa.FL 33610 • Job Truss Truss Type I Oty Ply Riverside Homes/Lot 122 ABCC/JK T10024546 J160662 CO1 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:08 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-CAeResOBHOVvsFytlH7yuSTX7h2SEVpYzvRiPRyAiaj 7.0.0 11-7-12 16-7-0 7-0-0 4-7-12 I - 4-11-4 -; Scale=1:33.2 NAILED NAILED 4x7= 4x4= NAILED NAILED NAILED 3x4= NAILED 6x10= 3 14 15 4 16 17 18 19 5 5.00 112 1L__--_ --- n n n 5x5 2 18 v d � c N • nnn nn nn 20 21 7 22 23 24 25 26 6 HTU26 HTU263x4_ NAILED NAILED NAILED NAILED Bx8_ 5x - 12 II NAILED NAILED 7-0-0 16-7-0 7-0-0 I 9-7-0 Plate Offsets(X,Y)-- [1:0.4-12,0.0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.13 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.33 6-7 >602 180 BCLL 0.0 ' Rep Stress Ind NO WB 0.81 Horz(TL) 0.07 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 SLIDER Left 2x8 SP No.1D 3-0-0 REACTIONS. (lb/size) 1=1321/0-5-8,13=1459/0-3-8 Max Horz 1=85(LC 22) Max Uplift 1=-365(LC 8),13=-380(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1886/469,3-4=-1703/458,6-8=-248/1194,5-8=-248/1194 BOT CHORD 1-7=-452/1690,6-7=-448/1351 WEBS 3-7=0/438,4-7=-39/537,4-6=-1449/493 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45fh L=24ft;eave=4f1;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(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)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=365,13=380. 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 3-0-12 from the left end to 5-0-12 to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED'indicates 3-10d(0.148'x3')or 3-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,6-9=-20 A WARNING•Valfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rw.1Q93/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual bulding component.not1111 a truss system.Before use,the txdlding designer must verify the applicability of design parameters and property Incorporate this design Into the weld, briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always requhed for stabllty and to prevent collapse with possible personal tr4sy and property damage. For general gridcnce regarding the fabrication storage,delivery,erection and bracing of Messes and truss systems.seeANSt/IPI l Quality Criteria,03849 and BCSI Building Component 6904 Parke East Blvd. Safety Information avd l ie from Trus Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK 110024546 J160662 CO1 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:08 2016 Page 2 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-CAeRe5OBHOVvsFytIH 7yuSTX7h2SE VpYzvRiPRyAiaj LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-116(B)7=-61(B)14=-116(B)15=-116(B)16=-116(B)18=-116(B)19=-129(B)20=-287(B)21=-228(B)22=-61(B)23=-61(B)24=-61(B)25=-61(B)26=-67(B) A WARNING-Verify dulgn peramrrbrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE llel-7173 rev.fA,03@0}5 BEFORE USE. ��� Design valid for use only with Mllekf:connectors.Ills design k based only upon parameters shown-and h for an individual building component,not a has system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall bulding design. Brachy Indicated Is to prevent budding al individual truss web and/or chord members ony. Additional temporary aid permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal hk+y and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 !Job Truss Truss Type !Qty !Ply Riverside Homes/Lot 122 ABCC/JK J160662 CO2 Half Hip 1 I 1 110024547 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:09 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-gMCpsCPg2idmUPX3D_fBRf?pG5Pkz4riCZBFxuyAiai 4-7-12 j 9-0-0 16-6-0 4-7.12 4-44 7-6-0 Scale=1:32.8 4x7= 4x4= 5x10= 3 11 12 4 No . , 7/._____ 5.00 rw 5x5 2 10 1� a a 2x4 I I 1 O 1 d ri ¢ 0 N Y 3 6 5 7 3x5= 3x8= 2x4 I I 9-0-0 16-6-0 9-0-0 i 7-6-0 Plate Offsets(X,Y)-- [4:0-2-8,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.16 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.40 6-7 >488 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH i Weight:96 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 9-8-1 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 7=599/0-5-8,9=566/0-3-8 Max Horz 7=118(LC 9) Max Uplift 7=-101(LC 12),9=-151(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-658/179,3-4=-564/194 BOT CHORD 6-7=-362/692 WEBS 4-6=-203/567,2-7=-649/203 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psi;BCDL=3.0psf;h=25f1;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 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 fit 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=101,9=151. A WARNING•VerilyWrlyn petirnrfen and READ NOTES ON THIS AND INCLUDED MI/EK REFERANCE PAGE MD-7473 rev.10/03/2015 BEFORE USE lit Design valid for use only with Milek>connectors.This design Is based only upon parameters shown.and Is tor an individual building component,not a truss system.Before use-the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Wooing indicated Is to prevent trickling of IndMduol truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bradng of tnrsses and truss systems,seeANSI/IP11 Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely IMormatlon avdtabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK 7100245481 J160662 IC03 Half Hip 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:10 2016 Page 1 I D3c R Vn9hnna4ox8O7V8?ai dyB2cv-8Ym B3YPSp?Id6Y5 FniAQztYOZVrMi UgrR DwpT KyAiah 5.7.12 _ i 11-0.0 16-6-0 5-7-12 5-4-4 I 5-6-0 4x7= Scale=1:37.6 4x7= 6x8= 3 13 14 4 5.00 12 3x4 12 2 i a 11 s 3x4% _ � 10' 1 !o I¢ 7.! r• - i Y hear OM 7 6 5 8 2x4 ;I 4x4= 3x4= 3x4= 5-7-12 ! 11-0-0 i 16-6-0 5-7-12 5-4-4 5-6-0 Plate Offsets(X,Y)-- (3:0-5-4.0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 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 Incr YES WB 0.46 Horz(TL) 0.05 10 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 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 2x6 SP No.2 REACTIONS. (lb/size) 8=599/0-5-8,10=566/0-3-8 Max Horz 8=135(LC 9) Max Uplift 8=-93(LC 12),10=-135(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-855/191,2-3=-503/131,5-9=-145/437,4-9=-145/437,1-8=-547/163 BOT CHORD 6.7=-337/742,5-6=-191/415 WEBS 2-6=-388/170,3-6=-47/352,3-5=-523/204,1-7=-106/637 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=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1.12 to 3-1-12,Interior(1)3-1-12 to 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)8 except(jt=lb) 10=135. witA WARNING-Verity design paranwtars end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.imams BEFORE USE Deslgl valid for use only with Mllekf connectors.This design Is based oNy upon parameters shown.and is for an I ndb4dual building component,not a truss system.Before use-the building designer must verity the appllcal)llty of design parameters and properly Incorporate this design Into the overall buldng design. Bracing Yx9cafed Is to prevent buckling of Individual truss web aid/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stabItty and to prevent collapse with possible personal Injury and properly damage. For general gridalce regarding the fabrication,storage,delivery,erection and txackrg of musses and truss systems,seeANSI/1PI1 Quilty Criteria,DSB-B9 and BCSI Boling Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate Institute.218 N.Lee Street,Sulte 312.AJexantlda.VA 22314. Tampa.FL 33610 • Job Truss Truss Type Oty Ply Riverside Homes/Lot 122 ABCC/JK T100245491 J160662 iC04 Half Hip — 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:11 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-cl KaGuO4aJtUjigSLPhfW459Qu9NRxF_gtgM7myAiag 6-7-12 13-0-0 16-6-0 _ _ 6-7-12 6.4.4 3-6-0 4x7= Scale=1:41.8 4x7= 4x7= 6x8= 3 4 5.00 12 12 3x4 2 i a • ria 11 3x5 —4 to ] C7 1§1 7 6 2x411 4x4= 3x4= 3x4= 6-7-12 ( 13-0-0 16.6.0 6-7-12 6-4-4 3-6-0 Plate Offsets(X,Y)-- [3:0-5-4,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 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 0.51 Horz(TL) 0.04 10 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 8=599/0-5-8,10=566/0-3-8 Max Horz 8=152(LC 9) Max Uplift 8=-84(LC 12),10=-143(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-848/152,2-3=-362/72,5-9=-199/511,4-9.199/511,1-8=-539/151 BOT CHORD 7-8=-265/235,6-7=-319/728,5-6=-138/272 WEBS 2-6=-532/209,3-6=-66/386,3-5=-536/210,1-7=-55/587 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=4.2ps1;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. II;Exp 8;End.,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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) 10=143. � t 0 WARNING-Welly deign param.tors and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE Ml-7473 nv.10W3/201S BEFORE USE. Design valid for use only with Weir®connectors.This design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the[wilding designer must verify the applicability of design parameters and properly Incorporate this design into the overall briding design. Bracing indicated is to prevent budding of indMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Inf ry and property damage. For general grlcknce regarding the fabrication.storage,delivery.erection and bracing o1 trusses and truss systems.seeANSI/IPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormatlon avdlcEle from Truss Plate institute,218 N.Lee Street.Site 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK 110024550 J160662 CO5 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:12 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-4xuyUERiKd?LLsFeu7Cu3IdG 1 I TPAN K8uXPvYDyAiaf 7-7-12 15-0-0 16-6-0 7-7-12 i 7-4-4 I 1-6-0 4x7= Scale=1:44.0 6x8= 3 4 1` 5.00 12 12 i 3x4 i 1`'1 4x7= 2 11 \ 4x7= 3x6 10 d I ` i 7 6 5 3x4 i 1 4x4= 4x4= 7-7-1215.0.0 16-6-0 -- 7-7-12 I 7-4-4 3'44 1-6-0 1 Plate Offsets(X,Y)-- [3:0-5-4,0-2-4] __ I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 I 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 0.52 I Horz(TL) 0.03 10 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-3 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. 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. REACTIONS. (lb/size) 8=599/0-5-8,10=566/0-3-8 Max Horz 8=169(LC 9) Max Uplift 8=-74(LC 12),10=-153(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-827/118,5-9=-298/601,4-9=-298/601,1-8=-531/141 BOT CHORD 7-8=-300/276,6-7=-296/701 WEBS 2-7=0/284,2-6=-663/246,3-6=-60/484,3-5=-582/208,1-7=0/516 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=45ft;L=241t;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 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 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)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)8 except(jt=lb) 10=153. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10W32015 BEFORE USE. mill Design valid for use only with Mlleki)connectors.lhls design is based only upon parameters shown,and is for an hdlsldual b uIding component,not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly incorporate Ns design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Adr:Mond temporary and permanent bracing MiTek• Is always required for stability and to prevent coilopsee wtth possible personal inlay and property damage. For general guidcnce regarding the 6904 Parke East EOM.kYxbatkr n,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/IPI1 Qualify Criteria,DSB-89 and BCSI Baking Component Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexcndda.VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type Qty I Ply Riverside Homes/Lot 122 ABCC/JK 110024551 J160662 C06 Monopitch 4 I 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:12 2016 Page 1 I D:3cR Vn9hnna4ox8O7V8?aidyB2cv-4xuyUERi Kd?LLsFeu7Cu3IdNrl RnANM8uXPvYDyAiaf 5-7-3 10.10.13 16-6-0 57.3 5-3-11 5-7-3 4x10= Scale=1:44.8 4 5.00 12 3x4 3 S 4x7= 4x4 o 2 10 4x7= 2x5 I! g 1 ►4 6 5 7 3x43x4— _ 4x4= 8-3-0 16.6.0 I 8-3-0 — } 8-3-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.23 6-7 >833 180 BCLL 0.0 * Rep Stress Inch YES WB 0.52 Horz(TL) 0.04 9 n/a Na 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 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 7=599/0-5-8,9=566/0-3-8 Max Horz 7=176(LC 9) Max Uplift 7=-70(LC 12),9=-158(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.•All forces 250(lb)or less except when shown. TOP CHORD 2-3=-684/104,5-8=-123/468,4-8=-123/468 BOT CHORD 6-7=-298/711,5-6=-176/419 WEBS 3-6=-73/415,3-5=-547/193,2-7=-659/57 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45th L=24fh eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-10-12 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4)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)7 except(jt=lb) 9=158. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MI-7473 rw.1003201S BEFORE USE Design valid for use oNy with MilekS)connectors.this design Is based only upon paaneters shown,and Is for an Individual holding component.not a truss system.Before use.the bulking designer must verify the awlicablity of design parameters and properly Incorporate tits design Into the overall holding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal hju ry and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of busses and truss systems.seeANSl/lPt I Qualty Criteria,056.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdatle from truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 a � Job Truss Truss Type Qty i Ply Riverside Homes/Lot 122 ABCC/JK T10024552 J160662 001 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:13 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-Y7SKhaSK5w7CzoggSqj7bVAYoiwovx5H7B9T4fyAiae t3 0.0 — ! 7-0-0 3-0-0 4-0-0 Scale=1:17.6 Special 4x7- NAILED 1.5x4 ! 5.001-1-2- 2 7 3 34 1 .444111111 N1 a I I NM ►_ ..012_-41111.41116 5 9 4 3x4- NAILED 6 NAILED 354= 1.5x4 II Special 3-0-0 j 7-0-0 3-0-0 4-0-0 Plate Offsets(X,Y)-- [2:0-5-0,0-2-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.02 4-5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 4 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, SOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=304/0-5-8,4=307/Mechanical Max Horz 6=72(LC 5) Max Uplift 6=-123(LC 8),4=-143(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-329/161,1-6=-281/126 SOT CHORD 4-5=-173/286 WEBS 2-4=-326/180,1-5=-139/294 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=4511;L=24ft;eave=4ft;Cat. II;Exp B;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=1b) 6=123,4=143. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)53 lb down and 109 lb up at 3-0-0 on top chord,and 72 lb down and 63 lb up at 3-2-2 on bottom chord. The deslgrVselectton of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:2=-17(F)5=-44(F)7=-17(F)8=-24(F)9=-12(F) ` _ r 0 WARNING-1/ally design paranretae and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE MI1-7473 rev.10/033x2015 BEFORE USE. Design valid for use only with MilektS connectors.This design Is based only upon parameters shown,and Is for an hdi 4duol building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stabllty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of musses and truss systems.seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safely Information avdktbhe from Truss Pate Instttute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply Riverside Homes/Lot 122 ABCC/JK I 110024553 J160662 I D02 Half Hip i1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:14 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-1 K?ivwTysEF3aAP1 OXEM8jjhO6EHeP8RMruOc5yAiad 5-0.0 7-0-0 5-0-0 l 2-0-0 4x7= Scale=1:21.6 1.5x4 I 2 3 5.0012 '= • { 8 iilll..diiiiiiii 3x4 7 I 1 111111 iI PM 5 4 6 4x4= 3x4= 1.5x4 II 5.0.0I 7-0-0 I5-0-0 2-0-0 Plate Offsets SX,Y)-- (2:0-5-0,0-2-0] LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (lac) I/detl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 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 0.05 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MSH Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=248/0-5-8,4=248/Mechanical Max Horz 6=101(LC 9) Max Uplift 6=-45(LC 12),4=-70(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511 L=2411 eave=oft 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 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&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. 0 WARNWG-1/why dasIgn paramefere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 ray.10/03/2015 BEFORE USE. Design valid for use only with Mllekts connectors.This design is lased only upon parameters shown.and is for an individual building component,not • a truss system.Before use,ihe bulking designer must verify the appiicablity of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Acddlional temporary and permanent tracing MiTek• Is always requied for stability and to prevent collapse with possible personal Injury and properly damage. For general guldcnce regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.2113N.Lee Street.Suite 312.Alexandria,VA 22314. --_—--- Tampa.FL 33610 Job Truss 'Truss Type Ory Ply Riverside Homes/Lot 122 ABCC/JK T10024554 J160662 E01 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:15 2016 Page 1 I D:3cR Vn9hnna4ox8O7V8?aidyB2cv-V W Z46FTadXNwC K_-DaFmbg wFwE W dS Nsf aaVeZ9XyAiac 10-2-8 10-2-8 — — 2x4 I I Scale=1:28.2 6 2x4 II 5 5.00 12 2x4 I I 13 4 2x4 I• 3 2x4 I 12 2 I 1 � 3x4 11 to 9 8 7 1.5x4 1.5x4 1.5x4 1.5x4 ' 1.5x4 I LOADING (psi) SPACING- 2-0-0 1 CSI. DEFL. in (loo) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 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 REACTIONS. All bearings 10-4-0. (Ib)- Max Horz 1=148(LC 9) Max Uplift All uplift 100 lb or less at joint(s)7,8,9,10,11 Max Gray All reactions 250 lb or less at joint(s)1,7,8,9,10,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-302/159 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fl;L=24ft;eave=2ft;Cat. II;Exp B;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)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)7,8,9,10,11. • � I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*49.7473 rot,.10032015 BEFORE USE Design vdki for use only with MIlekS connectors.This design is based only upon parameters shown,and Is for an individual b uldtrq component.not a truss system.Before use.the building designer must verify the aptlicabllfy of design txxaneters and properly Incorporate this design Into the overall budding design. Racing indicated Is to prevent budding of indtvldu i truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always rewired for stability and to prevent collapse with possible personal Irks),and properly damage. For general guidance regarding the fdxk:atbn,storage,delivery,erection end bracing of trusses and truss systems,seeANSI/1PI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMomsallon available from truss Plate Insltute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job ;Truss Truss Type 'Oty Ply Riverside Homes/Lot 122 ABCC/JK I T10024555 J160662 1E02 Monopitch 9 1 Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:16 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-zi7SKbUDOrVngTZP7yNgD8o2gvww6Gikp9N7h_yAiab I 5-1-4 10-2-8 10r4.0 5-1-4 5-1-4 0-'I-8 1.5x4 II Scale=1:33.0 3 1 5.00 7 9 3x4 2 r 6 3x4 6. 1 i i 1 - . a K6 5 1.5x4 I I 4x4= 3x5=4 5-1-4 10.2-8 104-0 5-1-4 5-1-4 0-1'-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.00 5 Na Na BCDL 10.0 I Code FBC2014/TPI2007 i Matrix-MSH ! Weight:59 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 80T CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=367/0-5-8,5=372/Mechanical Max Horz 7=174(LC 11) Max Uplift 7=-64(LC 12),5=-78(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.441/146,1-7=-321/151 BOT CHORD 6-7=-293/268,5-6=-227/366 WEBS 2-5=-415/191,1-6=-49/291 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3.1-12,Interior(1)3-1-12 to 10-0-12 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 20.0psf 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)7,5. I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNfEK REFERANCE PAGE Mil-7473 rev.10103/2015 BEFORE USE Design valid for use only with Milek.t connectors.This design is bared orgy upon parameters shown,and is for an UrdM inial building component,notMN a truss system.Before use.the!wilding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal inkay and property damage. For general gridance regarding the fabrication storage,delIvery,erection and bracing of busses and truss systems,seeANSV1PI I Quality Criteria,DSB-69 and BCSI Buliding 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 T , ype Qty Ply Riverside Homes/Lot 122 ABCC/JK 710024556; J160662 1G01 1 Monopitch Supported Gable 1 1 l_____ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:34 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-RADG5liV9NnD._ExtBkb2ywYC5A7JKSMNyyk4JxyAiaJ 1 7-8-0 7-8-0 Scale=1:14.4 2x4 i l 4 3.00 III 2x4 II 3 8 — 2 1 Do — _ I TCO _ 6 d 7 6 5 3x4; 6x6= 1.5x4 1.5x4 7-9-8 - 7-9-8 LOADING(psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 i Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH 1 I Weight:31 lb FT=20% l 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 REACTIONS. All bearings 7-9-8. (lb)- 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=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=2ft;Cat. II;Exp B;End.,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 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)1,5,6,7. k � I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.IGV3/2015 BEFORE USE. fill Design valid for use only with MlleisS connectors.This design is based only upon rxx<meters shown,and Is for(WI Indhldud building component.not a truss system.Before use,the bulking designer must verify the applicability of design rxxamclnis and properly Incorporate this design Into the overall briding design. Racing indicated Is to prevent buckling of individual truss web and/or chord rnemixns only. Ad ltbnd temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with posble personal Injury and property damage. For general guidance regarding the kixk.atkxn.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safely Information available from Tori Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK T10024557 J160662 G02 Monopitch 8 1 Manning Building Supplies, Jaksonville,FL 8.010 s Apr Job 20Re16 Mi a nstri) 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:35 2016 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-vMneJ5j7whv4c0 W 3kS6H U84B0aLa3v5XBcUdsNyAial 7-8-0 7-8-0 Scale=1:16.6 1.60 I I 3 3.00 12 r 10 3x4 2 r 111111 mil I 11111 II to 5 3x8 11 4 1.5x4 i 7-9-8 7-9-8 Plate Offsets(X,Y)-- (1:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl 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 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. SLIDER Left 2x4 SP No.2 3-0-0 REACTIONS. (lb/size) 1=278/0-3-8,5=284/Mechanical Max Horz 1=77(LC11) Max Uplift 1=-61(LC 8),5=-68(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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=25th B=451t;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 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)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)1,5. � I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.101012015 BEFORE USE Design valid for use oNy with Miles a connectors.1tNs design Is based oNy um son Ixscxneters shown,and is for an individual landing component,not a truss system.Before use,the building designer must verify the alplicabilty of design{saran-whirs and pto{xerty incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent caliapse with possble personal Inluy and property damage. t or general guidance regarding the Ml leis' qui fabrication,storage,delivery,erection and tracing of trusses end truss systems,seeANSI/tP11 Quality CrBeda,DS8.89 and SCSI Building Component 6904 Parka East Blvd. Safety Information avalable from truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexaragla,VA 22314. Tampa.FL 33610 4 Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK T10024558 J160662 G03 Monopitch 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:36 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-NZLOW Rklh_1 xDY5F19e W 1 LdRpzicoJ2gQGDBOgyAiaH I — 4-8-0 i 9-4-0 4-8-0 4-8-0 1.5x4 ! Scale=1:19.8 4 3.00 r2 11 I 1.5x4 3 3x4 2 ►r 6 3x8 II 3x6- 5 9-5-8 — I 9-5-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.11 6-9 >978 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.28 6-9 >389 180 BOLL 0.0 ' Rep Stress!nor YES WB 0.21 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight:44 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. SLIDER Left 2x4 SP No.2 3-0-0 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=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft L=241t;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-2-4 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 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)1,6. WARNING-Verily daslgn pt ramrrftrrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9(5.7473 ray.10103/2015 BEFORE USE. lig ' Design valid for use only with Wel&connectors.This design is based only upon parameters shown.and is for an individual txrlkllng component,not a truss system.Before use,the bulling designer must verity the applicability of<losigri parameters and properly Incorporate Oks design into the overall building design. Bracing indicated Is to prevent txrckl ng of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' is always required br stability and to prevent collapse with possr:le personal Injury and property damage. For general guidance regarding the fabrication.storage.deiNery.erection and bracing 01 trusses and truss systems.seeANSI/TPI1 Quality Criteria,058-89 and SCSI Building Component , 6904 Parke East Blvd. Safety Information available Born Truss Plate nsttute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tarrpe.FL 33610 Job Truss (Truss T • 1 YPe 'Ory Ply Riverside Homes/Lot 122 ABCC/JK T10024559 J160662 H01 Roof Special Structural Gable 2 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:37 2016 Page 1 I D:3c RVn9hnna4ox8O7V8?aidyB2cv-rl u PknkOSl9ori gSst912Z9g6NOZX I7pewzkwGyAi aG I 434 8-3-0I 11-11-9 1310.8 I 15-10-8 16-2(317.10.8 19-10-8 21-10-6 I 4-3-4 3-11-12 38.9 ' 1-10-15 2-0-0 0.311 1-8-5 2-0-0 2.0-0 5x5- Scale=1:50.4 3 22 T 10.00 12 1.5x4 I 21 4 6x63.00 12 2x4 II 2 5 3x4= 6 2x4 0 20 7 23 2x4 II 1/ 3x6 1 1 8 2x4 II -P 9 3x5 " 1 n♦ N WWII, (11 18 17 24 25 16 15 ••••1.5x4 ::1.5x4•�•••••• I 1.5x4 I I 1.5x4 II 5x8- 3x8- 1.5x4 II 14 t3 12 11 10 1.5x4 I I 16.2.3 4-3-4 i 10-9-7 111.11.91 1310.9 I 15-10.61,it. 17-148 , 19-1:8 l 21.10-8 l d•3.0 6-6-3 1.2.2 1.1:15 2-0.0 171:18-7 2.0-0 2-0-0 0.1-1, Plate Offsets(X,Y)-- [4:0-3.0,0-0-12],[17:0-2-12,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udell L/d 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 1 Vert(TL) -0.25 16-17 >779 180 BCLL 0.0 • Rep Stress Ina YES WB 0.22 ! Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code F8C2014/TP12007 Matrix-MSH j 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 REACTIONS. All bearings 5-10-0 except(jt=length)18=0-5-8,13=0-3-8. (Ib)- Max Hort 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(Ib)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=-424/240,6-14=-627/179,16-19=-109/606,6-19=-115/615 I 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=451t;L=24th eave=oft 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 11-3-0,Interlor(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 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsl. 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. imii. 0 WARNING•Verify deign pinworms and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7173 rev.10032015 BEFORE USE Design valid for use only with MI lei&connectors.This design is based only upon parameters shown,and is for an individual[wilding component,not a truss system.Before use.the building designer must verify the cvpl ceiAlty of design parameters and properly incorporate this design into the overall bulking design. Bracing hndbafed is to prevent buckling of individual truss web and/or chord members only. AdcSibnal temporary end permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general grids co regarding the lablcatbn,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK 110024560 J160662 H02 Roof Special 7 1 _ , Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:38 2016 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-KxSnx710DcHrTsEeQag_6mioknOnGAhztaiHTiyAiaF 4-3-4 I 10-9-7 _ 16-2-3 __ 21-10-8 4-3-4 6-6-3 _t 5-4-13 { 5-8-5 i 5x5- Scale=1:46.5 3 !,� q 10.0012 4x4 z---. 3:417 1.5x4 II 13 `� 3 2 5 • 14 12 3x4 6 3x5/i I 0 i d � N 11 gluir 1 _, Y u 11 1.5x4 11 10 15 16 9 8 1.5x4 Fl .� 5x8= 4x10= 3x4= 4.3-4I 5-6-7 1 10-9-7 l 16-2-3 I 21-10-8 l 4.3-4 1-3-3 5-2-15 5-4-13 5-8-5 Plate Offset8AX,Y)-- (10:0-4-0,03-0] LOADING (psf) SPACING- 2-0-0 CSI. ! DEFL. in (lac) Vdefl 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 Vert(TL) -0.19 9-10 >999 180 BCLL 0.0 ' Rep Stress Inco YES WB 0.33 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 l Code FBC2014/TP12007 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. 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;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 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.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 0 WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AD-7473 rev.16832015 BEFORE USE mill. Design valid for use only with Weld:connectors.This design Is based only upon parameters shown,and Is for an hdIvIdual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/W SI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Ory Ply Riverside Homes/Lot 122 ABCC/JK 1 710024561 J160662 H03 Roof Special 6 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:39 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-o7099Tme_vPW40pgzH BDf_FznBj6?d?66ESr?8yAiaE I- 4-3-4 I 8-3-0 I 10-9-7 16-0-11 161 3 21-7-8 4-3-4 3-11-12 2-6-7 5-3-5 0-1-8 5-5-5 5x5= Scale=1:46.3 3 1,1 4 4x4 3.00 12 10.00112 1.5x4 II 13 4; 3x4 2 5 I1 14 • 41. 3x4 6 r. 3x5�i 1? 1 ' 1ftilliim. N d 1. t1 1.5x4 I', 10 t5 16 9 8 1.5x4 11 7 5x8= 4x10= 3x4= 4-3-4 10-9-7 16-0-11 1623 21-7-8 ~ 4.3.4 I 6-6-3 I 5-3.5 04-8 5-5-5 Plate Offsets(X,Y)-- [10.0-4-0,0-3-0) LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 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 lncr YES WB 0.33 1 Horz(TL) 0.02 7 Na Na 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 5-6-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=789/0-5-8,7=789/Mechanical Max Horz 11=159(LC 11) Max Uplift 11=-153(LC 12),7=-155(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-922/232,2-3=-958/394,3-4=-1105/401,4-5=-871/256,5-6=-889/243, 6-7=-739/233 BOT CHORD 9-10=-144/556,8-9=-243/834 WEBS 5-8=-306/140,4-9=-659/272,3-9=-276/857,6-8=-232/905,3-10=-184/393, 2-10=-307/220,1-11=-764/205,1-10=-123/687 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=2411;eave=oft;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=10.0psf. 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=153,7=155. it V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE tip-7473 rev.1G.W2015 BEFORE USE Design valid for use only with MITeka connectors.This design Is based only upon parcmeters shown.and Is for an Indtvkdual bolding component,not a truss system.Before nae,the building designer must verify the appllcablity of design parameters and properly incorporate ids design Into the overall building design. [tracing Indicated Is to prevent buckling of individual truss wet,and/or chord members only.Additional temporary and permanent bracing MiTek'ek• Is always required for std>Alty and to prevent collapse with posstrle personal injuy,and property damage. For general gulddnce regadng the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPul Quality Cdteda,DSB$9 and BCSI Building Component 6904 Parke East Blvd. Safely Iniormotion avdlable from truss Plate institute.218 N.Lee Street,Stile 312.Alexandria VA 22314. Tampa.FL 33610 Truss Truss Type • , Job � YP Qty Ply Riverside Homes/Lot 122 ABCC/JK I 1100245621 J160662 1J01 Corner Jack 2 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:39 2016 Page 1 10:3cRVn9hnna4ox8O7V8?aidyB2cv-o7099Tme_vPW 40pgzHBDf_F3gBgb?i566ESr?ByAiaE 1-0-o 1-0-0 5.00!12 Scale=1:10.8 2 ,1.5x4 I I 1 00 0 N IMMIlli 1 :11.1 II. 4 3 1.5x4 II 1-0-0 1-0-0 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TOLL 20.0 I Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 i Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 4 >999 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a rVa BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=31(LC 12) Max Uplift 4=-1(LC 8),2=-20(LC 12),3=-11(LC 12) Max Gray 4=31(LC 19),2=23(LC 17),3=17(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.Opsf;h=25th 8=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. Q WARNING-Vitrify dulgn parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M9.7473 ray.1W032015 BEFORE USE NI Design valid for use only with MrtokO connectors.Ihis design is based only upon parameters shown.and is for an indlvkkwl 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 bulking design. Bracing Indicated is to prevent buckling of Indlvtdual truss web and/or chord members only.Addllonal tempuray and permanent bracing MaTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrk:atlon,storage,delivery,erectkrn and bracing of muses and tens systems.seeANSUIPI1 Quality Criteria,DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Atexarudrla.VA 22314. Tanya.FL 33610 Job Truss Truss Type City Ply Riverside Homes/Lot 122 ABCC/JK 110024563 J160662 J02 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:40 2016 Page 1 I D:3cRVn9hnna4ox8O7V8?aidyB2cv-GKaXMpnGkDXNi9O0X?iSBBnCyb8Tk9KGKuBOXbyAiaD 3-0-0 3-0-0 Scale=1:15.0 5.00 12 2 1.5x4 II 1 a b e cV011, d N 3 4 2x4 H 3-0-0 ~_ 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.01 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=103/0-5-8,2=71/Mechanical,3=32/Mechanical Max Horz 4=54(LC 12) Max Uplift 2=-39(LC 12),3=-3(LC 12) Max Gray 4=103(LC 1),2=71(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=3.0psh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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)2,3. • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.1003/2015 BEFORE USE. Design valid for use only with MitekFO connectors.This design is based only upon parameters shown,and Is for an ixilvtdual hxrlding component,not a truss system.Before use.Bur bullring 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 IndMdud truss web and/or chord members only.Addtlo nal temporary and permanent bracing MiTek' ek• is always required for stability and to prevent cdkrpse wllh possible personal I9ury and properly damage. For general guidance regarding the fatricatbn,stooge,delivery,erection and bracing of trusses and truss systems,seeAN31/1PI1 Quality Cdterta,DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safely hnfomahon available horn Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes 1 Lot 122 ABCC/JK 110024564 J160662 J03 Jack-Open6 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:41 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-kW 8vZ8nuVXf EKJzD5iDhkPKFR_OVTcaPZYxy31 yAiaC 7-0-0 7-0-0 2 Scale:1/2'.1' T 5.00 NY Ip 6 5 . 6 coe 2x5 11 • • :+ 1 t 1, 4 3 3x4= 7-0-0 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 0.66 Vert(LL) 0.10 3-4 >820 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.28 3-4 >294 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.13 2 Na Na BCDL 10.0 Code FBC2014/TP12007 I Matrix-MSH Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=251/0-5-8,2=170/Mechanical,3=81/Mechanical Max Horz 4=102(LC 12) Max Uplift 4=-20(LC 12),2=81(LC 12) Max Gray 4=251(LC 1),2=170(LC 1),3=127(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=24ft;eave=4fh 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 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)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. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/IEK REFERANCE PAGE M9.7473 rev.10/03/2015 BEFORE USE Design valid for use only with Madre connectors.This design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,tlx:building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possble personal hlury and properly damage. For general guidance regading the fabrication,storage,delivery,erection and bracing of tnuses and truss systems-seeANSt/1'PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexcncirk3,VA 22314. Tempa.FL 33610 Job Truss Truss Type Qty I Ply Riverside Homes/Lot 122 ABCC/JK 1 110024565 J160662 J04 i Jack-Partial Girder 1 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:41 2016 Page 1 I D:3cRVn9hnna4oxBO7V8?aidyB2cv-kW 8vZ8nuVXIE KJzDSiDhkPKPA_UMTcTPZYxy31 yAiaC i- 1-11-9 3-11-3 1-11-9 1-11-9 Scale=1:14.4 3.54'12 3 � �j1 3x4-- '•1� :a NAILED 2 7 1.5x4 IIis 1 ' N n I I Nim 4, ,,J 1 , / 8 5 4 111111,a11111.. ill.._ NAILED 3x4= 6 3x4= 0-0:6 3-11-3 _ I 046 3-10-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP ' TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:19 Ib 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. REACTIONS. (lb/size) 3=38/Mechanical,4=52/Mechanical,6=46/0-7-0 Max Horz 6=35(LC 8) Max Uplift 3=-18(LC 21),4.14(LC 8),6=-30(LC 7) Max Gray 3=38(LC 1),4=66(LC 3),6=58(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=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(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.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Concentrated Loads(lb) Vert:8=-1(B) Trapezoidal Loads(plf) Vert:1=0(F=27,B=27)-to-3=-53(F=0,B=0),6=0(F=10,B=10)-to-4=-20(F=0,B=0) 1 / 0 WARNING-Verify design paramata s and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE MII-7473 rets,.1003015 BEFORE USE. ill" Design valid for use only with MtIekbv connectors.Ns design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use.the building designer must verity the applicably of design parameters and properly Incorporate this design Info the overall txrrdng design. Brachg Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ilek" Is always requked for stabliity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI t Quality Criteria,038.89 and SCSI Building Componatt 6904 Parke East Bird. Safely Inlormatlon available from buss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 72314. Tampa,Ft.33610 Job Truss Truss Type Qty I Pty Riverside Homes/Lot 122 ABCC/JK 110024566 J160662 J05 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:42 2016 Page 1 I D:3cR Vn9hnna4ox8O7V8?aidyB2cv-CiilnUoW Ggn5xTYPfQlwGctaoOgCC3jYoCgVcTyAiaB 2-1-1 4-2-3 2-1-1 2-1-1 Scale=1:14.8 3.54 HT 3 3x4 NAILED 2 7 1.5x4 II - rr 1 • II 8 5 4 NAILED 3x4= 6 3x4 0-j)_6 4_2-3 0-0-6 4-1-12 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=43/Mechanical,4=60/Mechanical,6=52/0-7-0 Max Horz 6=37(LC 8) Max Uplift 3=-21(LC 21),4=-14(LC 8),6=-30(LC 7) Max Gray 3=43(LC 1),4=73(LC 3),6=64(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(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 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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)3,4,6. 6)*NAILED`indicates 3.10d(0.148`x3")or 2-12d(0.148`x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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 Concentrated Loads(Ib) Vert:8=-1(F) Trapezoidal Loads(plf) Vert:1=0(F=27,B=27)-to-3=-56(F=-1,8=-1),6=0(F=10,B=10)-to-4=-21(F=-0,B=-0) 1 I A WARNING-VeAly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mllekti connectors.Ids design Is based only upon parameters shown.and Is for an individual bulding component,not a buss system.Before use-the building designer must verify the applicability bility of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling or Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" B always required for stability and to prevent collapse with possible personal Nluy and property damage. For general guidance regarding the fabrication,storage.delNery,erection and bracing 01 trusses and truss systems.seeANSI/1PI1 Quay Criteria,DSB-89 and SCSI Binding Component 6904 Parke East Blvd. Safely Iriorma1ton a vciable from Truss Plate institute,218 N.Lee Street.Stile 312,Alexandria,VA 22314. Tampa.FL 33610 a 4 Job Truss Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK 110024567 J160662 KO1 COMMON SUPPORTED GAB 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:43 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-gvGg_gp818vyZd7bC7G9pgPlkoCdxVzi1sQ28wyAiaA 8-3-0 16-6-0 8-3-0 8-3-0-- I 5x5= Scale=1:42.1 5 r-, 2x4 II 2x4 II 4 6 10.00112 2x4 I I 72x4 II 3 2x4 !' 2x4 II 2 8 ■# 9 i111 a hi 3x4- 16 15 14 13 12 11 10 3x4 1.5x4 II 1.5x4 1.5x4 ! 1.5x4 II 1.5x4 II 1.5x4 H 1.5x4 H 16-6-0 16-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i Matrix-SH 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 REACTIONS. All bearings 16-6-0. (Ib)- Max Horz 1=-137(LC 10) Max Uplift All uplift 100 lb or less at joint(s)14,15,16,12,11,10,9,1 Max Gray All reactions 250 lb or less at joint(s)13,14,15,16,12,11,10,9,1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511 L=24ft;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 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,15,16,12,11, 10,9,1. A WARNING-Verify design paramatars and READ NOTES ON THIS AND INCLUDED IHTTEK REFERANCE PAGE hIS-7473 rev.1PAY1015 BEFORE USE. Design valid for use only with Mllekrss connectors,this design is based only upon parameters shown,and Is for an indMkival buldhig component,not a truss system.Before use-the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall {� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lei• Is always required for stability and to prevent collapse with possible personal Inks,/and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAN51/TP11 Quilty Criteria,058.89 and SCSI Building Component 6904 Parke East Bird. Safety Information avdk*ule horn Truss Plate Institute,218 N.Lee Street.Suite 312.Nexarxdrka,VA 22314. Tampa,FL 33610 a Job I Truss Truss Type Qty J Ply Riverside Homes/Lot 122 ABCC/JK 110024568 J160662 L01 Monopitch 2 1 Job Reference(optional'_ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fn Dec 09 11:50:44 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-85p2CAgnoS t pBniommOM 1 yw5CXBgzprFW 9cgMyAia9 12-8_8 12-8-8 — — — — Scale=1:21.2 2x4 I 6 2x4 II 3.00 Fir 5 — 2x4 I I 12 — 4 1- 2x4 II 3 2x4 It 2 o ..-•.-.•......•.•.•.•.•...•.•....................:1::•::•:•:•:•::•:•:❖:•:•:•:•::•:❖:❖:❖:❖:•:•:❖:•:::•::•:•:•:•:❖:•:•:•:❖:•:❖:'•❖:•:•:❖::❖:❖:•:❖:•:❖:•:•:❖:•::❖:•:•:•:•:❖:•:❖:❖:•:•:•:•:•:•:❖:•:•:•::•:•:::. 11 10 9 8 7 3x4= 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid 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 I Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr 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 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. (Pb)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft eave=2ft;Cat. II;Exp B;End.,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&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 ANSI/7P11. 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 psi bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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. WARNING-Verily deelgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ME-7473 rev.10/0312015 BEFORE USE Design valki for use only with Welds connectors.Ns design is Lased only upon parameters shown.and Is for an Individual dual building component.not a truss system.Before use.the building designer must verify the a>pplicablity of design parameters and property Incorporate this design Into the overall building design. tracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always requked for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regardkrg the Icbrk.atbn,storage,delivery,erection and brockq of trusses and truss systems,seeANSUlP11 Quality CttierIa,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalkrble from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 a • Job Truss Truss Type Oty Ply Riverside Homes/Lot 122 ABCC/JK T10024569 J160662 I L02 Monopitch 6 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:45 2016 Page 1 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-c HNOPW rPZI9fpxH_KYIduFV?ccojPtS?UAv9CoyAia8 — — 6-4-4 12.8.8 6-4-4 6-4-4 Scale=1:25.0 3x4= 4x7= 4 3.00 Fff 3x4 3 3x4 2 121 • 6 5 3x6 II 1.5x4 II 3x5= 6-4-4 12-8-8 6-4-4 I — 6-4-4 Plate Offsets(X,Y)-- [1:0-2-4,0-2-15]______ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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 rVa 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 SLIDER Left 2x4 SP No.2 3-0-0 REACTIONS. (lb/size) 1=465/0.5.8,12=443/Mechanical Max Horz 1=82(LC 8) Max Uplift 1=-94(LC 8),12=-i18(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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 3-6=0/251,3-5=-807/244 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=241t;eave=4tt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3.0.0,Interlor(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. A WARNING-Verify design paemeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/0:/2015 BEFORE USE Design valid for use only with Milerb connectors.This desks)is based only upon parameters shown.end 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 buNdng design. Bracing Indicated is to prevent budding of IndMdual truss web and/or chord members only.Additional temporary and permanent tracing MiTek• B always required for stability and to prevent collapse with posstle personal injury aro]property damage. For general guidance regarding the to rlcat$sn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Suety Information available from Truss Plate Ins1Me,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 r Job Truss I Truss Type Qty Ply Riverside Homes/Lot 122 ABCC/JK 110024570' J160662 MO1 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:46 2016 Page 1 I D:3cRVn9hnna4ox807V8?aidyB2cv-5Uxodsr 1 K3H W O4sAuGp5RS 1 C2?4A8kb8jgeilEyAia7 2-10-05-8-0 7-8-0 10-6-0 13-4-0 F - 2-10-0 l — 2-10-0 i 2-0-0 2-10-0 2-10-0 Scale=1:22.7 5x5_ 1.5x4 I I 1.5x4 II 3x4= 5x5= 1 1 3 2 3x4= 3 4 5 14 6 l o L • t i • --I— � •e •e • —._I ! ] II , __ 15 16 11 17 18 10 9 3x4= 19 20 86x6_ 21 22 /\ 12 HTU26 6x6= HTU26 3x4- HTU26 HTU26 HTU26 7 4x7 II HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 4x7 11 HTU26 2-10-0 5-8-0 7-8-0 10-6-0 13-4-0 ~ 2-10-0— I 2-10-0 l 2-0-0 i 2-10-0 i 2-10-0 Plate Offsets(X,Y)-- [7:Edge,0-3-8],[8:0-3-0,0-3-14[11:0-3-0,0-3-12] LOADING(psf) I SPACING- 2-0-0 CSI. I DEFL. In (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.06 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.13 9-10 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.59 Horz(TL) 0.02 7 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-3 oc bracing:9-10. REACTIONS. (lb/size) 12=4063/0-5-8,7=4059/0-5-8 Max Horz 12.81(LC 4) Max Uplift 12=-1015(LC 4),7=-1014(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-3677/934,1-2=-3895/980,2-3=-5647/1404,3.4=-5647/1404,4-5=-5647/1404, 5-6=-3892/979,6-7=-3674/933 BOT CHORD 10-11=-1017/3895,9-10=-1441/5647,8-9=-991/3892 WEBS 1-11=-1307/5238,2-11.1750/496,2-10=-614/2397,6-8=-1306/5233,5-8=-1755/497, 5-9=-616/2402 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=iOlmph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 12=1015,7=1014. 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,11-1odx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-8 oc max. starting at 1-7-12 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 A WARNING-Verify dedgn parmn•t rs and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE Mil 7473 rw.10,03/201S BEFORE USE mill. Design valki for use only with MOekb connectors.This design is based only upon parameters shown.and Is for an individual binding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Indlvlduat 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 irAsy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems seeANSI/1PI1 Quality Celina,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.ft/exam/Fla,VA 22314. Tampa,FL 33610 d 'Job Truss Truss Type I Qty Ply Riverside Homes/Lot 122 ABCC/JK T10024570 J160662 MO1 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Dec 09 11:50:46 2016 Page 2 ID:3cRVn9hnna4ox8O7V8?aidyB2cv-5Uxodsr 1 K3H W Q45AuGp5RS 1 C2?4A8kb8jgeil EyAia7 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-6=-54,7-12=-20 Concentrated Loads(Ib) Vert:10=-1193(F=-423,B=-769)9=-1193(F=-423,B=-769)15=-769(B)16=-423(F)17=-769(B)18=-423(F)19=-423(F)20=-769(B)21=-423(F)22=-769(B) 1 � 0 WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7073 rev.10N32015 BEFORE USE. Design valid for use only with MllekT0 connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use.the Ixdldkag designer must verify the applicability of design parameters and properly incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional lemporary and permanent bracing MiTek• is always required for stablity and to prevent collapse with posstie personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avciable from Truss Plate Institute.218 N.Lee Street.Sallee 312.Alexa ckla.VA 22314. Tanya.FL 33610 o,co Q 10 ri; .1 . (,) -0 514 �'�' 11E1 n.Z ,� D X co 0 p n7 InWp�Z Allril 7 r 03 m o P. I I LiI•• do .--7-5 m -0 oil A. • D c O° 6QQ- � 0 13 p D mac Da 65- m5 -,cm ° 0Qy _ _ z c0 Z y CD roG-) 0� 0 -C ,-, Ca � OC�Q 30 3 O Q 0.0 !11 la rn 7 Cy 00 m --<< 03 pN may. o ° -0D °-Q(n a£ �,�",a 5-c a -. (°mmQ Q oQo -� � o mQoQQ Q-(5- m 6 3m O . 0 7'6 0 - 0 0 06 -00y a -p_ y P (D 3 (D M ti -. 0 "-u)W o , 7•m Q n 0 ° 6`� Z ° O m 0 O Q 0 a y ° 0 6 6 5-° Z y0,mm0_.°o oQ5-- D CrQ.0- mo_�° CoQ oo Qo3Qo: > 0 O•G(0C Qn paO -.3 cc. =� Om C 7 03 a3 Q �p7w H (Q O O,C 0 Q y o �Q o 3 0 O m OD C � 0C cTQ o7 Qm 0 -I-1- - x J 0 0 D • C 7 Q C y -< O 0 O m come C � m m n ;0: c= _�_o TOP CHORD m O) 3 N ( 0, n o KO mOz co ® J �J 60•0- cn N Al 0 cam Tc-, Z C Co N C 0 T.7 -, 7W v . Nin oD 0 11111 m =mym iND N_i O A NN D w _D �, O'm cnm v D< O O m M 'A 2 0i m n cn A A Z a g �• O ii �� ZK nliT- cm p.0oO D T �W 2 cn ii 3 a coa mcn i� ▪ i o a 7t MO .� m� �` mow/ y iii (p 5' • T O O 7 0 Z5 n ® `{/ W A1(fl II; m =0Q N3'O N() my Al -.A v m o Ca Cn O m ® A y w crs -0 m TOP CHORD Q i O -o Wv P c - W N ' :� OD v7'4 P (T A W N Q Q >0 DV0 -0mc H 00 n Q pp-. Y65 5-id (an cc ac 0 4 ? 2 O8.v NZ a £ E' q. y H DDT.(<D 9... D a O Q �� O'O (D Q_3 O.;S 3 N Q �W Q6 m y °-(C9. N O< Q t<D (8-'`.1.``' Q Q.N �tO fi o ° oo t2O �0 A 6 pm a�3 £� u, D, 700 3 3`Qb: 'gym a0" c Q N -0 c5-£ �<0 0 < 0 _ 3 � mm aZ mom' m �o <_ �'O m mmm 3m <0`�c0 0'a (Q + A o 0 m3 D QA - -^O Q aaC "� 6_•. x -O s.a4 3 • o Ox ii;) Q3 .O"60 mQO 0 00 0.N CC �^ m m0 m mm �p(p O moN �,a Q, cps (t.m. O cDN Q� 3' a Q, a /QQ� 70 3 (3.g5.5, 6_ 3 0 0.-m m c<D (O 9 au C Q 5,-Q c J, Q.p D y _'c_ 3"p_ n rp'� j. CD ` \V oo NO mgq. n co.c O tic. ON Om6 3 7 � 5-30 m Q" <0 O (D 5m (Tic cp °-a 0 `TV 5° am' 00 34 a0g Oa 0P- (OiR aQ am, ��. .QQ,a `°Q. co oQ as cad ,3 m off . 6m Qo 000 m 34. QF 6om ��a ' �. oh O0 0 .m mom g 3 �° =Qa8 z� om gQ0 $ �� ,.---5,Qm fl� c_ m • �0 o m ryry_pp_Da ,a_ D� _� c �=' � Q o� �s • 0oa � Q /� O £ cn 33 O c-6Q D 9A ?N�" < 7 Qn DQ _v£'N" y -6 Cr Z'm6 V• Qo v0_ maQ o 0 R oa3 go " 0a mo' om �mmQ a Q. a) i9P ! CD a`� e,3 a)0 W`• ma a -2. m° Q . _ _ m mQ N Z fl m a N o 'o y (D m ' Builder: Job Information Riverside Homes Job#: J160662 12276 San Jose Blvd.,Ste 120tr Jacksonville, FL 32233ill) ell #: (904)503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Lot 122 ABCC Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 12/09/16 1680 Maritime Oaks Dr Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet - Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT I RIGHT LEFT RIGHT 4111TIT 1 8.00 0.00 A01 _ 23-06-00 23-06-00 2 X 6 2 X 4 08-07-06 ® 2 8.00 0.00 A02 23-06-00 23-06-00 2 X 4 2 X 4 09-05-00 42*-Si 5 8.00 0.00 A03 23-06-00 23-06-00 2 X 4 2 X 4 09-05-00 ® 4 8.00 0.00 A04 22-11-00 22-11-00 2 X 4,2 X 4 09-05-00 41111 1 8.00 0.00 A05 10-02-08 10-02-08 2 X 6 2 X 4 00-01-08 07-07-01 ® 1 5.00 0.00 B01 24-08-00 24-08-00 2 X 6 2 X 4 05-06-00 1 5.00 0.00 B02 24-08-00 24-08-00 2 X 4 2 X 4 00-06-08 _ 06-02-08 1 ;:n. 1 1 5.00 0.00 B03 24-08-00 24-08-00 2 X 4 2 X 4 00-09-04 06-02-08 ® 2 5.00 0.00 B04 24-01-08 24-01-08 2 X 4 2 X 4 06-02-08 1 5.00 0.00 B05 24-01-08 24-01-08 2 X 4 2 X 4 06-02-08 �f 1 5.00 0.00 B06 24-01-08 24-01-08 2 X 4 2 X 4 06-02-08 to.0 7- 1 1 5.00 0.00 B07 24-01-08 24-01-08 2 X 4 2 X 4 06-02-08 / 7 1 5.00 0.00 B08 24-01-08 24-01-08 2 X 4 2 X 4 06-02-08 604\1A 1 5.00 0.00 B09 24-01-08 24-01-08 2 X 4 2 X 4 _ 05-11-09 ® 1 5.00 0.00 B10 24-01-08 24-01-08 2 X 4 2 X 4 _ 06-09-09 ® 1 5.00 0.00 B11 24-01-08 24-01-08 2 X 4 2 X 4 07-07-09 //® 2 5.00 0.00 B12 24-01-08 24-01-08 2 X 4 2 X 4 08-05-09 I�IL�f 1 5.00 0.00 CO1 16-07-00 16-07-00 2 X 4 2 X 6 04-00-14 1 5.00 0.00 CO2 16-06-00 16-06-00 2 X 4 2 X 4 04-10-14 1 5.00 0.00 CO3 16-06-00 16-06-00 2 X 4 2 X 4 05-08-14 1 5.00 0.00 C04 16-06-00 16-06-00 2 X 4 2 X 4 06-06-14 1 5.00 0.00 C05 16-06-00 16-06-00 2 X 4 2 X 4 07-04-14 id 4 5.00 0.00 C06 16-06-00 16-06.00 2 X 4 2 X 4 08-00-06 1 5.00 0.00 D01 07-00-00 07-00-00 2 X 4 2 X 4 02-04-14 , Builder: Job Information Riverside Homes Job#: J160662 12276 San Jose Blvd.,Ste 12017 11) leill Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Lot 122 ABCC Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 12/09/16 1680 Maritime Oaks Dr 1 Del. Date: / / Atlantic Beach, FL 32233L Cover Sheet - Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP I SOT ID SPAN SPAN TOP I SOT LEFT I RIGHT LEFT I RIGHT LEFT I RIGHT egli 1 5.00 0.00 002 07-00-00 07-00-00 2 X 4 2 X 4 03-02-14 ® 1 5.00 0.00 E01 10-02-08 10-02-08 2 X 6 2 X 4 00-01-08 04-08-06 I ® 9 5.00 0.00 E02 10-02-08 10-02-08 2 X 4 2 X 4 00-01-08 05-05-01 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 11 8 3.00 0.00 G02 07-08-00 07-08-00 2 X 4 2 X 4 00-01-08 02-07-08 ��f 2 3.00 0.00 G03 09-04-00 09-04-00 2 X 4 2 X 4 00-01-08 03-00-08 Zina O 2 10.00 0.00 H01 21-10-08 21-10-08 2 X 4 2 X 4 07-09-04 ® 7 1 10.00 0.00 H02 21-10-08 21-10-08 2 X 4 2 X 4 07-09-04 6 10.00 0.00 H03 21-07-08 21-07-08 2 X 4 2 X 4 07-09-04 C 2 5.00 0.00 J01 01-00-00 01-00-00 2 X 4 2 X 4 01-06-14 2 5.00 0.00 J02 03-00-00 03-00-00 2 X 4 2 X 4 02-04-14 6 5.00 0.00 J03 07-00-00 07-00-00 2 X 4 2 X 4 04-00-14 ge: 1 3.54 0.00 J04 03-11-03 03-11-03 2 X 4 2 X 4 00-00-06 02-03-12 ' - 1 3.54 0.00 J05 04-02-03 04-02-03 2 X 4 2 X 4 00-00-06 02-04-10 ® 2 10.00 0.00 K01 16-06-00 16-06-00 2 X 6 2 X 4 06-10-13 l 2 3.00 0.00 L01 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 1 r - - F 2 Ply 0.00 0.00 MO1 13-04-00 13-04-00 2 X 4 2 X 6 02-10-10 FLOOR I QTYI DEPTH BASE 0/A END TYPE INT BEARING CANTILEVER - STUB PROFILE l PLY ID SPAN SPAN LEFT RIGHT SIZE I LOCATION LEFT I RIGHT LEFT RIGHT I 01-08-00 1 2 F01 21-01-00 21-01-00 E I 3 i 01-00-00 ® 01-08-00 7 F02 21-01-00 21-01-00 E 3 01-00-00 mu , 01 i1:108;00 07-00-00 07-00-00 r 3 01-08-00 oo E 3 3 F04 21-02-00 21-02-00 Builder: Job Information Riverside Homes Job#: J160662 12276 San Jose Blvd., Ste 120 ialligli Jacksonville, FL 32233 File#: (904) 503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Lot 122 ABCC Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 12/09/16 1680 Maritime Oaks Dr l Del. Date: / / Atlantic Beach, FL 32233 Cover SheetI Truss Level: FLOOR QTY DEPTH BASE 0/A END TYP= INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN I FT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT ® 01-08-00 L 3, 1 F05 21-02-00 21-02-00 _ NIIIIIIIIA 01-08-00 lr 3 1 F06 12-06-08 12-06-08 ® 01-08-00 4 F07 12-07-04 12-07-04 ® 01-08-00 7 F08 12-06-08 12-06-08 Mori 1 01 F 9� 04-00-08 04-00-08 r 3 ® 01-08-00 C 3 1 F10 21-09-00 21-09-00 01-08-00ciazizszzmi C 3 3 F11 21-09-00 21-09-00 ® 01-08-00 F12IiT 1 F12 21-09-00 21-09-00 t�L 01-08-00 r 1 F1212A 21-9-00 21-09-00 , 01-08-00 C 3 1 F13 16-04-08 16-04-08 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 2 SS-LMATL BM1-onCENTERR®LVL 2.0E 1 3/4"x 20"- 22-00-00 37 Hanger HTU26 1 3 Hanger THA426 2 Hanger THAC426 MANNING BUILDING SUPPLIES JOHN KNIGHT 12/912016 12:11 PM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma Sizer ©2011-2016 BlueLinx Corporation Version:16.0.0.8 Project: J160662-RIVBERSIDE HOMES 1 LOT 122 ABCC MemberlD: BM1 Usage: BEAM Max Deflection: LL=L/480 TL=U360 5 1/2" I I4 1/4" 1_13 1/2" -565psi �J 565psi Li 565psi I 13'7" I 6'1 1/2" 1{1 3/1' LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=15.0 psf f Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info Area(psf) 55.0 40.0 100% 0 0' 20'10 1/4" 12'o.c.Base Uniform Load(Spcg Sen) 1 Uniform(plf) FP 186.0 100.5 125% 0 0' 20'10 1/4' E02 2 Partial(plf) 50.0 0.0 90% 0 0' 7'6' 34"WALL 3 Partial(plf) 120.0 0.0 90% 0 7'6" 20'10 1/4" 8'WALL 4 Partial(plf) 250.0 135.1 125% 0 0' 7'6' 13'ROOF FRAMING 5 Partial(plf) 280.5 151.6 125% 0 7'6' 20'10 1/4' L02 FROM UPPER ROOF Uniform(plf) 18.48 0 0' 20'101/4" Self Weight FP=Front Ply(side or top);if blank,all plies are assumed to be loaded equally. 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. LOAD PATTERNS (*=span loaded) 1 2 3 1 * * * 2 * * 3 * 4 * * 5 * * SUPPORTS (lbs) 1 2 3 Max Reaction 3191 8765 1860 Max 100% 225 559 164 Max 125% 1339 3454 1032 Min Reaction 1595 4752 299 Min 100% -4 131 -53 Min 125% -27 826 -312 DL Reaction 1626 4752 664 Min Bearing 1.50' 4.15" 3.00' [Based on bearing stress below] IS Brg Stress(psi) 565 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 3501 1 13'4 7/8' 41 16625 125% 0.21 M(ft-lbs) 9895 1 13'7" 44 68030 125% 0.15 LtRn(lbs) 2965 0 0' 42 10876 0.27 See Note 5 IntRn(Ibs) 8206 0 13'7' 44 8404 0.98 See Note 5 LLDefl(") 0.02 1 6'9 13/16" 42 0.34 U6973 TLDefl(") 0.05 1 6'9 13/16' 42 0.45 U3161 LLDefl(") 0.00 2 3 0 15/16' 42 0.15 U-21103 TLDefl(") -0.01 2 3 0 15/16" 42 0.20 U-12035 LLDefl(") 0.00 3 1'1 3/4' 42 0.06 2U15033 TLDefl(") 0.00 3 1'1 3/4" 42 0.08 2U9096 USE: onCENTER LVL 2.0E 1 314" x 20" 2 Plies onCENTER®LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally supported @24"o.c. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. MANNING BUILDING SUPPLIES JOHN KNIGHT 12/9/2016 12:11 PM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma Sizer'm©2011-2016 BlueLinx Corporation Version:16.0.0.8 Project: J160662-RIVBERSIDE HOMES I LOT 122 ABCC MemberlD: BM1 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Deflection(located above beam drawing). 10.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL).