The URL can be used to link to this page

1740 MARITIME OAK DR - TRUSSES i® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek RE: J160526-1 - Riverside Homes/Key West/jk MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Riverside Homes Project Name: Key West Model: Lot/Block: 112 Subdivision: ABCC Address: 1740 Maritime Oak Drive City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Floyd S Simpson License #: FL PE# 50791 Address: 11481 Old St. Augustine Rd City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20141TP12007 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 79 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. i No. Seal# Truss Name Date %No. Seal# Truss Name Date - . o 0 � r � 1 T9916572 F01 A01 11/21/16 L- L' l2j11/21/16 118 19916589 ;A02 _111/21/161 E v o g Q 19916573 F02 11/21/16 19 1T9916590 13 T9916574 FO2A1 11/21/16 z ` y g " j � 11/21/16�20 T9916591 '�A03 0 = �' j. �, m a c V S Q i4 T9916575 FO2B 11/21/16 121 T9916592 A04 11/21/16 oN -9 a' o 5 1T9916576 F03 1 11/21/16 122 T9916593 1B01 1 11/21/16 0- - 6z. w o iI 6 19916577 F04 11/21/16 23 19916594 802 11/21/16 ti v „ ' 7 119916578 F05 11/21/16 24 T9916595 1603 11/21/16 a e g c cc —1— 8 119916579 F06 1 11/21/16 125 T9916596 1C01 11/21/161. g3 : Q 9 119916580 F07 11/21/16 26 19916597 CO2 11/21/16 z as. •._ O " 10 119916581 F08 1 11/21/16127 T9916598 1CO3 11/21/161 1-2 a 11 119916582 F09 1 11/21/16 128 19916599 1C04 11/21/16 1 o o o .h' 13 �T9916584 F1 l 11/21/16 129 19916600 1C05 11/21/16 1 a , o Z \ z c 112 1 19916583 1 F10 1 11/21/16130 T9916601 1C06 11/21/16 1 c .., v s �t = L;" Wo 0 o z Q c W M 114 LT9916585 F12 111/21/16131 _1T9916602 1C07 11/21/16 z a:o o LL 15 1T9916586 F13 1 11/21/16 32 T9916603 C08 11/21/16 1 o _ " o' ' a z 2 16 19916587 F14 11/21/16 133 19916604 C09 1 11/21/16 1 W a i in a a \ &a 17 119916588 FGO1 11/21/16 134 19916605 1C10 11/21/16' Q-o a A 0 z m_y y ❑ > > V The truss drawing(s)referenced above have been prepared by MiTek . �,p.Et_ S. AA ,,,, USA, Inc. under my direct supervision based on the parameters `.`�. •..•\GE•IVgl.:...i0'0,• � provided by Manning Building Supplies. • • No 536 • -11 Truss Design Engineer's Name: Magid, Michael _ * ; My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: The seal on these truss component designs is a certification ST E OF V that the engineer named is licensed in the jurisdiction(s)identified and that the °04 •.•T Ps' designs comply with ANSI/TPI 1. These designs are based upon parameters .,,� •• O R 1 O•• Cshown \ given to MiTek. Any.,loads, project specific rts, lons,nformationS included is for MiTn ek s customers ch were ',7St O N A, �s`` file reference purpose only,and was not taken into account in the preparation of • these designs. MiTek has not independently verified the applicability of the design Michael S.Magid PE No.53681 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: November 21,2016 Magid, Michael 1 of 2 p f RE: J160526-1 - Riverside Homes/Key West/jk Site Information: Customer Info: Riverside Homes Project Name: Key West Model: Lot/Block: 112 Subdivision: ABCC Address: 1740 Maritime Oak Drive City: Atlantic Beach State: FL No. SeaI# Truss Name Date No. Seal# j Truss Name Date 35 T9916606 D01 11/21/16 178 1T9916649 1J26 11/21/16 36 1T9916607 D02 11/21/16 79 119916650 1K01 1 11/21/161 37 179916608 D03 11/21/16 38 119916609 E01 11/21/16 39 T9916610 E02 11/21/16 40 T9916611 E03 11/21/16 41 T9916612 E04 11/21/16 42 T9916613 G01 11/21/16 43 T9916614 G02 11/21/16 44 T9916615 G03 11/21/16 45 T9916616 H04 11/21/16 46 T9916617 H05 11/21/16 47 T9916618 H06 11/21/16 48 T9916619 H07 11/21/16 49 T9916620 H08 11/21/16 50 T9916621 J01 11/21/16 51 T9916622 J02 11/21/16 52 T9916623 J03 11/21/16 53 T9916624 J04 11/21/16 54 T9916625 J05 11/21/16 55 T9916626 J06 11/21/16 56 T9916627 J07 11/21/16 57 T9916628 J08 11/21/16 58 T9916629 J09 11/21/16 59 19916630 JO9A 11/21/16 60 19916631 J10 11/21/16 61 T9916632 J11 11/21/16 62 T9916633 I J12 111 /21/16 63 19916634 J13 11/21/16 64T9916635 J14 11/21/16 65 IT9916636 1J15 1 11/21/16 166 1T9916637 I J15A 11/21/161 67 T9916638 J16 11/21/16 168 1T9916639 1J16A 1 11/21/16 1 169 1T9916640 1J17 11/21/16 1 70 T9916641 J18 11/21/16 171 1T9916642 IJ19 111/21/161 72 19916643 J20 11/21/16 173 119916644 1J21 1 11/21/161 174 179916645 1J22 1 11/21/16 1 75 119916646 1J23 11/21/16 176 179916647 1J24 1 11/21/16 1 177 179916648 1J25 1 11/21/161 2 of 2 4,13 4 Truss Truss Type Oty Ply Riverside Homes/Key West/jk T9916572 J160526-1 F01 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:30 2016 Page 1 ID:hZg ioC7YpnS_JJw9gjbK8yYULo-twgcL9uJgJBODssBayHv56hMLgETkmEenMpM_dyGwr7 0-1:8 0148 Scale=1:31.1 3x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 mun \LT: I 1r 32 1 i 17. I 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x3- 3x3= 3x3- 1.4-0I 2-8-0 I 4-0-0 I 5-4-0 I 6-8-0 I 8-0-0 I 9-4-0 i 10-8-0 I 12-0-0 13-4-0 I 14-8-0 16-0-0 17-4-0 I 18-8-4 1-4-0 1-4-0 1.4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4.0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-4 Plate Offsets(X,Y)-- (31:0-1-8,0.0-121,[32:0-1-8,0-0-121 _- I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d I 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 r BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 16 rVa n/a j BCDL 5.0 1 Code FBC2014/TP12007 Matrix-SH Weight:93 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 18-8-4. (lb)- Max Gray All reactions 250 lb or less at joint(s)30,16,29,28,27,26,25,24,23,22,21,20,19,18,17 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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 0 WARNING-Verily design parameters end READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with Milelra connectors.This design Is based only upon parameters shown,and is for an indvIdual building component,riot a truss system.Before use,the building designer must verify the applicability cablity of design porometers and properly incorporate fids 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 posstbie personal IM+y and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/WII Grxity Criteria.DSB-89 and SCSI Belding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Ins:Mute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,Ft.33610 JobF I Truss Truss Type Oty Ply Riverside Homes/Key West/jk T99165731 J160526-1 IF02 Floor 4I 1 I l Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:31 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-L6E_ZVvxbdJHg0RK8fo8dKE014NiT7ao?0ZwW 4yGwr6 0-1-8 H 1.30 1 2-0-0 ( 4114 i Scale=1:31.4 4x4= 4x4= 1.5x4= 3x4= 1.5x4 II 3x4= 1.5x4= 1 2 3 4 5 6 7 8 9 • • • - 21 20 ige\ \/ cc?c• • lr /- / \/ 18• 17 16 15 14 13 12 11 g 5x5= 3x4= 1.5x4 II 3x4= 5x5= 1-6-0 4-0-0 6-6-0 12-2-4 14-8-4 17-2-4I 18-8-4 1-6-0 2-6-0 I 2-6-0 5-8-4 2-6.0 2.6.0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,19:0.1-8,Edgel,[20:0-1.8,0-0-12],[21:0-1.8,0.0-12] LOADING (psf) 1 SPACING- 2-0-0 CSI. f DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.20 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.30 13-14 >728 360 • BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.05 10 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:104 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(itat) 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(ftat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=1008/0-4-12,10=1008/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-1002/0,9-10=-1003/0,1-2=-806/0,2-3=-1999/0,3-4=-2720/0,4-5=-3001/0, 5-6=-3001/0,6-7=-2722/0,7-8=-1999/0,8-9=-806/0 BOT CHORD 17-18=0/1520,16-17=0/2455,15-16=0/3001,14-15=0/3001,13-14=0/2954,12-13=0/2460, 11-12=0/1518 WEBS 9-11=0/1181,1-18=0/1181,8.11=-1130/0,2-18=-1133/0,8-12=0/763,2-17=0/762, 7-12=-733/0,3-17=-724/0,7-13=0/416,3-16=0/489,6-13=-402/0,4-16=-624/0, 6-14=-212/447 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)CAUTION,Do not erect truss backwards. 1I A WARNING-Verify design paremel rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Al11-7473 rev.10/03/201S BEFORE USE. 112' Design valid for use only with Miteke connectors.this design is based only upon parameters shown,and Is for an kv.IMdual holding component,not a truss system.Before use,the briding designer must verify the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated is to prevent buckling of IrdMdual tnrss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI t Qualify CAherla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available IoM Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 .lob Truss Truss Type Oty Ply Riverside Homes/Key West/jk 19916574 J160526-1 FO2A Floor Girder 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:32 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-ploNmrwZMwR8S90W i NJNAXna5UhwCYdxEgIT3W yGwr5 0-1-8 H I 1-3-0 I I 2-1-8 1-2-12 0-8-8+ I I I Scale=1:31.6 4x4= THA426 6x6= 1.5x4- 4x4= 1.5x4 H 4x4= 1.5x4 II 1 2 3 4 5 6 7 8 9 10 123 IIIir+` ,/ \a/r— - w / ; / \/ \. ' ' , g21 6 20 19 18 17 16 15 14 13 12 5x5= 4x4= 3x6 II 3x6 H I 3x6 II 3x6 II 4x4= 6x6= 12-7-415-1-4 17-8-0 18-8-4 12-7-4 { 2-6-0 I 2-6-12 I 1-0-4 Plate Offsets(X,Y)-- ]1:Edge,0-1-8],(23:0-1-8,0-0-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.18 16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.28 15-16 >793 360 BCLL 0.0 Rep Stress Incr NO I WB 0.47 Horz(TL) 0.06 11 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:118 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) 22=1033/0-4-12,11=1498/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1030/0,10-11=-1500/0,1-2=-831/0,2-3=-2053/0,3-4=-2889/0,4-5=-3274/0, 5-6=-3274/0,6-7=-2915/0,7-8=-2058/0,8.9.844/0,9-10=-844/0 BOT CHORD 20-21=0/1559,18-20=0/2561,17-18=0/3274,16-17=0/3274,15-16=0/3179,13-15=0/2587, 12-13=0/1555 WEBS 1-21=0/1217,2-21=-1156/0,2-20=0/785,3-20=-806/0,3-18=0/538,4-18=-779/0, 4-17=-108/382,9-12=-590/0,10-12=0/1680,8-12=-1096/0,8-13=0/799,7-13=-840/0, 7-15=0/508,6-15=-414/0,6-16=-134/420 NOTES- 1) OTES1)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)CAUTION,Do not erect truss backwards. 5)Use Simpson Strong-Tie THA426(Single Chord Girder)or equivalent at 17-8-0 from the left end to connect truss(es)to back face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 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:11-22=-10,1-10=-100 Concentrated Loads(Ib) Vert:9=-509(B) o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIME REFERANCE PAGE MA-7473 rev.10/93/2015 BEFORE USE. mill Desigi valid for use only with Mllek2>connectors.This desle B based only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Acis/Bona/temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal fVuy and property damage. For general guidance regarding the fabrication,storage,deiNery.erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Bbd. Soley Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job i Truss Truss Type Qty Ply Riverside Homes/Key West/jk 19916575 J160526-1 F028 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:32 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-ploNmrwZMwR8S90W i NJNAXnbxUk5Cb4xEgIT3WyGwrS 0-1-8 1.3.0 2.0.0 i 1.0-a i H^ I Scale=1:29.0 4x4= 1.5x4= 3x4= 3x4= 4x7= 1 2 3 4 5 6 7 8 - P • 0• • v 19 7 ..:\ 66 q 11.!K O• + e VIPM M. ab • 17 16 15 14 13 12 11 10 9 4x4= 3x4= 1.5x4 11 1.5x4 H 3x4 - 4x4= 10-0-0 11-0-4 17-6-4 I 10-0-0 1-0-4 I 6-6-0 Plate Offsets(X,Y)-- (1:Edge,0-1-81,[8:0-3-0,Edge1,[19:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.15 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.23 14-15 >914 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 9 rVa n/a BCDL 5.0 Code FBC20141TP12007 Matrix-SH _ Weight:98 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(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) 18=944/0-4-12,9=950/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-939/0,8-9=-944/0,1-2=-749/0,2-3=-1839/0,3-4=-2453/0,4-5=-2643/0,5-6=-2458/0,6-7=-1838/0, 7-8=-748/0 BOT CHORD 16-17=0/1409,15-16=0/2248,14-15=0/2643,13-14=0/2643,12-13=0/2643,11-12=0/2241,10-11-0/1412 WEBS 1-17=0/1096,2-17=-1048/0,2-16=0/683,3-16=-650/0,3-15=0/402,4-15=-505/17,8-10=0/1124,7-10=-1055/0, 7-11=0/676,6-11=-640/0,6-12=0/427,5-12=-539/18 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.I0/V3/2015 BEFORE USE. Mt Design valid for use only with MI1ekn connectors.this design Is based only upon parameters shown,and is for an individual building component.not a truss system.Below use,the building designer must verify the applicablity of design txsameters and properly incorporate this design Into the overall bolding 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 possible personal injury and properly damage. Fa general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,DSB-89 and BCSI BuNding Component 6904 Parke East Blvd. Safely Information avoidable from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply Riverside Homes/Key West/jk T9916576 J160526-1 F03 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:33 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-HVMI_AwC7EZ?4JbjG4rcilJlvu40x115TK2ObyyGwr4 0-1-8 H I 1-3-0 I 2-0-0 �I-I Scale=1:30.6 4x4= 1.5x4= 3x4= 1.5x4 I 3x4= 4x7= 1 2 3 4 5 6 7 8 9 ° Aide di• A•• / "I I r \‘111/1:. Ir- - 18 17 16 15 14 13 12 11 10 4x4= 3x4= 1.5x4 II 3x4= 5x5= 1-6-0 4-0-0 6-6-0 11-11-5 I 14-5-5 16-11-5 18-5-5 I 1-6-0 I 2-6-0 2-6-0 5-5-5 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-8),f9:0.3-0,Edge1,f20:0-1-8,0-0-121( LOADING(psi) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.18 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.28 13-14 >789 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 10 Na Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH i _ Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(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) 19=994/0-4-13,10=1000/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-989/0,9-10=-995/0,1-2=-794/0,2-3=-1965/0,3-4=-2663/0,4-5=-2924/0, 5-6=-2924/0,6-7=-2664/0,7-8=-1966/0,8-9=-793/0 BOT CHORD 17-18=0/1496,16-17=0/2411,15-16=0/2924,14-15=0/2924,13-14=0/2890,12-13=0/2414, 11-12=0/1497 WEBS 9-11=0/1191,1-18=0/1163,8-11=-1118/0,2-18=-1115/0,8-12=0/744,2-17=0/745, 7-12=-713/0,3-17=-708/0,7-13=0/397,3-16=0/471,6-13=-413/0,4-16=-593/0, • 5-14=-283/84,6-14=-238/467 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. � I � 0 WARNING-Verify dwegn perametes end READ NOTES ON THIS AND INCLUDED',TREK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek5 connectors.This design Is based only upon perameters shown,and Is for an iodMduat building component,not a truss system.Before use,the briding designer must verily the appllcablity of design parameters and properly Imortxsrate this design Into line overall balding design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional tempxrary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Inhay and property damage. For general guidance regarding the kabricatlon,storage.delivery,erection and bracing of trusses and tr ss systems.seeANSI/1PI1 CualIty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate iostiktte,218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 .Job Truss Truss Type I Qty Ply Riverside Homes/Key West/jk 1 T9916577 •J160526-1 F04 Floor 17 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:34 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-Ihw7BW xquYhrhTAvpoMrFyswfIQGgUI Eh_na7PyGwr3 0-1-8 H I 1-3-0 I I 11 2-0-0 0.8-5 i Scale=1:30.6 4x4= 1.554= 3x4= 1.5x4 1 3x4= 457= 1 2 3 4 5 6 7 8j20 9 o e o — o tee: /Aihh\ c 1 7 \s�7 3! \idAi u z 18 17 16 15 14 13 12 11 10 4x4= 3x4= 1.5x4 1: 3x4= 5x5= 1-6-0 I 4-0-0 i 6-6-0 11-11-4 11-11-5 14-5-4 14-15-5 16-11-4 16-11-5 18-5-4 11 1-6-0 2-6-0 2-6-0 5-5-4 0-0-1 2-5-15 0-0-1 2-5-15 0-0-1 1-5-15 Plate Offsets(X,Y)-- [1:Edge,0-1-81,19:0-3-0,Edgel,[20:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdeil Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.18 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.28 13-14 >790 360 BCLL 0.0 Rep Stress!nor YES WB 0.34 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(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) 19=994/0-4-12,10=1000/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-989/0,9-10=-994/0,1-2=-794/0,2-3=-1965/0,3-4=-2663/0,4-5=-2923/0, 5-6=-2923/0,6-7=-2663/0,7-8=-1964/0,8-9=-791/0 BOT CHORD 17-18=0/1496,16-17=0/2411,15-16=0/2923,14-15=0/2923,13-14=0/2889,12-13=0/2413, 11-12=0/1495 WEBS 9-11=0/1190,1-18=0/1163,2-18=-1115/0,2-17=0/745,3-17=-708/0,3-16=0/471, 4-16=-592/0,8-11=-1118/0,8-12=0/745,7-12=-713/0,7-13=0/397,6-13=-413/0, 5-14=-283/84,6-14=-238/467 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. • 5)CAUTION,Do not erect truss backwards. f Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1003/2015 BEFORE USE. Mil• Design valid for use only with Milekia connectors.Ibis design Is based only urn parameters shown,and is for an individual bulding component.not a taus system.Before use,the bulling designer must verify the applicability of design parameters and properly incorporate ills 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 hurry and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSUTPI I Quality Criteria,DSB-89 and BCSI BulicIng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Srjte 312.Alexandra,VA 22314. Tampa.FL 33610 Job . Truss Truss Type 1 Qty Ply Riverside Homes/Key West/jk T9916578 J160526-1 F05 Floor 9 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:34 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-lhw7BW xquYhrhTAvpoMrFyszblQ8gW DEh_na7PyGwr3 0-1-8 1-3-0 2-0-0 0-9-4 HI iI I I Scale=1:20.7 3x4= 1.5x4= 3x3= 3x3= 3x3= 3x6= 1 2 3 4 5 4x4= 6 6 . .° \ • aro 7f 1 ° • 3 14 13 12 3x3= 11 10 93x6 I I 8 7 3x3= 3x4= 3x3= 3x6 I 3x611 3x6 I 3x6 I i I 7-10-8 { 10-0-010.9-4 12-3-4 10.0.0 10-9.4 i 1-6-0 i Plate Offsets(X,Y)-- [5:0-1-8,Edge],[9:0-3-0,0-0-01,[16:0-1-8,0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.09 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.14 10-11 >999 360 BCLL 0.0Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 1 Code FBC2014/TPI2007 Matrix-SH I Weight:80 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=655/0-4-12,7=661/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-653/0,6-7=-623/0,1-2=-494/0,2-3=-1109/0,3-4=-1304/0,4-5.1058/0,5-6=-513/0 BOT CHORD 13-14=0/914,11-13=0/1318,10-11=0/1058,9-10=0/1058,8-9=0/1058 WEBS 1-14=0/721,2-14=-667/0,2-13=0/309,3-13=-332/0,4-11=0/423,4-10=-504/0,6-8=0/753,5-8=-1112/0,5-9=0/744 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. , 1 0 WARNWO-V. design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.10m3/201S BEFORE USE. lilt Design valid for use only with MltoktS connectors.this design Is txaed only upon parameters shown.and Is tor an Indiddual bulding component,not a truss system.Before use-the bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall l� building design. Brachg Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lei" Is always required la stability and to prevent collapse with possible personal tem,/and properly damage. For general guidance regarding the East Blvd. t brk:atkrn,storage.delivery,erection and bracing of trusses and truss systems,soeANSI/tPt 1 Quality CltiParke6904 eria,DSB-89 and BCSI Building Component Tampa,04 F336t 0 LSafely Information avallabie from Truss Plate InsMule.218 N.Lee Street.Suite 312.Alexandria.VA 22314. eta Job Truss Truss Type Ory Ply Riverside Homes/Key West/jk T9916579. J160526-1 F06 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:35 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-DtUVPsySfrpiJdk5NVt4oAPCdhycP00NweX7fryGwr2 0,1.8 Scale=1:20.3 3x3 II 1 — 2 3 4 5 6 7 8 9 10 1- 2 _ _ _ — Il. I 11. :':. .....:•:*:... .. .. . . 18•:• • 17• 16 15 14 13 12 11 • • ••• •• • • • • • 20 19 3x3= 3x3 3x3 I 1-4-0 I 2-8-0 I 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-3-4 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 I 1-4-0 1-4-0 I 1-4-0 1-7-4 Plate Offsets(X,Y)-- [21:0-1.8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. 1 DE FL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 1 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:64 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 10-0.0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 12-3-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M6.7473 rev.10/03/201S BEFORE USE. • Design valld for use only wilt Mitek;connectors,this design k based only upon rxxaneters shown,and is for an individual building component.not a tans system.Before use,the bulking designer must verify the applicaWdesign parameters of aneters and properly Incorporate this design into the overall bulking design. Bracing I ndicated n to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Inlay d properly dandd mage. For general gance regarding the 6904 Parke East Blvd.fabrlcatlon,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/lP11 QuaMy Criteria,DSB-69 and SCSI Building Component Tampa.FL 33610 Satisfy Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Jo • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916580 J160526-1 F07 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:36 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-h42tcCz409xZxnJHxDOJKNxlj5H98SAX9IGgC HyGwr1 0-1-8 15-8-4I 1-2-8 I-114-8 1.0.4 i0-1-8.1 I- SCalb'=1:31.1 3x3= 3x3= 3x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 • • 4r ♦ • -- /I 1 , ci �o R y.— '1[o _._ _._ .-:II - _.- e • _-ma_ - - -, - - - !-. -\ y- • a • -- - vie 30 29 28 27 •• 26 25 24 23 22 21 20 19 18 17 16 3x3= 3x6= 3x3= FASTEN TRUSS TO BEARING FOR THE GRAVITY UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 17-4-0 1 18-8-0 i 17-4-0 1-4-0 Plate Offsets(X,Y)-- [1:Edge,0-0-121,[31:0-1-8,0-0-121,[32:0-1-8,0.0-121 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Ude L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 1 TC 0.41 Vert(LL) ria - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) n/a - ria 999 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 I Matrix-SH Weight:98 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 17-5-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)except 18=-303(LC 4) Max Gray All reactions 250 lb or less at joint(s)30 except 29=338(LC 1),28=325(LC 3),27=327(LC 1),26=327(LC 3),25=327(LC 1),24=327(LC 3),23=327(LC 1),22=327(LC 3),21=325(LC 1),20=333(LC 3),19=306(LC 1), 17=1509(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=0/466,14-15=0/478 WEBS 2-29=-324/0,3-28=-312/0,4-27=-314/0,5-26=-31310,6-25=-313/0,7-24=-313/0, 8-23=-313/0,9-22=-314/0,10-21=-312/0,11-20=-320/0,12-19=-291/0,13-18=0/308, 14-17=-355/0,15-17=801/0,13-17=-682/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 303 lb uplift at joint 18. 6)N/A 7)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verity that they are correct for the intended use of this truss. 8)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. 9)CAUTION,Do not erect truss backwards. LOAD CASE(S) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-30=-10,1-15=-235 Concentrated Loads(Ib) • Vert:15=-535 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-30=-10,1-15=-235 Continued on nage 2 N A WARNING-Verity design paramstors and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.10b3/2015 BEFORE USE. NNE Design valid for use only with MITek'd connectors.This design is based only upon paameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicabllty of design parameters and properly incorporate this design into the overall bullring design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Addie 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 fabtcatlon,storage,delivery.erection and bracing of trusses and torus systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,trlexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Riverside Homes/Key West/jk • 19916580 J160526-1 F07 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:36 2016 Page 2 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-h42tcCz4O9xZxnJHxDOJKNxlj5H98SAX9IGgC HyGwr1 LOAD CASE(S) Concentrated Loads(Ib) Vert:15=-535 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16.30=-10,1-14=-235,14-15=-155 Concentrated Loads(Ib) Veil:15=-535 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-30=-10,1-14=-155,14-15=-235 Concentrated Loads(Ib) Vert:15=-535 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:16-30=-10,1-14=-235,14-15=-155 Concentrated Loads(Ib) Vert:15=-535 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-30=-10,1-14=-155,14-15=-235 Concentrated Loads(Ib) Veil:15=-535 A WARNING•Verify dee/ln parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10/03a2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and Is for an kx9vidual building component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly hoaxpoiato 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- k always required for stabllty and to prevent collapse with possible personal[Nu,/and property damage. For general guidance regarding the a Blvd. Eas Parkee klxicatkxn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 690469 P.FE3s0 Safety Information valkbte from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. _._ .____ Job Truss Truss Type Qty Ply Riverside Homes/Key West!jk T9916581 J160526-1 F08 Floor 3 1 Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:36 2016 Page 1 lD:hZg_ioC7YpnS_JJw9gjbK8yYULo-h42tcCz4Q9xZxnJHxDOJKNxBJ54M8O_X91GgCHyGwr1 F 1.3-per 0.11.12 1 1-11-12 I 0� 1 0•48 Scale=1:31.4 4x4= 1.5x4= 1.5x4 I I 1.5x4 II 3x5= 3x4= 4x7= 1.5x4= 1 2 3 4 5 6 7 8 9 10 c-s. V 2.1 -... -1 \yr/ rn 22 II �s^ 19 18 17 16 15 14 13 11 4x4= 3x4= 3x4= 4x4= 3x6= 1-6.0I 4-0-0 6-6-0 I 13-5-8 I 15-11-8 I 17.4-017[5.818.8.0 I 1-6-0 2-6-0 2-6-0 6.11-8 2-6-0 1-4-8 0.1-8 1-2-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[9:0-3-0,Edge],[15:0-1-8,Edge],[21:0-1-8,0-0-12],[22:0-1-8,0-0-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.18 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.28 16-17 >745 360 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:107 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(ttat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:12-13,11-12. REACTIONS. (lb/size) 20=899/0-3-8,12=1667/0-3-8 Max Gray 20=912(LC 3),12=1667(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-909/0,1-2=-722/0,2-3=-1757/0,3-4=-2339/0,4-5=-2394/0,5-6=-2394/0, 6-7=-2394/0,7-8.1569/0,8-9=-474/104,9-10=0/421 BOT CHORD 18-19=0/1356,17-18=0/2145,16-17=0/2477,15-16=0/2394,14-15=0/2010,13-14=0/1137, 12-13=-421/0 WEBS 9-12=-1076/0,1-19=0/1057,9-13=0/1143,2-19=-1006/0,8-13=-1066/0,2-18=0/636, 8-14=0/701,3-18=-617/0,7-14=-721/0,3-17=0/307,7-15=0/781,4-17=-255/0, 6-15=-419/0,10-12=-706/0,4-16=-383/248 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 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 3.104(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:11-20=-10,1-10=-100 Concentrated Loads(Ib) Vert:10=-553 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20.10,1-10=-100 Concentrated Loads(lb) Vert:10=-400 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:11-20=-10,1-9=-100,9-10=-20 Continued on Dane 2 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE M1-7473 rw.100/2015 BEFORE USE. VII Design valid for use only with tvvteke connectors.This design Is txaed only upon parameters shown,and Is for an individual bolding component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and property Incorporate His design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal him and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPiI Quality Criteria,DSB-89 and SCSI Balding Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Nexandna,VA 22314. Tampa-FL 33610 Job , Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916581 J160526-1 F08 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:36 2016 Page 2 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-h42tcCz4Q9xZxnJHxDOJKNxBJ54M80_X91GgCHyGwr1 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:10=-400 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-9=-20,9-10=-100 Concentrated Loads(lb) Vert:10=-400 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:11-20=-10,1-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:10=-400 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:10=-400 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-6=-100,6-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:10=-400 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-5=-20,5-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:10=-400 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-6=-100,6-9=-20,9.10=-100 Concentrated Loads(Ib) Vert:10=-400 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-5=-20,5-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:10=-400 • • � I 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE hill-7473 rev.10N32015 BEFORE USE. Design valid for use only with MITek4S:connectors.This design is based only upon parameters shown.and Is for an Individual building component.not a taus system.Before use,the bulking designer must verify the applicabllty of design parameters and properly Incorporate this design into the overall bulking design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only. A,krittanol temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wtth possible personal i>Irry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Soley Information available Corn truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanga.Fl 33610 Joil • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916582 J160526-1 F09 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:37 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-9GbGpYzi BT3QYxuUVwvYtbUOkvQetrvgOy0EkkyGwrO I 1.8.0 I 10.11.12 I I 2-0-12 I Scale=1:31.2 4x4= • 1.5x4= 3x5= 1.5x4 II 3x5= 4x7= 1 2 3 4 5 6 7 8 9 420 e. / \/ \A 13 010 as VIP ke. • 18 17 16 15 14 13 12 11 5x5= 3x5 - 1.5x4 II 3x5- 5x5= 1-6-0 4-0-0 6-6-0I 12-3-8 I 14-9-8 17-3-8 I 18-9-8 I 1-6-0 2-6-0 I 2-6-0 5-9-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,(9:0-3-0,Edgel,(20:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.21 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.32 15-16 >698 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/1-P12007 Matrix-SH Weight:104 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(llat) 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(llat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=1014/0-3-8,10=1020/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-19=-1009/0,9-10=-1013/0,1-2=-811/0,2-3=-2013/0,3-4=-2746/0,4-5=-3034/0, 5-6=-3034/0,6-7=-2744/0,7-8=-2014/0,8-9=-810/0 BOT CHORD 17-18=0/1528,16-17=0/2480,15-16=0/2982,14-15=0/3034,13-14=0/3034,12-13=0/2473, 11-12=0/1531 WEBS 9-11=0/1217,1.18=0/1189,8-11=-1145/0,2-18=-1138/0,8-12=0/767,2-17=0/770, 7-12=-729/0,3-17=-741/0,7-13=0/498,3-16=0/423,6-13=-640/0,4-16=-405/0, 4-15=-207/454 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. • t I Q WARNING-Verity design parmn•ters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1GWP4015 BEFORE USE. lilt Design valid for use only vAth Mtrek®connectors.this desks)Is based only upon parameters shown,and Is for an lWly du l building component.not a tris system.Before use,the building designer must verity the appticdNlry of design parcmeters and properly Incorporate this design kilo the overall tnlding design. tracing indicated Is to prevent Lxakling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent cottapse with possible personal Injury and properly damage. For general guidance regarding the 6904 parka East Blvd. storage,delivery,erection and tracing of trusses and truss systems,seeANSI/IPI t Quilty Criteria.DSB-89 and SCSI Bukding Component Safety Information avalcble from truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 1 Job • Truss Truss Type Qty Ply Riverside Homes/Key West/jk aT9916583 J160526-1 F10 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:38 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-eS9e1 u_KymBHA4Tg2dQnPo1 WOvkycJpgcclnGAyGwr? 0-1-8 H I 1.3-0 I p -fro I 1-5-12 I 2-0-12 Scale=1:31.2 1.5x4= 4x7= 3x4= 1.5x4 II 437= 1 2 3 4 5 6 7 8 90 • a o �� • 42l : am \,/ \ / N -\ / / \. r g17 16 15 14 13 12 11 4x4= 4x4= 3x4= 1.5x4 II 4x4= 2-1-8 I 1.6.0 12-0-0f 1 3 .6-0 I 6-0-0 I 12-3.6 I 14-9-8 I 17-3-8 I 18.9.8 1-6-0 0.6.0 1-4-8 2-6-0 6-3-9 2-6-0 2.6-0 1-6-0 0-1-8 Plate Offsets(X,Y)-- [9:0-3-0,Edge),[15:0-1-8,Edge),[21:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell IJd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.17 13-14 >999 480 MT20 244/190 I TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.26 13-14 >768 360 BCLL 0.0 1Rep Stress Incr NO WB 0.30 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-SH Weight:108 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.1D(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:19-20,18-19,17-18. REACTIONS. (lb/size) 10=876/0.3-8,18=1337/0-3-8 Max Gray 10=885(LC 4),18=1337(LC 1) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-880/0,2-3=-483/124,3-4=-1521/0,4-5=-2269/0,5-6=-2269/0,6-7=-2187/0, 7-8=-1678/0,8-9=-690/0 BOT CHORD 18-19=-339/0,17-18=-335/0,16-17=0/1116,15-16=0/1926,14-15=0/2269,13-14=0/2269, 12-13=0/2041,11-12=0/1299 WEBS 2-18=-1288/0,1-19=-356/0,2-19=0/286,9-11=0/1037,2-17=0/1068,8-11=-967/0, 3-17=-1006/0,8-12=0/601,3-16=0/656,7-12=-577/0,4-16=-661/0,7-13=0/323, 4-15=0/695,6-13=-363/155,5-15=-293/0 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 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:10-20=-10,1-9=-100 • Concentrated Loads(Ib) Vert:1=-180 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) • Vert:10.20=-10,1-9=-100 Concentrated Loads(Ib) • Vert 1=-180 • 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) • Vert:10-20=-10,1-2=-100,2-9=-20 • Continued on Daae 2 A WARNING-Veiny design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10032015 BEFORE USE. Design valid for use only with Miteka connectors.This design is based only upon parameters shown.and Is for<n irx1h4dual bolding component.not o truss system.Before use.the building designer must verity the applicability of design parameters and properly Incaporato mss design Into the overall I Ild. 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 colicgxe with possible personal Inlay and property damage. For general grida ce regarding the 6904 Parke East BNd. • fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Crtterla,DSB-89 and BCSI Building Component Safety tnlormallon available from Trus Plate Institute.218 N.Lee Street,Suite 312,Alexandrto,VA 22314. Tampa.FL 33610 Job , Truss Truss Type !Qty Ply Riverside Homes/Key West/ik T9916583 J160526-1 F10 Floor 2 1 Job Reference optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:38 2016 Page 2 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-eS9e 1 u_KymBHA4Tg2dQnPo1 W OvkycJpgcclnGAyGwr? LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-180 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=-10,1-2=-20,2-9=-100 Concentrated Loads(Ib) Veil:1=-180 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=-10,1-2=-100,2-9=-20 Concentrated Loads(Ib) Vert:1=-180 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=-10,1-2=-20,2-9=-100 Concentrated Loads(Ib) Vert 1=-180 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=-10,1-2=-20,2-6=-100,6-9=-20 Concentrated Loads(Ib) Vert 1=-180 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=-10,1-2=-100,2-5=-20,5-9=-100 Concentrated Loads(Ib) Vert:1=-180 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-20=-10,1-2=-20,2-6=-100,6-9=-20 Concentrated Loads(Ib) Vert:1=-180 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=-10,1-2=-100,2-5=-20,5-9=-100 Concentrated Loads(Ib) Vert:1=-180 • 0 WARNING-Veen),design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10103/2015 BEFORE USE. 11111. Design valid for use only with Mi1ekZ connectors.!Ns design is based only upon pcsrameters shown,and Is for an Individual balding component.not a truss system.Before use,the[wilding designer must verify the applicability of design parameters and properly`corporate this design Into the overall bwNdng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always reguked for stability and to prevent collapse with possible personal injury aid property damage. For general guidance regarding the East Blvd.fabrication,storage,delivery,erection and bracing o1 tenses and truss systems seeANS1/IPI I Qually Criteria,DSB-89 and BCSI Building Component 6904 Tampa.ParkeFL Eas336t 0 Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Job • Truss Truss Type 'Qty Ply Riverside Homes/Key West/jk T9916584 J160526-1 F11 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:38 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-eS9e 1 u_KymBHA4Tg2dQnPo 1 eNvtxcMcgccInGAyGwr? 1.3-0t 0-11-8 2-0-0 = 1.5x4 3x6= Scale=1:12.4 3x3 1 3x6= 2 3 4 VANE 1rVAuhILl 3x3= 3x3= 9 8 6 W 1.5x4 I •3x3 II 3x3 II 2-7-0 6-2-8 6-2-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.04 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.05 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:39 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(ttat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(tlat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=328/Mechanical,5=328/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-328/0,4-5=-349/0,2-3=-297/0,3-4=-297/0 BOT CHORD 7-8=0/297,6-7=0/297 WEBS 1-8=0/295,4-6=0/435 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. t H tilt 0 WARNING-V.rlry design parameters end READ NOTES ON THUS AND WCLUDED MITEK REFERANCE PAGE MU-7473 rev.1083/1016 BEFORE USE Design valid for use only with Milek8)connectors.This design Is based only upon parameters shown,and is for an individual balding component.not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of IndbAdu l hrss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possbie personal WAY and property damage. For general giidance regarding the East Blvd.fabrication.storage.delNery,erection and bracing of trusses and truss systems seeANSI/1P11 Quilty Criteria,DSB-89 and BCSI Building ComponeParke6904 nt Tampa.04 FEast 0 Safety Informallon available from Truss Plate institute.218 N.Lee Street.Stile 312.Alexandria.VA 22314. I Job • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916585 J160526-1 F12 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:39 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-6fj0EE?yi4J8oE2scLx0y0ZowJChLpOzrGVLocyGwr_ I 1.3-0 i 0.11.8 —H I 2-1-0 I Scale=1:14.0 3x3= 3x6= 1 3x6_ 2 3 3x3= 4 • • • r /— — 0 ki— I • : 6 , /,1.—•—• • 10 9 8 3x3= 7 6� 1.5x4 II 1.5x4 II 3x3 II 3x3 II 1-6-0 6-0-8 17 8 6 0 I 1-6-0 4-68 LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (lac) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.47 Vert(LL) -0.04 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.05 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:46 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 purtins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=401/Mechanical,5=401/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-392/0,4-5=-397/0,1-2=-265/0,2-3=469/0,3-4=-253/0 BOT CHORD 8-9=0/469,7-8=0/469,6-7=0/469 WEBS 4-6=0/380,1-9=0/398,3-6=-333/0,2-9=-369/0 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. • 1' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AfTEK REFERANCE PAGE MO-7473 rev.1003/2016 BEFORE USE. 1 Design valid for use only with Milek8 connectors.This design is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the b uik*rg designer must verify the applcabllty of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of individual truss web and/a chord members only. Additional temporary and permanent tracing MIT* Is always required for stability and to prevent collapse with possible personal inlay and property damage. 104 general guidance regarding the fabrication,storage,delivery.erection and tracing of trusses and truss systems,seoANSl/TPI t Quality Cdtala,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916586 J160526-1 F13 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:39 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-6tj0E E?yi4J8oE2scLx0y0ZpAJ D6LpozrGVLocyGwr_ 1-3-0I 0-11-8 I I 2.0.8 j 3x3= 3x6= Scale=1:12.5 1 3x6= 2 3 3x3 I 4 • • • 1 0 • ao L . • • 3x3= 3x6= 9 8 7 6 1.5x4 II 3x3 I I 3x3I I 1$0 2-7-0 I 6-4-8 1-6-0 I 4-10-8 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.39 Vert(LL) -0.04 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.05 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:42 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=337/Mechanical,5=337/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-337/0,4-5=-356/0,2-3=-313/0,3-4=-313/0 BOT CHORD 7-8=0/313,6-7=0/313 WEBS 4-6=0/449,1-8=0/308 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. Lillimiiii... i.mliiimiimiImmm:mimimm,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10 03/2015 BEFORE USE • esign valid for use only with Mllokm connectors.this design Is based only upon parameters shown.a d is for an Individual building component,not hrrss system.Before use,the balding designer must verity the ap pllcabUty of design parameters art property rcorrxxato this design Into the overall olding design. Bracing kxflcated Is to prevent buckling of individual truss web and/or chard members only.Additional temp ora y aril permanent tracing k' always required for stability aid to prevent collg3se with posst le personal Injury and property damage. For general guidance regarding the txfaltlon,storage.delivery,erection a d bracing of trusses a d Inns systems,seeANSl/IPIl Quality Criteria,DSB-89 and SCSI Buiding Component ke East Blvd. afely Information avclable from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. L 33610 Job a Truss Truss Type Oty Ply Riverside Homes/Key West/jk T9916587 J160526-1 F14 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:40 2016 Page 1 THA4210:tag_ioC7YpnS_JJw9cpK8yYULo-arHOSaObTOR?POd3A2TFUD63wifV4Ef64vEuK2yGwgz 1.5.4 13x6 II 6x6= 1 2 3 Scale=1:11.1 i 0 w 1 Ai 3x6= 6 5 4 3x3 II 3x3 II 1-9-0 3-6-0 I I I 1-9-0 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.07 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.01 5 >999 360 BCLL 0.0 Rep Stress(nor NO WB 0.22 Horz(TL) 0.00 4 nla Na BCDL 5.0 I Code FBC2014/TPI2007 Matrix-SH i Weight:31 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-0 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) 6=604/Mechanical,4=604/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-594/0,3.4.594/0,1-2=-565/0,2-3=-565/0 WEBS 1-5=0/763,2-5=-1014/0,3-5=0/763 NOTES- 1) Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent at 1-7-12 from the left end to connect truss(es)to front face of top chord. 4)Fill all nail holes where hanger is in contact with lumber. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) i Vert:4-6=-10,1-3=-100 1 Concentrated Loads(lb) Vert:2=-850(F) A WARNING.Verily deign parameters and READ NOTES ON THIS AND INCLUDED MMTEK REFERANCE PAGE M&7473 ow.1003/2015 BEFORE USE. " Design vdld for use only with MiTek®connectors.Ids design is based only upon parameters shown.and Is for an hdividual folding component,not a truss system.Before use,the building designer must verity the applicabilly 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 krN+y and property damage. For general guidance regarding ttx+ e EastBlvd. fabrication.storage.delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSa-69 and SCSI Building Component 690469P9arkrka. E Safety Information avcikbie from Inas Plate Institute.218 N.Lee Street.Sulte 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916588 J160526-1 FG01 Floor Girder 1 3 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:41 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-21 rmfwODEhZstYCFkm_U1 Rf8M6pNpaSGIZ_RsVyGwgy 1.10-3I 2-0-0 I { 1-10-5 ( I 1-10-5 l I 1-10-5 Scale=1:25.6 THA426 THA426 THA426 THA426 THA426 THA426 THA426 4x4= THA426 1.5x4 II I.5x4 I I 3x4 = 4x4= 3x8= 1 = 17 2 18 3 3x4= 4 5 6 19 7 20 8 _4 � 1 , E ,,,,,,,,,,,,,.,:„:,,,,,,,,,T 7T_ ,,,,,,,,,,,,,,,), e o E ai15 14 13 12 11 10 2x4 II 4x7= 4x4= 3x4- 3x4= 4x4= 5x5= 2x4 I I CAUTION,Do not erect truss backwards. 2-3-7 4-5-1 11.0.1i 13-1-15 i 15-5-8 2-3-7 i 2-1-11 I 6-7-0 2-1-13 2-3-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.18 12-13 >986 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.29 12-13 >624 360 BCLL 0.0 Rep Stress Inco NO WB 0.69 Horz(TL) 0.05 9 n/a ria BCDL 5.0 Code FBC2014/TPI2007 Matrix-MSH Weight:234 lb FT=11% 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.1D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=4378/0-4-0,9=4513/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-4243/0,8-9=-4391/0,1-2=-6369/0,2-3=-9968/0,3-4=-11532/0,4-5=-11532/0,5-6=-11532/0,6-7=-9676/0, 7-8=-5888/0 BOT CHORD 14-15=0/6369,13-14=0/9968,12-13=0/11532,11-12=0/9676,10-11=0/5888 WEBS 5-12=-1130/0,4-13=-1055/0,1-15=0/7358,2-15=-4094/0,2-14=0/4278,3-14=-2240/0,3-13=0/1935,8-10=0/6733, 7-10=-3709/0,7-11=0/4495,6-11=-2404/0,6-12=0/2298 ' NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: • Top chords connected as follows:2x4-2 rows staggered at 0-5-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 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)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-4 from the left end to 14-8-8 to connect truss(es)to front face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-16=-10,1-8=-100 Concentrated Loads(Ib) Vert:5=-900(F)4=-900(F)3=-900(F)6=-900(F)17=-900(F)18=-900(F)19=-900(F)20=-920(F) / Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6.7473 rev.1W53/2015 BEFORE USE mill Design valid for use only with MilekS connectors.Ibis design Is based only upon rxaameters shown,and Is for an individual tuldk>g component,not ;�ei• a lues system.Before use.the balding designer must verily the applk:ablity of design parameters and property Incorporate this design kilo the overall building I l buildinindicated ding 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 cotiopse with posst)le personal Injury and property damage. For general guidance regarding the labricatkon storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Information avc>9abie Horn Truss plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. _-- Tanya.FL 33610 Job Truss Type Qty Ply Riverside Homes/Key West/jk e 79916589 J160526-1 A01 Roof Special Girder 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:08 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-W hLIkdd W OYPYaTAVI KuIBTnSNpYtajrPjxUCCvyGwrT I 5-0-0 5-9.2 3 .8-14 4-4-4 4.4.4 4-4-4 4-4-4 9-6-0 13-10-4 f 18-2-8 1 0-9- 22-6-12 26-11-0 30-7-14 31-510 36-5-0 5-0-0 3-8-14 0-9- 5-0-0 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE Scale:3/16'=1' OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND 6x6= (NORMAL TO THE FACE),SEE STANDARD INDUSTRY TOP CHORD MUST BE BRACED BY END JACKS, GABLE END DETAILS AS APPLICABLE,OR CONSULT i5 ROOF DIAPHRAGM,OR PROPERLY CONNECTED - QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. Y, 17 PURLINS AS SPECIFIED. 13 10 - 19 NAILED NAILED NAILED 8 : 1- 21 4x4- 4x4— Special 24 NAILED 5.00 12 6x8= 6x6 5 - i 6x6 6x8 2 42 9 1 1: 20 22 23 u Special 11. no e:._. 7_' ler 2 B rQe -r 1 t--........_Z: 2 ,n d i N N in 21 g ff n0. nn On 'In nn n0. nn On fn 1n a) 46 35 47 34 48 49 33 50 Si51 32 52 53 31 54 55 30 56 29 57 8x8= NAILED NAILED 4x4=NAILED 8x8-= NAILED NAILED NAILED 8x8= NAILED 4x4= NAILED 8x8 Special Special NAILED NAILED NAILED NAILED NAILED NAILED 5-0-0 9-? 9-6-0 13-10-4 18-2-8 22-6-12 26-11.030-7-14 31.5-,0 36-5-0 5-0-0 0.9.2 3-8-14 4-4-4 4-4-4 I 4-4-4 1 4-4-4 I 3-8-14 0-9-2 5-0-0 Plate Offsets(X,Y)-- 11:Edge,0-4-91,[2:0-2-0,03-41,[27:0-2.0,0-3-4],[28:Edge,0-4-91,[31:0-4-0,0.4-81,[33:0-4-0,0-4-81 LOADING(psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.25 31-32 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.53 31-32 >825 180 BCLL 0.0 • Rep Stress Ina NO WB 0.40 j Horz(TL) 0.12 28 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 Weight:633 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. l 14-27,2-14:2x6 SP DSS,3-15,15-26:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. BOT CHORD 2x6 SP No.1 D JOINTS 1 Brace at Jt(s):12,11,7,6,18,22,23,16 WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 1=3426/0-5-8,28=3426/0-5-8 Max Horz 1=-108(LC 23) Max Uplift 1=-962(LC 8),28.962(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-7006/2004,2-3=-9466/2760,3.4=-5032/1518,4-6.3898/1206,6-7=-3898/1206, 7-9=-3898/1206,9-11=-3898/1206,11-12=-3898/1206,12-14=-3898/1206, 14-16.3898/1206,16-18=-3898/1206,18-20=-3898/1206,20-22=-3898/1206, 22-23=-3898/1206,23-25=-3898/1206,25-26=-5033/1518,26-27=-9467/2761, 3-5=-4850/1370,5-8=-4966/1454,8-10.4879/1457,10-13=-4902/1497, 13-15=-4798/1491,15-17=4798/1491,17-19.4902/1497,19-21=-4879/1457, 21-24=4966/1454,24-26.4851/1371,27-28=-7005/2004 BOT CHORD 1-35=-1802/6404,34-35=-1795/6393,33-34=-2715/9511,32-33=-1721/6178, 31-32=-1721/6178,30-31=-2715/9512,29-30=-1795/6392,28-29=-1802/6404 WEBS 14-15=-952/3078,10-11=-259/116,5-6=-747/264,18-19=-258/116,23-24=-746/264, 2-34=-1046/3548,4-34=-1314/432,4-33=-1291/356,9-33=-399/232,14-33=-775/2546, 14-32=-140/466,27-30=-1047/3549,25-30=-1315/432,25-31=-1292/356,20-31=-397/232, 14-31=-775/2504 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,2x6-2 rows staggered 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(6)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=36ft;eave=5ft;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 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on nage 2 A WARNING-Verly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 ray.?8V32016 BEFORE USE. ml Design valid for use only with MI lektb connectors.this design is based only upon ixlrameters shown,and is for an individual twldIng component not a hum system.Before use,the building designer must verify the applicability of design txeometers and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regacJ ng the fabrication.storage.delivery erection and bracing of trusses and truss systems,seeANSUTPI l Quality Criteria,DSB-89 and SCSI Buidhng Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa-FL 33610 Truss Truss Type Oty Ply ! Riverside Homes/Key West/jk 79916589 J160526-1 A01 Roof Special Girder 1 _ _ 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:08 2016 Page 2 I D:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-W hLlkdd W OYPYaTAvI Kul BTnSNpYtajrPjxUCCvyGwrT NOTES- 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)except(jt=lb)1=962,28=962. 10)Graphical puffin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 11)"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. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)230 lb down and 175 lb up at 5-0-0,and 230 lb down and 175 lb up at 31-5-0 on top chord,and 187 lb down and 79 lb up at 5-2-2,and 187 lb down and 79 lb up at 31-2-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-26=-39,26-27=-54,3-15=-93,15-26=-93,27-28=-54,36-39=-20 Concentrated Loads(Ib) Vert:2=-76(F)27=-76(F)35=-187(F)29=-187(F)34=-44(F)30=-44(F)42=-65(F)43=-65(F)44=-65(F)45=-65(F)46=-136(F)47=-44(F)48=-143(F)49=-143(F) 50=-143(F)51=-143(F)52=-143(F)53=-143(F)54=-143(F)55=-143(F)56=-44(F)57=-136(F) Q WARNING-VMIy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design vc4ld for use only with MlrekC connectors.this design Is based only upon parameters shown,and Is tor can Individual budding component,not a trim system.Before use,the budding designer must verity the applkxbllty of design parameters and property Incorrxxato this design Into the overall Lading design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possble personal Inray and properly damage. For general guidance regarding the 6904 East Blvd. fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSUlPt l Quality Criteria,DSB-89 and BCSI Building Component 69 P.Parke 33610 Safety Information available from truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. _— Joh • Truss Truss Type Qty Ply I Riverside Homes/Key West/jk 79916590 J160526-1 A02 Common I4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:09 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-_Ngxze8nsXPBd15s2P_khKZ1 DvIJCAYybE1lLyGwrS I 5-8-11 11-10-12 18-2-8 24-6-4 i 30-8-5 I 36-5-0 l 5-8-11 6-2-1 6-3-12 6-3-12 6-2-1 5-8-11 Scale=1:60.7 5x5= 5 ii 5.00 ITI 22 23 3x4 3x4 4 6 11 1.5x4 1.5x4,i 3 7 4x4% 21N • 24 4x4 2 89 I N 12 25 2611 27 28 10 3x4= 5x8— 3x4= 4x10 11 - 4x10 II 8-8-12 I 18-2-8 I 27-8-4 I 36-5-0 I 8-8-12 9-5-12 9-5-12 8-8-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge),[9:0-5-2,Edgel,[11:0-4.0,0-3-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.26 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.62 11-12 >705 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.27 Horz(TL) 0.13 9 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:187 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-11,4-11 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1347/0-5-8,9=1347/0-5-8 Max Horz 1=120(LC 11) Max Uplift 1=-263(LC 12),9=-263(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2560/670,3-4=-2389/631,4-5.1768/525,5-6=-1768/525,6-7=-2389/631, 7-9=-2560/670 BOT CHORD 1-12=-549/2298,11-12=-439/2024,10-11=-439/2024,9-10=-549/2298 WEBS 5-11=-237/1008,6-11=-632/230,6-10=-35/384,4-11=-632/230,4-12=-35/384 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=3.0psh h=25ft;B=45ft;L=36ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-7-11,Interior(1)3-7-11 to 18-2-8,Exterior(2)18-2-8 to 21-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 lit 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) 1=263,9=263. I 0 WARNING.Vedry design parameters end READ NOTES ON THIS AND INCLUDED MITES(REFERANCE PAGE MR-7473 rev.10/03/2016 BEFORE USE. MI. Design valid for use only with Mtek&connectors.Iris design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incogxxato this design Into the overall baldric'design. Bracing indicated is to prevent truckling of individual truss web andfor chord members only.Additional temporary and permanent bracing MiTek* is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regadng the fabrk:atbn.storage.delivery,erection and bracing of trusses and tnus systems,soeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Site 312.Alexandria,VA 22314. Tampa,FL 33610 1 !Job , Truss Truss Type ,Qty Ply Riverside Homes/Key West/jk 19916591 J160526-1 A03 Common 2 1 Job Reference Optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:09 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-_tvgxze8nsXPBdI5S2P_khKedDtgJ5W YybEIILyGwrS 5-8.11 11-10-12 18.2-824-6-4 I 30-8-5 I 36-5-0 l 1 I 5-8-11 I 6-2-1 I 6-3-12 6-3-12 6-2-1 5-8-11 Scale=1:60.1 5x5= 5 ii 23 5.00 12 3x4% 22 3x4 4 6 a 1.5x4 Qloop 1.5x47 • 3 24 4x4% 21 4x4:;9' ; G•-• ./. 12 25 26 11 27 28 10 3x8 !I 3x4= 848= 3x4= 3x8 II 8.8.1218-5-8 I 27-8-4 I 36-5-0 1 8-8-12 9-8-12 9-2-12 8-8-12 Plate Offsets(X,Y)-- 11:0-3-0,0-3-111,19:0-4-10,0-3-111,111:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 7,0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.30 11-12 >739 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.76 Horz(TL) 0.02 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:187 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6.11,4.11 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=468/0-5-8,9=468/0-5-8,11=1759/0-3-8 MaxHorz 1=120(LC11) Max Uplift 1=-84(LC 12),9=84(LC 12),11=358(LC 12) Max Gray 1=529(LC 21),9=529(LC 22),11=1759(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-740/204,3-4=-549/149,4-5=-40/531,5.6=-40/531,6-7=-549/149,7-9=-740/204 BOT CHORD 1-12=-130/683,9-10=-130/683 WEBS 5-11=-669/168,6-11=-692/250,4-11.692/250,6-10=-76/505,7-10=-324/173, 4-12=-76/505,3-12=-324/173 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=36ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-7-11,Interior(1)3-7-11 to 18-2-8,Exterior(2)18-2-8 to 21-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)1,9 except(jt=Ib) 11=358. / I 0 WARNING-Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.IGV3G01S BEFORE USE 1411 Design valid for use only with tvtlleis&connectors.Ns design Is tamed only upon parameters shown,and Is for an Individual balding component,not a truss system.Before use,the bulling 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 inlay and property damage. For general guidance regarding the East Blvd. fabrication,n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl t Quality Criteria.D58-89 and BCSt Building Compon6904 Component 6904 P,ParkeFEt 0 Sieh Information ave from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. 1 !Jot?, . ITruss Truss Type Qty Ply Riverside Homes/Key West/jk T9916592 J160526-1 1A04 Common Girder 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:10 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-S4T29JemYAtFpnKIPIw0HusnScFQ2W IiAFzIHoyGwrR 5.8.11 11.10.12 18.2.8I 24-6-4 I 30-8-5 I 36-5-0 5-8-11 + 6-2-1 I 6-3-12 6-3-12 6-2-1 5-8-11 Scale=1:60.1 5x5= THIS TRUSS IS NOT SYMMETRIC. 5 PROPER ORIENTATION IS ESSENTIAL. 5.00 12 ii 3x4 5 3x4 6 4 5x5 1.---- \ / 5x5- 7 3 r✓ 4x4 4x4 B 2 \ 9 13 12 22 tj 23 24 10 3x8 II 1.5x4 II 10x10= Special 10x10= 3x4= 3x8 II 5-8-11 8-8-12 11-10-12 18.5.8i 27-8-4 I 36-5-0 5-8-11 i 3-0-1 3-2-0 i 6-6-12 9-2-12 8-8-12 Plate Offsets(X,Y)-- [1:0-4-10,0-3-11],[3:0-2-0,0-3-0],[7:0-2-8,0-3-01,[9:0-4-10,0-3-11],[11:0-4-12,Edge1 LOADING (psf) i SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.21 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO ' WB 0.85 Horz(TL) 0.02 11 ria n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH i_ Weight:203 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' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 11-12:2x8 SP No.1D,9-11:2x4 SP No.1D WEBS T-Brace: 2x4 SP No.2-4-11,6-11 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131'x3')nails,6in o.c.,with 3in minimum end distance. SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 Brace must cover 90%of web length. REACTIONS. (lb/size) 11=2632/0-3-8,1=544/0-5-8,9=430/0-5-8 Max Horz 1=-120(LC 23) Max Uplift 11=-648(LC 8),1=-117(LC 8),9=-110(LC 25) Max Gray 11=2632(LC 1),1=604(LC 17),9=485(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-871/200,3-4=-543/151,4-5=-63/638,5-6=-59/622,6-7=-477/162,7-9=-603/200 BOT CHORD 1-13=-140/839,12-13=-140/841,11-12=-142/431,9-10=-138/589 WEBS 5-11=-750/156,4-11=-1090/334,6-10=-55/509,7-10=-329/147,6-11=690/218, 4-12=-150/684,3-12=-496/170 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.Opsh h=25ft;B=45ft;L=361t;eave=51t;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 11=648,1=117,9=110. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)911 lb down and 329 lb up at 15-6-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,5-9=-54,14-18=-20 Concentrated Loads(Ib) Vert:22=-911(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10173/2015 BEFORE USE. wit valid for use only with MllekS connectors.this design is an based oily upon parameters shown-and is forindividual building component.not a truss system.Before use,the building designer must verify the appllcabitty of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of kndtvldual huss web and/or chord members oily. Additional temporary and permanent bracing Milek' isand always required for stability to prevent collapse with possible personal miry and property damage. For general guidance regadng the 6904 Parke East Bbd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 QuaNty Criteria,DSB-$9 and SCSI Building Component Tampa.FL 33610 Safely Information available from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Truss Type Qty Ply Riverside Homes/Key West/jk Job , Truss Yp T9916593 1J160526-1 601 Monopitch 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:11 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-wG1 RMIfOJTn6RxvUzTRSp6PzgObcn7ErPvjspEyGwrQ 7-9-12 15.7.8 16-10-8 7.9.12 I 7-9-12 1-3-0 4x7= 5 Scale=1:40.8 4/ I 5.0012 3x4 [[ 3x4= 3 n 44 4x4• 14 [[ 3x4= 2 r, 13 • _.agil. ; ; r Y all d In STA 7 6 3x8 I 1.5x4 II 4x4= 7-9.12II 15-7-8 7-9-12 7-9-12 Plate Offsets(X,Y)-- 11:0-3-0,0-3-111 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) -0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.18 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 13 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:89 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 WEBS 1 Row at midpt 3-6 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=569/0-5-8,13=646/0-3-8 Max Horz 1=179(LC 12) Max Uplift 1=-55(LC 12),13=-224(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-777/72,6-8=-86/389,4-8.86/389 BOT CHORD 1-7=-248/699,6-7=-248/699 WEBS 3-7=0/328,3-6=-725/247 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=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0.0 to 16-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 13=224. til 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED TER REFERANCE PAGE M11-7473 rev.10/03/201S BEFORE USE -. MI Design wild for use only with Miiekss connectors.TNs design Is based only upon parameters shown,and Is for an kxividual building component,not a truss system.Before use,the building designer must verify the applicawity of design parameters and properly Lncorporato this design into the overall building design. tracing Indicated is to prevent buckling of indivlduef truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possbte personal ir*ry and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPtt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safely Informolion avallabte horn Truss Plate institute,218 N.Lee Street.Suite 312.Nexandrla,VA 22314. Tampa.FL 33610 ,Job. , Truss Truss Type Oty Ply Riverside Homes/Key West/jk T9916594 J160526-1 B02 Monopitch 2 1 Job Reference optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:12 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK6yYULo-OSbpa?g13nvz25UgXAyhMJy8aQxrWZU?eZSPLgyGwrP 7-9-12 15.7.8 16-10-8 I 7-9-12 I 7-9.12 1-3-0 i 4x7= 5 Scale=1:40.8 4....40111111111111111 ni 5.0012 3x4 El 3x4= 3 'n rn r 14 �� 4x4% [tar 3x4= 2 G'' 13 3 qq 1 a, u � et d/ r� bNim ii 7 6 3x8 I 1.5x4 it 4x4= 7-9-12 15-7-8 7-9-12 I 7-9-12 Plate Offsets(X,Y)-- [1:0-3-0,0-3-11] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl Lid I PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.18 6-7 >999 180 BCLL ,0.0 • 1 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 13 Na n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:89 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 WEBS 1 Row at midpt 3-6 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=569/0-5-8,13=646/0-3-8 Max Horz 1=179(LC 12) Max Uplift 1=-55(LC 12),13=224(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-777/72,6-8=-86/389,4-8=-86/389 BOT CHORD 1-7=-248/699,6-7=-248/699 WEBS 3-7=0/328,3-6=-725/247 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45f1;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0.0 to 16-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber • DOL=1.60 plate grip DOL=1.60 2)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)Bearing at joint(s)13 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 13=224. N 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*15-7473 rev.10g3/201S BEFORE USE. Design valid for use oily vAlh MiTek®connectors.Ills design k based only upon rparneters shown.and is for an Indivklual building component,not a truss system.Before use,the bilking designer must verify the applicability of design parameters and property Incorporato Ills design into the overall balding design. Bracing indicated Is to prevent buckling of ksdiAduat tams web and/or chord members only.Additional temporary and permanent bracing M el( B always required for stability and to prevent collapse wtih possible personal injury and property damage. For general guidance regarding the ParkeEast Blvd. fabrication.storage,delivery,erection and bracing of trussess.and truss systemseeANSI/1P11 Quality Criteria,DSII-89g904 -89 and SCSI Bolding Component Tampa,04 336t 0 Safety Information available from Truss Plate ku8lute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. `Job, r Truss Truss Type Ory Ply Riverside Homes/Key West/jk T9916595 I J160526-1 B03 Monopitch7 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:12 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-OSbpa?gl3nvz25UgXAyhMJyE EQ1 aW Yy?eZSPLgyGwrP 5-3-12 10-7-8 I 5-3-12 I 5-3-12 2x4 I I Scale=1:29.1 4 5 5.00 FIT 14 3x4 3 J: 13 4x4-- r18 2 1 ii#et- 111.111 II I►�� 8 7 III 1.5x4 II 3x5=6 5-3-12I 10.7.8 I 5-3-12 5-3-12 Plate Offsets(X,Y)-- 11:0-3-0,0-3-111 LOADING(psf) l SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.04 7-8 >999 180 BCLL 0.0 ' 1 Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 7 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:56 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 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=383/0-5-8,7=392/Mechanical Max Horz 1=163(LC 11) Max Uplift 1=-67(LC 12),7.85(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-475/172 BOT CHORD 1-8=-231/439,7-8=-231/439 WEBS 3-7=-478/193 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=241t;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7. • 0 WARNING•Verity design peramalars and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MI1.7473 rev.10/03/1015 BEFORE USE pill Design valid for use only with M1efy connectors.1Ns design Is based only upon parameters shown,and Is for an kx9vkival holding component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual ividual truss web and/or chord members only. Additkxxnl temporary and permanent bracing MiTek' is always requked for stability and to prevent collapse with possble personal Injury and property damage. For general gddance regarding the East Blvd.fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPtt Quality Criteria,DSB-$ 6904 9 and SCSI Building Component Tampa,04 ParkeF33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Stile 312.Alexandna,VA 22314. Job. . j Truss Truss Type Ory Ply Riverside Homes/Key West/jk T9916596 •J160526-1 CO1 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:14 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-LrjZ?hiHbOAhlOe3eb?9Rki TAEcF_Kh15txWQZyGwrN 3-7-12I 7-0-0 I 12-8-4 i 18-2-12 23-11-0 27-3-4 I 30-11-0 3-7-12 3-4-4 5-8-4 5-6-8 5-8-4 3-4-4 3-7-12 THIS TRUSS IS NOT SYMMETRIC. Scale=1:52.6 PROPER ORIENTATION IS ESSENTIAL. Special NAILED NAILED Special 4x4= NAILED NAILED NAILED 3x8 4x7= NAILED NAILED 1'5x4 l NAILED 4 23 24 5 25 26 6 27 28 7 7.00112 3 nn n a nn nn �n nn illi 1.5x4�� 1.5x4,i8 3x5 i 3 • 5x5 2 9 10b 4. I 1 t� nn nn ICLl nn nn Ar nn nn 1 6 21 14 29 30 31 13 32 33 12 34 35 11 36 _ NAILED 6x6_ NAILED NAILED 3x8__ NAILED 3x4= 4x7 II 4x10 I I NAILED NAILED Special NAILED NAILED Special Special Special 7-0-0i 12-8-4 I 18-2-12 23-11-0 I 30.11.0 7-0-0 5-8-4 5-6-8 5-8-4 7-0-0 Plate Offsets(X,Y)-- (1:0-3-8,Edgel,I7:0-5-4,0-2-4),110:0-4-7,0-0-13] LOADING(psi) • SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.18 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.42 12-13 >891 180 BCLL 0.0 ' Rep Stress Inch NO WB 0.83 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:345 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D'Except' TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins. 4-7:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.11-8 oc bracing. BOT CHORD 2x4 SP No.1 D WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 1=3297/0-3-8,10=3278/0-5-8 Max Horz 1=82(LC 7) Max Uplift 1=993(LC 8),10=-984(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-5239/1632,3-4=-5384/1695,4-5=-4723/1519,5-6=-6134/1963,6-7=-6134/1963, 7-8=-5373/1686,8-10=-5219/1623 BOT CHORD 1-14=-1295/4274,13-14.1852/6149,12-13=-1852/6149,11-12=-1381/4672, 10-11=-1284/4259 WEBS 3-14=-291/606,4-14=-416/1805,5-14=-1877/591,5-13=-226/838,6-12=-355/157, 7-12=-602/1905,7-11=-129/820,8-11=-294/599 NOTES- 1)2-ply truss to be connected together with 10d(0.1315(3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 0-6-0 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)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=31ft;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 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=993,10=984. 9)"NAILED"indicates 3.10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)545 lb down and 417 lb up at 7-0-0,and 366 lb down and 331 lb up at 23-11-0 on top chord,and 341 lb down and 110 lb up at 6-9-14,422 lb down and 111 lb up at 7-2-2,and 507 lb down and 153 lb up at 23-8-2,and 402 lb down and 137 lb up at 24-1-2 on bottom chord. The desig\n/selection of such connection device(s)is the responsibility of others. (\; LRi. tidrludlu - / V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mir-7473 rev.1017/1015 BEFORE USE. Design valid for use only Witt MI lek't connectors.Iris design is based only upon nanometers shown,and Is for an Individual bolding component,not a truss system.Before use,the 1 sladin()designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. Racing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, Is always requked for stability and to prevent collapse with possible personal injury and properly damage. For general gadance regarding the 6904 Parke East Blvd. labilcaflon,storage.delivery,erection and bracing of tissesand fuss systems,seeANSI/TPi1 Quality Criteria.DSB-89 and SCSI Building Component Soley Information avdlabte from truss Plate Institute,218 N.Lee Street.Stile 312.Alexandria.VA 22314. Tampa,FL 33610 Job. , Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916596 J160526-1 CO1 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jaksorwille,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:14 2016 Page 2 I D:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-LriZ?hi HbOAhlOe3eb?9Rk1 TAEcF_Kh15txW OZyGwrN LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-7=-54,7-10=-54,15-19=-20 Concentrated Loads(Ib) Vert:4=-473(B)7=-294(B)14=-422(B)5=-1(B)13=-247(B)6=-1(B)12=-247(B)11=-507(B)23=-114(8)24=-1(B)25=-1(B)26=-1(B)27=-1(B)28=-114(B) 29=-341(B)30=-63(B)31=-247(B)32=247(B)33=-247(8)34=-247(B)35_63(B)36=-402(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7073 rev.Ia'03/2016 BEFORE USE Design valid for use oNy with Mlleke%connectors.this design Is biased oNy upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must verity the applk:ablity 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 collapse with possible personal Inlay and property damage. for general guidance regaling the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Butting Component Safety Information avdlabte from Truss Plate Institute,218 N.Lee Street.Suite 312.Aiexandrku.VA 22314. Tampa.FL 33610 mien [ ), I JobTruss Truss Type Qty Ply Riverside Homes/Key West/jk i T9916597 J160526-1 CO2 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:15 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-p1 GxC 1 ivMilYvYDFCI WO_yag6dx2jxuRKXh3y?yGwrM 4-7.12i 9-0-0 I 15-5-8 I 21-11-0 I 26-3-4 30-11-0 4-7-12 4.4.4 6-5-8 6-5-8 4-4-4 4-7-12 Scale=1:52.6 454= 3x8= 4x4= 4 22 23 5 24 25 6 fry rj 7.00 FlY 1.5x4•� / \ 1.5x4* 7 3 cq • 26 O 3x4* 21 4x4 62 8 1 to, / \ • 9 12 11 10 3x8= 5x5= 3x8= 3x10 II 3x8 II 9.0.0 { 15-5-8 i 21-11-0 I 30-11-0 9-0-0 6-5-8 6-5-8 9-0-0 Plate Offsets(X,Y)-- [1:0-3-8,Edgej,[9:0-5-7,Edge),[11:0-2-8,0-3-0) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.12 12-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.30 12-15 >999 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.19 Horz(TL) 0.09 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:169 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-12,5-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x4 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1144/0-3-8,9=1144/0-5.8 Max Horz 1=105(LC 11) Max Uplift 1=-223(LC 12),9=-223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1690/495,3-4=-1540/467,4-5=-1305/441,5-6=-1305/442,6-7=-1540/467, 7-9=-1693/495 BOT CHORD 1-12=-369/1399,11-12=-360/1587,10-11=-360/1587,9-10=-363/1402 WEBS 4-12=-94/486,5-12=-462/124,5-10=-463/123,6-10=-94/487 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=2511;B=45ft;L=31ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 9-0-0,Exterior(2)9-0.0 to 26-4-14,Interior(1)26-4-14 to 30.11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 1=223,9=223. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.10/032015 BEFORE USE ta• Design valid for use only with Mllek&connectors.Ills design is based eed only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always requked for stability and to prevent collapse with possible personal Inlay and property damage. for general gubdance regarding the fabricatkrn,storage,delivery,erection and bracing of tr sses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 1 Jot r Truss I Truss Type Oty Ply Riverside Homes/Key West/jk IJ160526.1 CO3 ATTIC 1 1 19916598 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:16 2016 Page 1J ID:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-HDgJPMjX70QPXinRm01 dW 96vR1 F8SBwaZ Bad URyGwrL 5-3-10 10-3-12 11.0-n 15.5-8I 19-11-0 20-7-4 25-7-6 l 30-11-0 { 5-3-10 5-0-2 0-8-4 4-5-8 4-5-8 0-8-4 5-0-2 5-3-10 Scale=1:52.4 6x6= 3x6 i 6x8— 6x6=3x6 4 Y7 5 28 6 3`,�, 16 ® 7 7.00 12 17 18 -4 3x5 i 26 29 3x5 2 8 • r p � N 25 30 1 10.0-0 9 5! . INN. ' 15 14 13 31 32 12 1/ 10 =. 5x8 I I 2x4 II 4x7= 6x6= 6x6= 4x7= 2x4 II 5x8 II I 5-3-10 i 10-3-12 15-5-8 i 20-7-4 f 25-7-6 30-11-0 5-3-10 5-0-2 5-1-12 5-1-12 5-0-2 5-3-10 Plate Offsets(X,Y)-- 14:0-3.0,0-1-121,f5:0-4-0,0-2-01,16:0-3-0,0-1-12],112:0-3-0,0-4-01,113:0-3-0,0-4-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.24 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.49 12-13 >760 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.06 9 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Attic -0.18 12-13 675 360 Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x6 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-14:2x6 SP No.1D WEBS 2 Rows at 1/3 pts 3-7 WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 1=1245/0.3-8,9=1245/0-5-8 Max Horz 1=129(LC 11) Max Uplift 1=-142(LC 12),9=-142(LC 12) Max Gray 1=1408(LC 18),9=1408(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2160/343,2-3=-2127/291,3-4.956/394,4-5=-916/368,5-6=-916/368, 6-7=-956/394,7-8=-2127/291,8-9=-2161/343 BOT CHORD 1-15=-240/1897,13-15=-240/1897,12-13=-95/1829,10-12=-235/1801,9-10=-235/1801 WEBS 2-15=-280/57,2-13.265/245,3-13=0/727,7-12=0/727,8-12=-265/245,8-10=-280/57, 3-16=-1063/0,16-17=-1016/0,17-18=-1016/0,7-18=-1063/0,4-16=-156/365, 6-18=-156/365 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=3.0psh h=25ft;B=45ft;L=31st;eave=4tt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 11-0-0,Exterior(2)11-0-0 to 24-3-7,Interior(1)24-3-7 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) 100.01b AC unit load placed on the bottom chord,15-5-8 from left end,supported at two points,3-0-0 apart. 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 20.0psi on the bottom chord in 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)Bottom chord live load(35.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-13 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=142,9=142. 9)Attic room checked for U360 deflection. r 0 WARNING-VMty&sign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. mil• Design valid for use only with MITek49 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 opplIcabilty 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 regrked for stability and to prevent collapse with possible personal nfuy and property damage. For general grdance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI f Quilty Criteria,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Information avd&Yrle Born Trans Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 IJot) • Truss Truss Type Ory Ply Riverside Homes/Key West/jk T9916599 J160526-1 C04 ATTIC 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:17 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-IQOidik9uJYG9sMeKjYs3Nf?IRZTBnIkngAA1 uyGwrK 11.9.7 20-7-4 5.3.10 1 10-3-12 10-6-8 ,13-0-01 17 -11-0 19-1-9120-4-8 I I 25-7-6 1 30-11-0 5.3.10 5.0-2 0.2.42 ' 1-2-9 4-11-0 1.2.9 1.2.15 5.0-2 5-3-10 1-2-15 0-2-12 4x4= Scale=1:52.4 4x4= 5 29 30 6 3x6 4 03x6 47 7.00 12 -� 4, 28 17 18 31 1.5x4 II 1.5x4 11 3x5% 3x5 38 3x4 i 27ADD 32 2 3x4 1 100-0 41111111t x 1 :atY Y 10 a ® 16 t5 14 33 34 13 12 11 6x6 II 1.5x4 II 4x7 5x5= 5x5= 4x7 1.5x4 11 6x6 II 5-3-10 10-3-12 20-7-4 25-7-6 30-11-0 5-3-10 I 5-0-2 10-3-8 I 5-0-2 i 5-3-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.30 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.54 13-14 >692 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Attic -0.25 13-14 492 360 Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 12-15:2x6 SP No.1 D 10-0-0 oc bracing:13-14. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):17,18 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1245/0-3-8,10=1245/0-3-8 Max Horz 1=-152(LC 10) Max Uplift 1=-142(LC 12),10=-142(LC 12) Max Gray 1=1368(LC 18),10=1368(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2067/326,3-4=-2029/282,4-5=-443/211,5-6=-343/197,6-7=-443/211, 7-8=-2030/282,8-10=-2068/326 BOT CHORD 1-16=-222/1826,14-16=-222/1830,13-14=-85/1762,11-13=-217/1717,10-11=-217/1712 WEBS 3-14=-259/248,4-14=0/662,7-13=0/663,8-13=-259/248,4-17=-1419/130, 17-18=-1417/130,7-18=-1419/130 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=31ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 13-0-0,Exterior(2)13-0-0 to 22-3-7,Interior(1)22-3-7 to 30.11.0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)100.OIb AC unit load placed on the bottom chord,15-5-8 from left end,supported at two points,3-0-0 apart. 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)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=142,10=142. 9)Attic room checked for L/360 deflection. I A WARNW40-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9811.7473 rev.10m3/2015 BEFORE USE NI Design valid for use oNy with Mltekr connectors.this design k based oNy upon parameters shown,and is for an IndMduol building component,not a truss system.Before use.the building designer must verify the opplkxt lity of design parameters and property incorporate this design Into the overall bu ldng design. eraci1g Indicated is to prevent budding of Individual truss web and/or chord members only.Addtbrsd temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal I nitsy and property damage. For general guidance regarding the fabrication,storage,deitvery erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Perks East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexatdtla,VA 22314. Tampa.FL 33610 Job, , Truss Truss Type Qty i Ply Riverside Homes/Key West/jk I T99166001 IJ160526-1 C05 ATTIC 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:18 2016 Page 1 I D:hZg_ioC7YpnSJJw9gjbK8yYULo-Dcy4g2lnfdg7n0xgtR35baCAQtvMw6Tt0UvkZKyGwrJ 11.9.7 20-7-4 5-3-10 I 10.3.12 101i-e 14-10-0 116-1.0, 19-1-9 ,20-4-91i 25-7-6 30-11-0 5-3-10 5-0-2 0-V12 3-0-9 1-3-0 3-0-9 '1.2.15 5-0-2 5.3.10 1-2-15 0-2-12 4x4= Scale=1:58.2 4x4= 5 6 13 t 3x6 i 3x6 7.00(12 47 } 17 18 1.5x4 II 3x5 i1.5x4 I I 3x5 • 3 8 .- Q 1 Ti27 :i67 28 2 1111111N G t0-0-0 '- .. .. 11:1 = 16 15 id 29 30 13 12 ii 4x7 I' 1.5x4 I I 4x7= 5x5= 5x5= 4x7= 1.5x4 II 4x7 II 5-3-10I 10-3-12 I 20-7-4 { 25-7-6 j 30-11-0 5-3-10 5-0-2 10-3-8 5-0-2 5-3-10 Plate Offsets(X,Y)-- [1:03-4,0.0-11,[10:0-5-3,0.0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.32 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.54 13-14 >686 180 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.10 10 rVa r1/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Attic -0.28 13-14 446 360 Weight:186 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 12-15:2x6 SP No.1 D 10-0-0 oc bracing:13-14. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):17 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1245/0-3-8,10=1245/0-3-8 Max Horz 1=174(LC 11) Max Uplift 1=-142(LC 12),10=-142(LC 12) Max Gray 1=1364(LC 18),10=1364(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2060/304,3-4=-2039/258,4-5=-357/150,6-7=-357/150,7-8=-2040/258, 8-10=-2061/304 BOT CHORD 1-16=-196/1836,14-16=-196/1840,13-14=-65/1774,11-13=-193/1710,10-11=-193/1706 WEBS 3-14=-270/253,4-14=0/665,7-13=0/666,8-13=-2701253,4-17=-1509/183, 17-18=-1508/182,7-18=-1509/183 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=31f1;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 14-10-0,Exterior(2)14-10-0 to 16-1-0,Interior(1)20-7-4 to 30.11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)100.Olb AC unit load placed on the bottom chord,15-5-8 from left end,supported at two points,3-0-0 apart. 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.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=142,10=142. 9)Attic room checked for U360 deflection. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE*61-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with MiTekn connectors.this design is based only upon parameters shown,and Is for an hdivkival building component,not a truss system.Before USO.the b lkikig designer must verity the appiicabllty of design parameters and property incorporate his design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stablity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.defNery,erection and bracing of trusses and truss systems,seeANSt/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from from Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Jolt . Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916601 J160526-1 C06 ATTIC 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:20 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-9?4gFkm2BEwrOJ5D?r6Zh?HVvebC06zAToOgdDyGwrH 11.9.7 20.7.4 5-3-10I l 10.3.12 14-¢-8 ?2-10-0 18-1-0 119-1-9.20-4-811 25-7-6 I 30-11-0 { 5.3.10 5-0-2 042 1-0-9' 5-3-0 1.0.9'1-2-15 5-0-2 5-3-10 1-2-15 0-2-12 4x4= Scale=1:52.6 4x4= 5 29 30 6 3x6 i ft 4 7 7.00 12 �, 28 17 18 31 1.5x4 I 1.5x4 II 3xS i 3x5 3 8 `b , r� q 6 t 3x4 i 27 32 -; 2 93x4 1 100" p 10-0-0 `('_ ' 1 U 3 `hi 101 hi .1b ,° 16 15 14 33 34 13 12 11 4x7 I I 1.5x4 I I 4x7= 3x4= 3x4= 4x7= 1.5x4 II 4x7 I I 5.3.1010.3.12 20-7-4 25-7-6 30-11-0 5-3-10 5-0-2 l 10-3-8 l 5-0-2 l 5-3-10 l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.30 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.54 13-14 >693 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.52 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Attic -0.25 13-14 499 360 Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 12-15:2x6 SP No.1D 10-0-0 oc bracing:13-14. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):17,18 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1245/0-3-8,10=1245/0-3-8 Max Horz 1=150(LC 11) Max Uplift 1=-142(LC 12),10=-142(LC 12) Max Gray 1=1368(LC 18),10=1368(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2067/327,3-4=-2028/283,4-5=-455/216,5-6=-356/201,6-7=-455/216, 7-8=-2030/283,8-10=-2068/327 BOT CHORD 1-16=-223/1825,14-16=-223/1829,13-14=-85/1761,11-13=-218/1717,10-11=-218/1713 WEBS 3-14=-258/247,4-14=0/662,7-13=0/663,8-13=-258/247,4-17=-1407/124, 17-18=-1405/123,7-18=-1407/124 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=31ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 12-10-0,Exterior(2)12-10-0 to 22-5-7,Interior(1)22-5-7 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)100.OIb AC unit load placed on the bottom chord,15-5-8 from left end,supported at two points,3-0-0 apart. 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)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=142,10=142. 9)Attic room checked for U360 deflection. 1 1.01 0 WARNING-Verily dedpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10103/201S BEFORE USE. Design valid for use only with MilekS connectors.Iris design Is based only upon parameters shown.and is for an Individual building component not j ' a truss system.Before use,the bulking designer must verify the appilcablity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of IndMduai 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 tabrk:atkxn,storage,delivery,erection and bracing of trusses and truss systems,sec-ANSI/MI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa,FL 33610 Job, • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916602 IJ160526-1 C07 ATTIC 1 1 L Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:21 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gj bK8yY U Lo-dBeCT4ngyY2ieTg PZZdoDDggf2yw7f RJi S8OAfyGwrG 5-3-10 10-3-12 1 10.0 15-5-8 20-1-0 20-7.4 25-7-6 30-11.0 l l 5-3.10 I 5-0-2 d-6-4 4-7-8 i 4-7-8 0-6.4 5-0-2 5-3-10 Scale=1:52.5 6X10 i 6x10 4 25 26 27 28 5 !* 7.00 riF 3x5 i 24 29 3x5 3 6 v v> 3x4 i 23 :INN 30 3x4 2 7 1 go, 10.0-0Ss 8 �: • M 1: 111-11 - t- j6 13 31 32 10 14 i2 11 9 4x7 11 I.5x4 II 4x7 5x5 7-75x5_ 4x7= 1.5x4 II 4x7 II 5-3-10 10-3-12 15-5-8 20.7.4 25-7-6 30-11-0 5-3-10 I 5-0-2 I 5-1-12 i 5-1-12 5-0-2 { 5-3-10 Plate Offsets(X,Y)-- 11:0-3-4,0-0-11,18:0-53,0.0-11 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.25 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.51 11-12 >722 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.10 8 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH j Attic -0.19 11-12 660 360 Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. 4-5:2x8 SP No.1 D BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: BOT CHORD 2x4 SP No.2*Except' 10-0-0 oc bracing:11-12. 10-13:2x6 SP No.1D WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=1245/0-3-8,8=1245/0-3-8 Max Horz 1=122(LC 11) Max Uplift 1.142(LC 12),8=-142(LC 12) Max Gray 1=1369(LC 18),8=1369(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2067/339,3-4=-2019/292,4-5=-1698/290,5-6=-2020/292,6-8=-2067/339 BOT CHORD 1-14=-235/1803,12-14=-235/1808,11-12=-94/1739,9-11=-231/1717,8-9=-231/1712 WEBS 4-12=0/655,5-11=0/655 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=31ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 10-5-8,Exterior(2)10-5-8 to 24-9-15,Interior(1)24-9-15 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)100.0Ib AC unit load placed on the bottom chord,15-5-8 from left end,supported at two points,3-0-0 apart. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-12 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=142,8=142. 9)Attic room checked for L/360 deflection. I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10N3/2015 BEFORE USE. Design valid for use only with Woke convectors.This design Is based only urx,n pararneters shown.and Is for an Individual building component,not 11111 a teas system.Before use,Hie bulking designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulking design. tkachg indicated Is to prevent buckling of it dMclu al truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wIh possible personal Mary and properly damage. For general guidance regarding he fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Bulldog Component 6904 Parke East Blvd. Safety Information available from Truss Plate InsBtute,218 N.Lee Street,Stile 312,Alexandria.VA 22314. Tampa.FL 33610 Job. Truss Truss Type Oty 7Ply Riverside Homes/Key West/jk ! T99166031 1,1160526.1 C08 Roof Special 1 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:21 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-dBeCT4ngyY2ieTgPZZdoDDgha2_07X 1 JiS80AfyGwrG 6-4-10 12-5-12 16-1-8 22.1.0 26-4-4 30.11-0 6-4-10 6-1-2 I 3-7-12 I 5-11-8 4-3-4 4-6-12 Sx5= Scale=1:53.5 4 23 1 5x5= 4x7= 7.00 12 22 5 w 1.5x4 \\ w 24 25 3 1.5x4 i 1 7 :.-, 7 27 3x4 i 21 3x4 .S 2 8 1 9 9 aD 6 11 - o 12 28 29i1 10 3x4= 3x8 Ii 5x8= 3x4= 3x8 II 8-2-8 16-1-8 22-1-0 30-11-0 8-2-8 7-11-0 I 5-11-8 i 8-10-0 Plate Offsets(X,Y)-- F1:0-3-8,Edge),F6:0-5-4,0-2-01,I9:0-5-7,Edge1,F11:0-4-0,0-3-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 • Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.24 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.50 11-12 >742 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1144/0-3-8,9=1144/0-3-8 Max Horz 1=146(LC 11) Max Uplift 1=-223(LC 12),9=-223(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1702/452,3-4=-1595/497,4-5=-1909/618,5-6=-1580/487,6-7.1545/447, 7.9=-1688/474 BOT CHORD 1-12=-310/1458,11-12=-176/1110,10-11=-251/1306,9-10=-338/1397 WEBS 3-12=-276/179,4-12=-126/505,4-11=-358/1183,5-11=-1176/420,6-11=-94/467, 6-10=-12/290 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=31tt;eave=4tt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 12-5-12,Exterior(2)12-5-12 to 15-6-14,Interior(1)16-1-8 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=1b) 1=223,9=223. 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MIEN REFERANCE PAGE MN-7473 rev.10.03/2015 BEFORE USE. 111 Design valid for use only with Mibi&connectors.RNs design k based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verily the cuprpllcabiity of design parameters and properly Incorporate this design kilo the overall building design. Bracing Indicated is to prevent buckling of Individual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Criteria,058-89 and BCSI BuNding Component 6904 Parke East Blvd. Safety Information avdlable horn Teas Plate Institute,218 N.Lee Sheet.Salle 312.Alexandria.VA 22314. Tampa,FL 33610 • IJott . Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916604 J160526-1 C09 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:22 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-6NBbgOoljsAYFdFb6G81 maMrUSIAszCTx6txi5yGwrF 6-4-10 12-5-12I 18-1-8 24-1-0 30.11.0 6-4-10 6.1.2 5-7-12 5-11-8 6-10-0 5x5= Scale=1:53.5 4 7.00 12 21lir 114111114411111s442issio.2 1.5x4\\ 5x5= 4x7= 5 3 • \ 0 23 24 7. 3x4 i 20 25 p 3x4 d 7 4 1 G • - _ 8 6 `• Id 11 26 27 10 9 c, 3x4= 3x8 II 5x8= 1.5x4 II 358 II 9-2-8 18-1-8 I 24-1-0 j 30-11-0 9-2-8 8-11-0 5-11-8 6-10-0 Plate Offsets(X,Y)-- 11:0-3-8,Edge),16:0-5-4,0-2-01,18:0-5-7,Edge),f10:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.34 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.68 10-11 >546 180 BCLL 0.0 ' j Rep Stress Ina YES WB 0.73 Horz(TL) 0.08 8 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 2-2-0 oc bracing:1-11. SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1144/0-3-8,8=1144/0-3-8 Max Horz 1=146(LC 11) Max Uplift 1=-223(LC 12),8=-223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1695/450,3-4=-1543/462,4-5=-2380/728,5-6=-1939/553,6-8=-1679/455 BOT CHORD 1-11=-309/1459,10-11=-173/1119,9-10=-301/1379,8-9=-301/1377 WEBS 3-11=-280/175,4-11.93/506,4-10=-443/1501,5-10=-1467/496,6-10=-151/780 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=31ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=O.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-1-2,Interior(1)3-1-2 to 12-5-12,Exterior(2)12-5-12 to 15-6-14,Interior(1)18-1-8 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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) 1=223,8=223. t � o WARPING-Vivify dolga paramebrs and READ NOTES ON THIS AND INCLUDED AIITEK REFERANCE PAGE 041.7473 rev.10W3/2015 BEFORE USE mil• Design valid for use only with Mlek®connectors.This design is based only upon parameters shown-and is for an IrxANdual 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 twldktg design. Prachg indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek• is always required for stability and to prevent collapse with possible personal hluy and property darnage. For general guider ce regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSl/lPI l Quality Criteria,058-69 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.lee Sheet Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job. s Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916605 IJ160526-1 C10 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:23 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-aalztmpwU9lPtngog_fGlevyRsgl-bP7cAmdUEXyGwrE 5-8-12 11-2-0 13-9-8 20-1-8 23-1-4 26-1-0 30-11-0 5-8-12 I 5-5-4 2-7-8 6-4-0 2-11-12 I 2-11-12 1 4-10-0 4x7= Scale=1:56.6 4x4=- 4 4 23 5 7.00 FIF 3x5- 3 = 3x4= 4x10= r NIIIIIIIIIIIIII44111414111ssolix8 7 n3x4 G /" / 111411Nisisiiiith, r 2 I ' NNQ."11 "- 1....",:o. • r3 nn nn d 15 14 13 12 11 25 t0 26 27 '= • 4x7 II 1.5x4 II 5x5= 3x10= 10x10= 5x5= 1-111.1263x8I NAILED 6x8= NAILED NAILED 5-8-12 11-2-0I 13-9-8 20-1-8 { 23-1-4 } 26-1-0 I 30-11-0 5-8-12 5-5-4 2-7-8 6-4-0 2-11-12 2-11-12 4-10-0 Plate Offsets(X,Y)-- [4:0-5-4,0-2-0],[8:0-7-8,0-2-01,[14:0-2-8,0-3-0] LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.20 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.49 12-13 >763 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(TL) 0.09 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 Weight:198 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1D'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-12:2x8 SP No.ID 7-2-15 oc bracing:12-13. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-13 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Right:2x4 SP No.3 Brace must cover 90%of web length. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1416/0-3-8,9=2501/0-3-8 Max Horz 1=-131(LC 6) Max Uplift 1=-292(LC 8),9=-609(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2169/473,3-4=-1946/473,4-5=-1796/482,5-6=-2144/506,6-7=-40841935, 7-8=-4111/961,8-9=-3827/897 BOT CHORD 1-15=-344/1805,14-15=-344/1805,13-14=-252/1615,12-13=-859/4095,11-12=-882/4120, 10-11=-727/3269,9-10=-717/3231 WEBS 3-14=-317/156,4-14=-65/263,4-13=-128/642,5-13=-147/779,6-13=-2602/639, 6-12=-364/287,8-10=-251/862,8-11=-222/1228,7-11=-528/361,7-12=-415/533 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=31ft;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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s)except(jt=lb) 1=292,9=609. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 24-10-12 from the left end to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-10d(0.1485(3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Continued on Daae 2 1 I A WARNING•Vorily dodyn paranwtors and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MI1.7473 rev.70'02/1075 BEFORE USE. 11111 Design valid for use only with MITek®connectors.this design is based only upon parameters shown and is for an IndMdual txlldlrrg component,not a Inas system.Before use,the building designer must verity the applIcabilty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of indivkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stablily and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and tracing of trusses and truss system&seeANSI/1PI1 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East BNd. Safety Information avcilabte from Buss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tempe.FL 33610 Job • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916605 J160526-1 C10 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:23 2016 Page 2 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-aalztmpwU9lPtngog_tGlevyRsgLbP7cAmdUEXyGwrE LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,5-6=-54,6-8=-54,8-9=-54,16-20=-20 Concentrated Loads(lb) Vert:10=-153(F)25=-1166(F)26=-153(F)27=-156(F) WARNWO•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE. 1111 Design valid for use only with Wein,:connectors.This design Is based only upon parameters shown,and Is for an indivkkral building component,not a toss system.Before use.the building designer must verify the applcabilry of design parameters and properly kncogx>rate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possbie personal okay and properly damage. For general guidance regarding the fabrication.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 Sheet,Suite 312.Alexandria.VA 22314. Tanya.FL 33610 Job, Truss I Truss Type Qty Ply Riverside Homes/Key West/jk T9916606 1J160526-1 DO1 Half Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:24 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-2mJL56pYFTQGVxP_EhAVrrR8?G7Z KvsmOQM2n_yGwrD 3-7-12 7.0.0 11-11-0 3-7-12 3-4-4 I 4-11-0 Scale=1:20.0 Special 5x5= NAILED NAILED 3x8= 4 12 13 3.00 12 - - 1.5x4 3 3x5 2 --411 1 a i e II II (I 14 7 AI 16 6x10= 15 NAILED NAILED 4x7 1 I Special 3x6 I Special 7-0-0 11-11-0 7.0-0 I 4-11-0 Plate Offsets(X,Y)-- [1:0-3-8,Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.07 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.17 7-10 >824 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(TL) 0.03 6 rVa rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH _—_ Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1014/0-3-8,6=1481/Mechanical Max Horz 1=73(LC 24) Max Uplift 1=-278(LC 4),6=-409(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2393/698,3-4.2549/739,4-5=-2451/715,5-6=-1364/431 BOT CHORD 1-7=-657/2264 WEBS 3-7=-329/427,4-7=-282/295,5-7=-741/2607 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=278,6=409. 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)564 lb down and 410 lb up at 7-0-0 on top chord,and 340 lb down and 102 lb up at 6-9-14,and 425 lb down and 103 lb up at 7-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,6-8=-20 Concentrated Loads(Ib) Vert:4=-493(B)7=-425(B)12=-115(B)13=-115(B)14=-340(B)15=-68(B)16=-68(B) 1 � 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with tv9TelrS connectors.This design is based only upon parameters shown,and Is for an Irtdlvldu l building component,not a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly Incorporate this design into the overall Wilding 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 i fury and property damage. For general guidance regardig the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualty Chteria,DS8-89 and BCSI Buldkng Component 6904 Parke East Blvd. Safety Information avaBable from Truss Plate Institute,218 N.Lee Sheet.Stile 312,Alexandria,VA 22314. Tampa,FL 33610 Job. !Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916607 J160526-1 D02 ROOF SPECIAL 2 1 JJob Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:25 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-W ytjl RgA0nY765_AoPhk03_OTtNn3Tpvd46bJQyGwrC 4.4.12 8-6-0 10-2-8 11-11-0 4-4-12 { 4-1-4 1-8-8 1-8-8 Scale=1:20.6 1.5x4 I I 4 4x7= 2x4 II 3.0012 ° - 5x8= 7 1,5x4. :\L. i 3 15r o 3x42 ,S NN1r 10 9 8 3x8= 1.5x4 II 3x5= 3x8 II 8-6-0 I 10-2-8 11-11-0 8-6-0 1-8-8 1-8-8 Plate Offsets(X,Y)-- 11:0-3-8,Edge),14:0-5-4,0-2-4],(6:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.07 10-13 >999 480 MT20 244/190 TCDL 7.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.19 10-13 >745 360 BCLL 0.0 ' Rep Stress Ina NO WB 0.16 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.01 10 >999 240 Weight:63 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. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=500/0-3-8,8=1074/Mechanical Max Horz 1=86(LC 9) Max Uplift 1=-96(LC 8),8=-35(LC 8) Max Gray 1=535(LC 17),8=1162(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1101/285,3-4=-751/141,7-8=-317/0 BOT CHORD 1-10=-309/1073,9-10=-142/649,8-9=-142/676 WEBS 3-10=-375/179,4-6.752/139,6-8=-1023/187 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=24tt;eave=4ft;Cat. II;Exp 8;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)C-C wind load user defined. 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.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,8. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)462 lb down and 185 lb up at 10-6-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=-54,4-5=-54,6-7=-224,8-11=-20 Concentrated Loads(Ib) Vert:16=-412 Continued on Daae 2 tD WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/201S BEFORE USE. Design valid for use only with Mileka connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the balding designer must verify the aprrlcubllty of design parameters and properly incorporate this design Into the overall balding design. Brachg Indicated is to prevent budding ng 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 hlray and property damage. For general guidance regarding the fabrication,storage.delNery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job, • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916607 J160526-1 D02 ROOF SPECIAL 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:25 2016 Page 2 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-W ytj I RgA0nY765_AoPhkO3_OTf Nn3Tpvd46bJQyGwrC LOAD CASE(S) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert 1-4=-59,4-5=-59,6-7=-234,8-11=-20 Concentrated Loads(Ib) Vert:16=-356 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-14,4-5=-14,6-7=-144,8-11.40 Concentrated Loads(Ib) Vert:16=-301 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-15=39,4-15=23,4-5=26,6-7=-104,8-11=-6 Horz:1-15=-48,4-15=-31,5-6=16,7-8=36 Concentrated Loads(Ib) Vert:16=185 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=23,4-5=38,6-7=-92,8-11=-6 Horz:1-4=-31,5-6=-41,7-8=-22 Concentrated Loads(Ib) Vert:16=179 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-31,4-5=-27,6-7=-157,8-11=-20 Horz:1-4=17,5.6=-19,7-8=-33 Concentrated Loads(Ib) Vert:16=-283 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-31,4-5=-27,6-7=-157,8-11.20 Horz:1-4=17,5-6=38,7-8=25 Concentrated Loads(Ib) Vert:16=-389 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=23,4-5=29,6-7=-101,8-11=-6 Horz:1-4=-32,5-6=-11,7-8=18 Concentrated Loads(Ib) Vert:16=130 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=12,4-5=29,6.7=-101,8-11=-6 Horz:1-4=-21,5-6=-26,7-8=-15 Concentrated Loads(Ib) Veil:16=130 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-15,4-5=-15,6-7=-145,8-11=-20 Horz:1-4=1,5-6=31,7-8=7 Concentrated Loads(Ib) Vert:16=-330 11)Dead+0.6 MW FRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-4,4-5=-15,6-7=-145,8-11=-20 Horz:1-4=-10,5-6=-4,7-8=-25 Concentrated Loads(Ib) Vert:16=-219 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pH) Vert:1-4=20,4-5=20,6-7=-110,8-11=-6 Horz:1-4=-29,5-6=-34,7-8=23 Concentrated Loads(Ib) Vert:16=80 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=10,4-5=10,6-7=-120,8-11=-6 Horz:1-4=-18,5-6=-24,7-8=23 Concentrated Loads(lb) Vert:16=22 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-4=-15,4-5=-15,6-7=-145,8-11=-20 Horz:1-4=1,5-6=6,7-8=12 Concentrated Loads(Ib) Vert:16=-316 .00ntinupd on Daae 3 A WARNRIO•Verify design param.ers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 519.7473 rev.10.73/2016 BEFORE USE. Design valid for use only with MITek9 connectors.this design Is based only upon parameters shown.and Is for an IndlvkAxi braiding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing M uTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general madame regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Cdterta,DSB-19 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 f !Job, Truss Truss Type I Oty Ply Riverside Homes/Key West/jk T9916607 J160526-1 D02 ROOF SPECIAL 12 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:25 2016 Page 3 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-W ytjl RgA0nY765_AoPhkO3_OTfNn3Tpvd46bJOyGwrC LOAD CASE(S) 15)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.4=-15,4-5=-15,6-7=-145,8-11=-20 Horz:1-4=1,5-6=6,7-8=12 Concentrated Loads(Ib) Vert:16=-316 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pit) Vert:1-4=-14,4-5=-14,6-7=-184,8-11=-20 Concentrated Loads(lb) Vert:16=-189 17)Dead+0.75 Roof Live(bal.)+0.75 Attic Floor+0.75(0.6 MW FRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.4=-60,4-5=-60,6-7=-235,8-11=-20 Horz:1-4=1,5-6=23,7-8=5 Concentrated Loads(Ib) Vert:16=-462 18)Dead+0.75 Roof Live(bal.)+0.75 Attic Floor+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-51,4-5=-60,6-7=-235,8-11=-20 Horz:1-4=-8,5-6=-3,7-8=-19 Concentrated Loads(lb) Vert:16=-378 19)Dead+0.75 Roof Live(bal.)+0.75 Attic Floor+0.75(0.6 MW FRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-4.60,4-5=-60,6-7=-235,8.11=-20 Horz:1-4=1,5-6=5,7-8=9 Concentrated Loads(Ib) Vert:16=-451 20)Dead+0.75 Roof Live(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,6-7=-235,8-11=-20 Horz:1-4=1,5-6=5,7-8=9 Concentrated Loads(Ib) Vert:16=-451 21)1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,6-7=-184,8-11=-20 Concentrated Loads(Ib) Vert:16=-412 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-14,4-5=-54,6-7=-224,8-11=-20 Concentrated Loads(lb) Vert:16=-412 23)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4.59,4-5=-59,6-7=-204,8-11=-20 Concentrated Loads(Ib) Vert:16=-356 24)4th Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pli) Vert:1-4=-29,4-5=-59,6-7=-234,8-11=-20 Concentrated Loads(lb) Vert:16=-356 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10/03:201S BEFORE USE. 1111 Design valid for use only with Welt®connectors.this design is based only upon parameters shown.and Is for cn Individual building component.not a truss system.Before use,the balding designer must verify the appllcabllty of design ixxameters and properly Incorporate this design Into the overall ;� bulldog design. Bracing Indicated Is to prevent budding of Inns individual truss web and/or chord members only. Additional temporary and permanent bracing Wok' Is always required for stability and to prevent collapse with possible personal Injury and property damage. pop general guidance regarding the Parke Earn BNd fabrication,storage,delivery.erection and bracing of trusses and tr ss systems.seeANSI/TPl I Quality Criteria,D611-69 and SCSI 8utlding Component 6904 Tampa, 33810 Safely Information available from truss Plate institute,218 N.Lee Street.Sidle 312,Alexandria.VA 22314. 'Job. I Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916608 J160526-1 'D03 HALF HIP 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:26 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-_9R5W nrpm4g_kEYML6DzwGXWG3mMotb3skr9rsyGwrB 5-3-0 10-2-8 11-11-0 5-3-0 I 4-11-8 1-8-8 { 2x5 Il Scale=1:21.0 4 3.00 FT 2x4 11 — 6x8= 4x4=15 5 3 • 14 Nd 3x4 a, 2 ] ra V N 1 8 T 11.0 3x4= 8 xx 1.5x4 I 3x5= 3x6 ,I 5-3-0 10.2.8i 11-11-0 5-3-0 I 4-11-8 1-8-8 Plate Offsets(X,Y)-- 11:0-2-4,0-2-151,(5:0-2-12,0-2-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.03 9 >999 480 MT20 244/190 TCDL 7.0 Lumber DOL 1.00 j BC 0.47 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 * Rep Stress Incr NO WB 0.38 Horz(TL) 0.02 7 iVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.02 9 >999 240 Weight:65 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 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 2-0-0 REACTIONS. (lb/size) 1=510/0-3-8,7=1099/Mechanical Max Horz 1=104(LC 9) Max Uplift 1=-80(LC 8),7=-6(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1059/216,6-7=-265/16 BOT CHORD 1-9=-331/1006,8-9=-112/661,7-8=-116/686 WEBS 3-5=-906/204,5-9=-235/385,5-7=-1053/146 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=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 11-9-4 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 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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:1-4=-54,5-6=-100,7-10=-20 Concentrated Loads(Ib) Vert:16=-660 t A WARNING-Verity dosIgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 519.7473 nv.10/032015 BEFORE USE. Design valid for use only with Mllolc0)connectors.ibis design Is based only upon parameters shown,and is for an Individual building ng component.not a truss system.Before use,the building designer must verify the upplicol lily of design parameters and properly incorporate this design into the overall b skiing design. Bracing indicated Is to prevent b uc ling 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 poi:sale personal Injury and property damage. For general guidance regarding the Parke fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/1PI1 Qually 6904 Perko East Blvd. Criteria,DSB-89 and BCSI Building Component 6904 P. East 0 Sauey Information ovallable horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. r !Job, Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916609 J160526-1 1E01 Roof Special Girder 1 1 1 _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:27 2016 Page 1 ID:hZg_ioC7YpnS JJw9gjbK8yYULo•SL?Uj7sRXOorM07ZvgkCTU3kFT1 XXI3C4ObiNJyGwrA 6-3-12 8-8-9 12.10.8 16-10-1021.0.9 24.11.8 I 6-3-12 2-4-13 i 4-1-15 I 4-0-3 4-1-15 3-10-15 Scale=1:43.1 4x4= 3 70012 NAILED Special 4x4= 3x4= 3x4= 4x10= 1.5x44 5 NAILED 6 NAILED NAILED nn n Cil no r.; 2C 21 23 1 6 :0000000471./El If nn o1 fir nn I'HP I a 13 12 11 25 26 t0 27 28 9 29 E4 4x10 I I 8x8= 3x4= 3x4= NAILED 4x4= NAILED 2x4 II 6x8 II HTU26 NAILED NAILED NAILED NAILED 6-3-12 8-8-9 12.10.8 16-10-10 21-0-9 24-11-8 I 6-3-12 2-4-13 I 4-1-15 I 4-0-3 { i 4-1-15 3-10-15 Plate Offsets(X,Y)-- 11:0-5-8,Edgel,f7:0.7.8,0-2-01,113:0-4-0,0.4-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.18 11 >999 240 MT20 244/190 TCDL 7.0 ! Lumber DOL 1.25 BC 0.79 Vert(TL) -0.39 11 >764 180 BCLL 0.0 " Rep Stress Incr NO WB 0.50 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-8 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 1=1275/0-3-8,8=1548/0-3-8 Max Horz 1=-73(LC 6) Max Uplift 1=316(LC 8),8=-464(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1966/523,2-3=-1875/513,3-4=-1849/513,4-5=-3094/859,5-6=-3811/1100, 6-7=-3310/1014,7-8=-2372/739 BOT CHORD 1-13=-407/1628,12-13=-783/3063,11-12=-1033/3811,10-11=-947/3310,9-10=-589/1993, 8-9=-587/1986 WEBS 4-12=-189/607,3-13=-439/1643,4-13=-2205/635,5-12=-919/337,5-11=-193/329, 6-11=-104/604,6-10=-664/225,7-10=-432/1570 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=451t;L=25ft;eave=4tt;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 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb) 1=316,8=464. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 12-8-4 from the left end to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)112 lb down and 111 lb up at 21-0-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Continued on nage 2 I mis. Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE Design valid for use only with MIleke connectors.Ids design is based only upon parameters shown,and Is for an individual bolding component,not a truss system.Before use.the building designer must verify the applicability or design parameters and properly krcorrxxate this design S to the overall bulking design. Bracing indicated Is to prevent buckling of kxilvkfual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always regrEed for stability and to prevent collapse with possible personal ky iy and property damage. For general gridarrce regarding the fabrication.storage.delivery,erection and bracing of Trusses Ind truss systems,seeANSI/IPI l Quilty Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely IMormallon avdlable from Truss Plate Institute.218 N.Lee Sheet,Spite 312.Alexandria-VA 22314. Tampa-FL 33610 Job, Truss Truss Type Qty Ply Riverside Homes/Key Westljk T9916609 J160526-1 E01 Roof Special Girder 1 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:27 2016 Page 2 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-SL?Uj7sRXOorMO7ZvgkCTU3kFT I XXI3C4ObiNJyGwrA LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) • Vert:1-3=-54,3-4=-54,4-7=-54,7-8=-54,14-17=-20 Concentrated Loads(Ib) Vert:9=-117(F)11=-494(F)21=-38(F)22=-38(F)23=-38(F)24=-38(F)25=-25(F)26=-25(F)27=-25(F)28=-25(F)29=-114(F) WARNWO-YarHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev./0032015 BEFORE USE. Design valid for use only with MMTekli connectors.this design Is bused only upon parameters shown,and Is for an Indlvklual bulking component,not a truss system.Before use,the bulling designer must verity the applicability of design parameters and 110pOrly Incorporate this design Into the overall building design. Racing Indicated is to prevent truckling of individual truss web and/or chard members only. Addltk,nol 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 fabricatkrl storage.delivery,erecton and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandra,VA 22314. Tampa.FL 33610 rfet Job, Truss Truss Type Oty Ply Riverside Homes/Key West/jk T9916610 J160526-1 E02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:28 2016 Page 1 I D:hZg_ioC7YpnS_JJ w9gj bK8yY U Lo-wXZsxTs3l iwi zYi I TXF R?hctutROGgtLJ2KFwlyGwr9 5-10-15 12-5-12 19-0-9 24-11-8 5-10-15 I 6-6-13 f 6-6-13 5-10-15 Scale=1:42.4 4x7= 1.5x4 I 4x7= 3 20 4 21 5 7.00 TIT io ii ,� 22 19 3x4 I 3x4 v 2 6 e r 1 11141111 7 10 9 8 3x8 II 1.5x4 II 5x8= 1.5x4 I I 3x8 I I 5.10-15I 12-5-12 l 19-0-9 24-11-8 5-10-15 6-6-13 6-6-13 5-10-15 Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[3:0.54,0-2-01,[5:0-5-4,0-2-01,[7:0-5-7,Edgel,[9:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 ' Vert(TL) -0.21 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.07 7 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:121 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=923/0-3-8,7=923/0-3-8 Max Horz 1=-69(LC 10) Max Uplift 1.180(LC 12),7=-180(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1318/387,3-4=-1541/492,4-5=-1541/492,5-7=-1318/387 BOT CHORD 1-10=-254/1078,9-10=-253/1082,8-9=-253/1082,7-8=-254/1078 WEBS 3-9=-144/610,4-9=-419/193,5-9=-144/610 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=4.2pst;BCDL=3.0psf;h=25th B=45ft;L=25ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterlor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-10-15,Exterior(2)5-10-15 to 23-3-8,Interior(1)23-3-8 to 24-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=180,7=180. la 0 WARNING-Verify daalgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Weide connectors.This design is based only upon rxtrameters shown,and Is for an indlyFdual building component,rot a truss system.Before use,the building designer must verity the applicability of design pxrarroters and properly Incorporate this design Into the overall bulling design. Racing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary rind permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fa alcaflon.storage,delivery,erection and bracing of trines and truss systems,seeANSI/TPI I Quality Criteria,DSB49 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information avclable 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/Key West/jk T9916611 J160526-1 E03 Hip 1 1 Job Reference(optional) I Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:29 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-Oj7E8pth3?3ZbiHx1 EmgYv962HjA?G7VYi4pSByGwr8 4-1-3 7-10-15 12-5-12 17-0-920-10-5 24-10-0 4-1-3 I 3-9-11 i 4-6-13 I 4-6-13 3-9-11 I 3.11.11 Scale=1:42.1 4x4= 3x4= 4x4= 4 521 22 6 7.00 12 1.5x4 /J1.5x4-i 7 3 23 ♦• • 4x4 4 J1 3x4 i 8 2 ii 1 1 0' 9 it 10 3x8 I I 5x8= 3x8= 4x7 11 7.10.15 { 17-0-9 24-10-0 7-10-15 9-1-10 7-9-7 Plate Offsets(X,Y)-- 11:0.3-8,Edgel,[9:0-5-1,0-0-1],[11:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. I DE FL. in (loo) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.35 10-11 >857 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 I Horz(TL) 0.06 9 rite n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH I Weight:133IbFT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=919/0-3-8,9=919/Mechanical Max Horz 1=-92(LC 10) Max Uplift 1=-179(LC 12),9=-179(LC 12) FORCES. (lb)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1317/394,3-4=-1193/368,4-5=-1005/350,5-6=-998/349,6-7=-1181/365, 7-9=-1291/387 BOT CHORD 1-11=-289/1085,10-11=-259/1118,9-10=-276/1054 WEBS 4-11=-73/377,5-10=-254/94,6-10=-70/370 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=25it;eave=4it;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-10-15,Exterior(2)7-10-15 to 20-11-14,Interior(1)20-11-14 to 24-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=179,9=179. pill A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MN-7473 rev.10'03/2015 BEFORE USE. Design valid for use only with MllekS)connectors.This design is based only upon parameters shown.and is for ai individual building component.not a truss system.Before use,the building designer must verify the aprrlk:abily of design parameters and properly incorporate this design into the overall briding design. Bracing indicated Is to prevent buckling of individual truss web aid/or chord members only. Additional temporary aril permanent bracing MiTek* Is always required for stability and to prevent collque with possible personal briny and properly damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSVIPI t Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Tess Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tempa.FL 33610 Job, Truss Truss Type Qty Ply Riverside Homes/Key West/jk 1 T99166121 J160526-1 E04 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:30 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-twgcL9uJgJBQDss8ayHv56hJcg2Bkk?enMpM_dyGwr7 I 5-1-3 I 9-10-15 15-0-9 I 19-10-5 24-10-0 5-1-3 4-9-11 5-1-10 4-9-11 4-11-11 4x4= Scale=1:42.2 4x7=- 4 4 21 22 23 5 7.00 5-2 1.5x4 20 24 1.5x4 6 * 3 v • 25 QS 19 ...r; — 3x4 4x4 Q 7 2 1 r a 1 . 11 10 9 4x7 II 5x8= 3x4= 4x10 I1 9-10-15 15.0.9 { 24-10-0 9-10-15 5.1-10 9-9-7 Plate Offsets(X,Y)-- 15:0-5.4,0-2-01,18:0-6-5,Edge],110:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.18 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.46 10-13 >648 180 BCLL 0.0 • Rep Stress!nor YES WB 0.16 I Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH , Weight:133 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=919/0-3-8,8=919/Mechanical Max Horz 1=-115(LC 10) Max Uplift 1=-179(LC 12),8=-179(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1295/392,3-4=-1104/352,4-5=-898/345,5-6=-1095/350,6-8=-1276/387 BOT CHORD 1-10=-282/1077,9-10=-155/893,8-9=-270/1055 WEBS 3-10=-257/147,4-10=-42/328,5-9=-32/315 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=25f1;eave=4f1;Cat. II;Exp 8;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 9-10-15,Exterior(2)9-10-15 to 19-3-8,Interior(1)19-3-8 to 24-10-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=179,8=179. 0 WARNING-Verily design parameters and READ NOTES ON MS AND INCLUDED MITE(REFERANCE PAGE MIS-7473 rev.10/032015 BEFORE USE. NI Design walk!for use only with MITekB connectors.This design Is based only upon paarneters shown,and Is for an todMdual building component,not a truss system.Before use.the building designer must verity the appilcabllh of design paaneters and properly Incorporakr this design Into the overall bolding design. t)rachg indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional tomrxxay and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabrication,n,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DS849 and SCSI Building Component 6904 Parke East Bled. 1.1 Safety information available horn truss Plate Institute.218 N.Lee Street.Suite 312.Alexandra.VA 22314. Taupe,FL 33610 Job, • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916613 J160526-1 GO/ Hip Girder 1 1 p Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:42 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-W EP9tF 1 n?hjfinRHTVjaeBJXW BNYA1 PXDj?OxyGwqx 5-2-7 7.5-112.7.8 i I 5-2-7 2-2-10 5-2-7 4x7= Special Scale=1:27.1 Special 4x4- 3 4 7.00 12 +• 11 N 3x4 i 5 3x4 • 2 uo 0, 1 tiN 1 6 T C9 111 , I: d • II •i d 178r 7 18 ►�' CA 00 1.5x4 II 3x4= 3x8 II NAILED Special 3x8 II Special NAILED 5-2-7 7-5-1 12-7-8 j 5-2-7 2-2-10 5-2-7 Plate Offsets(X,Y)-- (1:0-3-8,Edgel,(3:0-5-4,0-2-0),16:0-5-7,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.04 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.07 8 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.09 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=910/0-3-8,6=910/0-3-8 Max Horz 1=61(LC 24) Max Uplift 1=-286(LC 8),6=-286(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1278/452,3-4=-1065/417,4-6=-1280/453 BOT CHORD 1-8=-357/1046,7-8=-360/1063,6-7=-333/1048 WEBS 3-8=-98/418,4-7=-99/416 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=24ft;eave=oft;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 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 286 lb uplift at joint 1 and 286 lb uplift at joint 6. 7)"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. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)151 lb down and 207 lb up at 5-2-7,and 151 lb down and 207 lb up at 7-5-1 on top chord,and 205 lb down and 96 lb up at 5-4-9,and 205 lb down and 96 lb up at 7-2-3 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4.54,4-6=-54,9-13=-20 Concentrated Loads(Ib) Vert:3=-79(F)4=-79(F)8=-205(F)7=-205(F)17=-158(F)18=-158(F) 1 0 WARNING•Verify design parameters and READ NOTES ON TFBS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10103/2015 BEFORE USE mill Design valid for use only with MITeka connectors.this design Is based only upon parameters shown.and Is for an Individual bolding component.not a funs system.Before tee.the building designer must verify the applicability of design parameters and properly itcorrwrate this design into the overall taking design. Bracing indicated Is to prevent budding of Individual toss web and/or chord members only.Additional temporary and permanent bracing MiTek" e always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tnrsses and truss systems,seeANSI/1PI1 Quilty Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Satisfy Information a vdlable from truss Plate Institute.218 N.Lee Street.Suite 312-Alexaxndda,VA 22314. Tampa,FL 33610 j Job. Truss Truss Type Qty I Ply Riverside Homes/Key West/jk -1 T9916614'I J160526-1 G02 Common 1 1 i Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:42 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-W EP9tF 1 r??hjfinRHTVjaeBLfW FXYBZPXDj?OxyGwgx 6-3-12 12-7-8 I 6-3-12 I 6-3-12 i 4x4= Scale=1:27.4 3 • 7.00 12 logpO B 16 17 18 15 3x4"- 43x4 it 2 1 5 41141111111111111 6 II b 0 6 al 1.5x4 II 3x6 I I 3x611 6-3-12 12-7-8 I 6-3-12 I 6-3-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.04 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.08 6-13 >999 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.06 Horz(TL) 0.03 1 r(a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=467/0-3-8,5=467/0-3-8 Max Horz 1=73(LC 11) Max Uplift 1=-91(LC 12),5.91(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-483/173,3-5=-483/173 BOT CHORD 1-6=-66/405,5-6=-66/405 WEBS 3-6=-5/266 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=451t;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-3-12,Exterior(2)6-3-12 to 9-3-12 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 1 and 91 lb uplift at joint 5. 1 l A WARNMtG-yaw design paramatan and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE MY-7473 rev.10/031201S BEFORE USE. ll Design valid for use only with',Afield)connectors.Ibis design Is based only upon parameters shown,and Is for an irvfivkAxi balding component.not a truss system.Before use,the building designer must verily the applicablity of design ixxamelers and properly incorfxxato this design into the overall building design. Bracing indicated is to prevent budding of indivkluat truss web and/or chord members only. Additkxvd temporary and permanent bracing MiTek' ek• is always required for stability and to prevent collapse with possible personal iniuy and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANS1/TPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanya.FL 33610 Job. Truss Truss Type I Qty Ply Riverside Homes/Key West/jk I T9916615 J160526-1 G03 Common 3 1 Job Reference(pptional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:43 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-_OzX4b2TmJpaGsMerBOy6skW PwamHepZmtTYwNyGwgw 6-3-12 12.7-8 6-3-12 I 6-3-12 4x4= Scale=1:27.4 3 7.00 12 16 17 18 15 3x4-- 4 3x4 2 1 5 1 q v c I. y , o • 1.5x4 II 3x6 II 3x6 II 6.3.1212.7.8 6-3-12 6-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.04 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.08 6-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=467/0-3-8,5=467/Mechanical Max Horz 1=73(LC 11) Max Uplift 1=-91(LC 12),5=-91(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-483/173,3-5=-483/173 BOT CHORD 1-6=-66/405,5-6=-66/405 WEBS 3-6=-5/266 NOTES- 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. • II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-3-12,Exterior(2)6-3-12 to 9-3-12 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)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 91 lb uplift at joint 1 and 91 lb uplift at joint 5. � a 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE 515.7473 rev.10103r2015 BEFORE USE. ill Design valkf for use only s 1Ih Mitek®connectors.This design Is based only upon parameters shown,and is for an YsdlNdual building component.not a truss system.Before use,the building dng designer must verify the ap lk:abllty of design parameters and properly Incorporate this design Into the overall burring 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 Infuy and property damage. For general guidance regarding the fabrication,storage,delNery,erection and bracing of trusses and truss systems.seeANSt/1P1I Quilty Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from buss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria-VA 22314. Tampa.Fl33610 1 Job, Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916616 J160526-1 H04 Half Hip Girder 1 1 Job Reference optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:44 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-ScXvHx35XcxRuOwgPuX8f3GiwK_O05Ri?XC6TgyGwgv 1-0-0 4-10-0 1-0-gpecial I 3-10-0 NAILED 7.00 12 6x6= 2 10 3 Scale=1:9.6 • 3.4— 1 ♦ NAILED 5 Special 11 4 3x4= NAILED 358 II 1.5x4 I 1.0.0 2-5-0 4-10-0 1-0-0 1-5-0 2-5-0 Plate Offsets(X,Y)-- 11:0-3.4,0-1-131,12:0-3-0,0-1-121 _ I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.26 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 4-5 >999 180 BOLL 0.0 * Rep Stress Ind NO WB 0.04 Horz(TL) 0.00 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10.0 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 2x6 SP No.2 1-2-14 REACTIONS. (lb/size) 1=183/0-5-8,4=176/Mechanical Max Horz 1=33(LC 7) Max Uplift 1=-54(LC 5),4=-67(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=45f1;L=24ft;eave=oft;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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 67 lb uplift at joint 4. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)59 lb down and 73 lb up at 1-0-0 on top chord,and 13 lb down and 15 lb up at 1-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:5=-7(F)8=-5(F)11=-1(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.0.7173 rev.10o3/2015 BEFORE USE Design vdld for use only with!Aileron connectors.INs design is based only upon paramelers shown,and Is for an IndMdual betiding component,not • a truss system.Before use.the hulking designer must verify the appllcabluly 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 tracing MiTek• Is always reguked for stability and to prevent collapse with possible personal Inlrey and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and tracing 01 trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • Job. • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916617 J160526-1 H05 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:44 2016 Page 1 lD:hZg_ioC7YpnS_JJw9gjbK8yYULo-ScXvHx35XcxRuOwgPuXBf3GIcK?N05di?XC6TgyGwgv 300 4-10-0 3-0-0 1-10-0 3 4x7= 4 Scate=115.5 • II 7.00 12 E- 4x4 2 • 111 1� 111114 6 5 1111)ISA 1.5x4 II 3x8 II 3x4 300 4-10-0 3-0-0 1-10-0 Plate Offsets(X,Y)-- (1:0-3-4,0-1-131,13:0-5-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 1 IVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 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 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=173/0-5-8,5=173/MechanIcal Max Horz 1=74(LC 11) Max Uplift 1=-31(LC 12),5=-56(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25f1;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 31 lb uplift at joint 1 and 56 lb uplift at joint 5. A WARNING.Wady design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE 11111 Design vdki for use only with MIleka'%connectors.This design is based only upon parameters shown.and is tor an Individual bolding component,not a burs system.Before use.the building designer must verify the a44>ticablity of design parameters and properly incorporate this design into the overall building design. Bracing indicated fs 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 him and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses arid truss systems.seeANSI/1Mt Quality Cdterla,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.A lexandrla,VA 22314. Tampa.FL 33610 :Job, Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916618 J160526.1 H06 Monopitch 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:45 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-wo4HVH4j Iw41 W 9VOzc2RBHptDjJGIYFsDByt?GyGwqu 4.10.0 4-10-0 Scale=1:20.9 • 3 1.5x4 II • 7.00 12 9 4x4 2 0001 11 4 3x8 II 1.5x4 I 4-10-0 4-10-0 Plate Offsets(X,Y)-- (1:0.3.4,0-1-13) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.06 4-7 >908 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 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 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=173/0-5-8,4=173/Mechanical Max Horz 1=108(LC 11) Max Uplift 1=-28(LC 12),4=-52(LC 9) Max Gray 1=173(LC 1),4=182(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-8-4 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 20.0psf 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 28 lb uplift at joint 1 and 52 lb uplift at joint 4. 0 WARNING-Verify design paramotors and READ NOTES ON TMS AND INCLUDED MITER REFERANCE PAGE 1411-7473 rev.10103/2015 BEFORE USE Design valid for use only with MITekS)connectors.this design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly h rcorporate this design Into the overall l� building design. Bracing Indicated Is to prevent budding Ming of IndNldual truss web and/or chord members only. Additional temporary aril permanent tracing Ml Tek• Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,deDNery,erection and bracing of trusses and truss systems.seeANSI/11 MM CuaNly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saf*y Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,NexarxLla,VA 22314. Tampa,FL 33610 Job, Truss Truss Type I Oty Ply Riverside Homes/Key West jk T9916619 J160526-1 H07 Monopitch Girder 1 1 Job Reference(optional)__ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:46 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-P?ef id4L3EC98J4C W JZgkUM 1 w7YlU?V?SrhCXiyGwgt 4-10-0 4-10-0 2x4 112 Scale=1:20.9 • • 7.00 I12 as ' ■ "Allilll 7 8 3 HTU28 HTU26 8x8= 3x6 I I 4-10-0 4-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.07 3-6 >836 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, BOT CHORD 2x8 SP No.10 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-0 oc bracing. REACTIONS. (lb/size) 1=958/0-5-8,3=1186/Mechanical Max Horz 1=101(LC 7) Max Uplift 1=-190(LC 8),3=-255(LC 5) 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;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 190 lb uplift at joint 1 and 255 lb uplift at joint 3. 6)Use Simpson Strong-Tie HTU28(26-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 1-7-11 from the left end to connect truss(es)to back face of bottom chord. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 3-7-11 from the left end to connect truss(es)to back face of bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,3-4=-20 Concentrated Loads(Ib) Vert:7=-899(B)8=-899(B) 0 WARNING-Veiny design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/038016 BEFORE USE Design valid for use only with Mllekv connectors.This design is based only urxn parameters shown-and Is for an IndMduat building component,not o truss system.Before use,the building designer must verify the appllcobiity of design parameters and properly ircorLxaato this design Into the overall bolding design. Bracing ixScated 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 ratxicatbn,storage.delivery,erection and bracing of busses and truss systems,seeANSI/IPIt Qualify Criteria,OSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute.218 N.Lee Street,Sulk)312,Alexandria,VA 22314. Tampa.FL 33610 Job. • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916620 J160526-1 H08 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:46 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-P?efid4L3EC98J4CW JZgkUM2B7aSU?H?SrhCXiyGwqt 3-10-15 3-10-15 Scale=1:18.3 2 1.5x4 II 7.00 12 • 1 / HTU26 7 3 HTU26 6x6= 2x4 II 3-10-15 3-10-15 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.02 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.05 3-6 >977 180 BCLL 0.0 * Rep Stress Inch NO WB 0.01 Horz(TL) 0.01 1 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 3=514/Mechanical,1=663/0-3-8 Max Horz 1=63(LC 21) Max Uplift 3=-133(LC 8),1=-114(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45tt 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 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 133 lb uplift at joint 3 and 114 lb uplift at joint 1. 6)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0.0 oc max. starting at 0-7-11 from the left end to 2-7-11 to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2.54,3-4=-20 Concentrated Loads(lb) Vert:6=-451(B)7=-447(B) 0 WARNING•Verity design paramatara and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 6411.7473 ow.IW032015 BEFORE USE. Design valid for use only with Mlleke connectors.this design Is based only upon parameters shown.and Is for an IndMdual building component.not a tnss system.Before use.the bulking designer must verify the applicability of design parameters and teoperly Incorporate this design into the overall braking 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 possbte personal meshy and properly damage. For general grldanco regarding the fabrication,storage,delivery,erection and!racing of tr sses and truss systems.seeANSI/IPI1 Qualify Criteria,03849 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information avdtabte from Trus Plate Institute,218 N.Lee Street.Sdte 312.Alexandria.VA 22314. Tempe.FL 33610 Job. 'Truss Truss Type Ory Ply Riverside Homes/Key West/jk T9916621 J160526-1 J01 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:47 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-tBC2wz5_gXK?ITf P405vHiuH7X2TDSI8hVRm48yGwgs I 1-0-0 I 1.0.0 5.00 1Scale=1:8.7 2 1 iia1011t A ur N . ii rimy i i M4'-• 3 3x4 i 1.0.0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:4 Ib 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=37/0-5-8,2=22/Mechanical,3=14/Mechanical Max Horz 1=12(LC 12) Max Uplift 2=-11(LC 12),3=-3(LC 12) Max Gray 1=37(LC 1),2=22(LC 1),3=20(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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 2 and 3 lb uplift at joint 3. • l A WARNWG-Verify design peternetere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/0312015 BEFORE USE III Design valid for use only with MMTeke connectors.This design Is based only upon rxrarneters shown,and is for an Individual building component,not a fuss system.Before use,the bilking designer must verity the applicability of design parameters and properly Incorporolo this design into the overall bulling design. Bracing indicated Is lo 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 IMr+y and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSt/IPt I Cuality Criteria,DSB-89 and SCSI Buldtng Component 6904 Parke East Blvd. Safety Information available Corn Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tempa.FL 33610 Job. Truss I Truss Type Qty Ply Riverside Homes/Key West/jk 1 T9916622 IJ160526.1 J02 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:47 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-tBC2wz5_gXK?ITfP405vHiuGQX1 EDSI8hVRm48yGwgs . 3-0-0 3-0-0 Scale=1:12.9 3 VI 5.0012 0: 4x4 1 2 in ID A III �`1 1110.441161 4 ►� 3x8 11 I 3-0-0 I 3-0.0 Plate Offsets(X,Y)-- (1:0.3-0,0-3-11) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:14 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0.0 REACTIONS. (lb/size) 1=109/0-5-8,3=72/Mechanical,4=37/Mechanical Max Horz 1=35(LC 12) Max Uplift 1=-9(LC 12),3=-31(LC 12),4=-3(LC 12) Max Gray 1=109(LC 1),3=72(LC 1),4=46(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=411;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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 9 lb uplift at joint 1,31 lb uplift at joint 3 and 3 lb uplift at joint 4. r A WARNING-Verity MI design parameters end READ NOTES ON THIS AND INCLUDED TE(REFERANCE PAGE MIF7073 rev.10/03/2016 BEFORE USE. M. Design valid for use only with MIlek)connectors.This design is based only upon parameters shown,and Is for an kxfividud building component,not a truss system.Before use,the building designer must verify the al ipllcal>Ilty 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. Adclltlo nal temporary and permanent bracing MiTek' is always required/or stability and to prevent collapse with p ossble personal inlay and properly damage. For general guidance regarding the 6904 Perks East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and 8CS1 Bulding Component Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job. • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916623 J160526-1 J03 Jack-Open 14 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:48 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-LNmQ7J6cbrSsNdEbekc8pvRNOxKgyv_Iv9AJcbyGwgr 5-0-0 5-0-0 ri Scale=1:16.9 35.00 9 4x4 2 • co d IN 1 I ►� 4 ►t 3x8 II 5-0-0 5-0-0 Plate Offsets(X,Y)-- (1:0-3-0,0-3-11] LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 4-7 >809 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=183/0-5-8,3=119/Mechanical,4=64/Mechanical Max Horz 1=59(LC 12) Max Uplift 1=-18(LC 12),3=-51(LC 12),4=-2(LC 12) Max Gray 1=183(LC 1),3=119(LC 1),4=85(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=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)0.0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 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 18 lb uplift at joint 1,51 lb uplift at joint 3 and 2 lb uplift at joint 4. A WARNING-Verity d.N9n param.ten and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE MO-7473 rw.10/03./2015 BEFORE USE Mit Design valid for use only with Milekd9 connectors.1hLs design Is based only upon paarneters shown,and Is for an individual building component.not a truss system.Before use,the bullring designer must verify the applicablity of design parameters and property Incorporate this design into the overall binding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regartlng the fabrication-storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPt1 Quality Cdteda,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. Tarroa.FL 33610 'Job. • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916624 I J160526-1 J04 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:48 2016 Page 1 lD:hZg_ioC7YpnS_JJw9gjbK8yYULo-LNmQ7J6cbrSsNdEbekc8pvRPZxlFyui lv9AJcbyGwgr 3-6-1 7-0-2 3-6-1 i 3-6-1 Scale=1:16.6 4 3.5412 Id I NAILED 1.5x4 13 3 NAILED 4x4. • 2 o N II II II II NAILED 14 6 5 NAILED 3x4= 4x7 I I 7-0-2 6-11-11 Plate Offsets(X,Y)-- 11:0-2-4,0-4-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.04 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.11 6-11 >756 180 BCLL 0.0 " Rep Stress Incr NO WB 0.08 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH 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 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=280/0-7-0,4=83/Mechanical,5=171/Mechanical Max Horz 1=59(LC 21) Max Uplift 1=51(LC 8),4=-37(LC 8),5=33(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3.296/74 BOT CHORD 1-6=-109/307 WEBS 3-6=-332/118 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=24ft;eave=41t;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 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 51 lb uplift at joint 1,37 lb uplift at joint 4 and 33 lb uplift at joint 5. 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 Uniform Loads(plf) Vert: 1.4=-54,5-7=-20 Concentrated Loads(ib) Vert:11=-4(F)13=-5(F)14=-11(F) � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10'03/2016 BEFORE USE. reth• Design valid for use only with MlleIr®connectors.TMs design is based only upon parameters shown.and Is for an individual tulding component,not a truss system.Before use,the briding designer must verify the applicability of design parameters and properly incorporate this design Into the overall bhang design. Bracing indicated Is to prevent buckling of kndivkkrd truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal miry and property damage. For general guidance regardng the fabrication,storage,delivery,erection ard bracing of trusses and truss systems,seeANS1/1941 Quality Cdtrrria,058.89 and SCSI Butiding Component 6904 Parke East Blvd. Safety Information avdldble from Truss Plate Institute-218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job. • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916625 1J160526-1 J05 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:49 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-paKoL17EM9aj?npnCR7NM7_ai Ld0hK4R8pwt81 yGwgq 3-4-9 6-9-2 3-4-9 3-4-9 4 Scale=1:16.3 3.54 Fir NAILED 1.5x4 13 3 NAILED 4x4 I 2 + N'4 N O N NAILED 14 6 5 NAILED 3x4= 4x7 II 6-9-2 6-8-11 Plate Offsets(X,Y)-- 11:0-2-4,0-4-111 LOADING (psf) SPACING- 2-0-0 j CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.04 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.09 6-11 >861 180 BCLL 0.0 " Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 1 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=270/0-7-0,4=81/Mechanical,5=165/Mechanical Max Horz 1=57(LC 8) Max Uplift 1=-49(LC 8),4=-36(LC 8),5=-32(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-281/70 BOT CHORD 1-6=-104/292 WEBS 3-6=-316/113 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;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 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 49 lb uplift at joint 1,36 lb uplift at joint 4 and 32 lb uplift at joint 5. 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 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:11=-4(F)13=-5(F)14=-11(F) 4 r WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE. mg Design valid for use only with MiTekc9 connectors.This design is based only upon Parcvrreters shown.and Is for an Individual txtding component.not a truss system.Before use,the building designer must verify the appllcabllty of design pxrameters and properly incorporate this design Into the overall blding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wtth possble personal Miry and property damage. For general guldcbce regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANS1/TP11 Cuallly Criteria,DSB-89 and BCSI Buftding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 ) Job. + Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916626 :J160526-1 J06 Comer Jack 10 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:50 2016 Page 1 ID:hZg.ioC7YpnS_JJw9gjbK8yYULo-HmuAY_7s7SiacxO_I9ecuKWoBk3yQoUbNTfQgTyGwgp 1-0-0 1.0.0 7.00 12 Scale=1:9.8 2 a1 1 r 1 r 3 4 3x8 I' 1-0-0 l 1-0-0 Plate Offsets(X,Y)— [4:0-4-4,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 j Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-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=31/0-3-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=27(LC 12) Max Uplift 2.18(LC 12),3=-6(LC 12) Max Gray 4=31(LC 1),2=25(LC 17),3=16(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4Th 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 18 lb uplift at joint 2 and 6 lb uplift at joint 3. t, 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIWEK REFERANCE PAGE 1111-7473 rev.160312015 BEFORE USE. Design valid for use only with MiTek®connectors.Ills design Is based only upon parameters shown.and Is for an individual bu ldhg 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 l� 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 requked for stability and to prevent collapse with possde personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdlable from truss Plate Institute,218 N.Lee Street.Suite 312.Nexandria.VA 22314. Tampa.FL 33610 Job. Truss Truss Type Oty Ply Riverside Homes/Key West/jk 799166271 J160526-1 J07 Corner Jack 10 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:50 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-HmuAY_7s7SiacxO_I9ecuKWnkk2rQoUbNTfQgTyGwgp 3-0-0 3-0-0 Scale=1:15.7 2 7.00 12 /V ar N 1 r'y let 3 4 3x8 II 3-0-0 3-0-0 Plate Offsets(X,Y)-- [4:0-4-4,0-1-8) II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Lid PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.09 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 J 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=103/0-3-8,2=70/Mechanical,3=33/Mechanical Max Horz 4=60(LC 12) Max Uplift 2=-42(LC 12),3=-3(LC 12) Max Gray 4=103(LC 1),2=72(LC 17),3=53(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45fh L=2411 eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C EMerior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 2 and 3 lb uplift at joint 3. Imo. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111-7473 rev.10/03/2015 BEFORE USE. Dodge valid for use only with MilektS connectors.this design Is based only upon pxxarnoters shown,and Is for an Individual building component,not a truss system.Before tee,the building designer must verify the appllcablity of design pxxameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent trickling of individual inns web a l d/or chord members only. Additional temporary and permalent tracing MiTeke Is always required for stability and to prevent collapse with possible personal I ury and properly damage. For general guidance regarding the fabrication,storage,delNery,erection and bracing of trusses and truss systems,seeANSI/lPt l Quality Creeds,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute,218 N.Lee Sheet Suite 312.Alexandria,VA 22314. Tampa.FL 33610 'Job. + Truss Truss Type Qty Ply Riverside Homes/Key West/jk 19916628 J160526-1 J08 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:51 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-IySYm K8Uu mq R E4zAJ s9rRY3yx8PB9Fkkc7PzDwyGwgo 1-0-0 1.0.0 Scale=1:9.8 7.00 2 p • (�I 111•11•1 ' 3 4 3x8 11 1-0-0 1-0-0 Plate Offsets(X,Y)-- 14:0-4-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-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=27(LC 12) Max Uplift 2=-18(LC 12),3=-6(LC 12) Max Gray 4=31(LC 1),2=24(LC 17),3=16(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=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)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 18 lb uplift at joint 2 and 6 lb uplift at joint 3. 1 � V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM7473 rev.IC$V32016 BEFORE USE. Design valid for use only with Milelec connectors.1Ns design Is based only upon parameters shown,and Is for an iodMdral buldhg component.not a truss system.Before use,the building designer must veiny the applicability of design parameters and properly Incorporate this design Into the overall l� buldtng design. Bracing Indicated Is to prevent budding of individual tars web and/or chord members only. Additional temporary and permanent bracing Ml Tek• Is always required for stability and to prevent couple with possible personal Inf uy arid properly damage. For general guidaoe regarding the fabrication,storage,delivery,erection and bracing of trusses and tress systems,seeANSI/lPt l Quality Criteria.DSB-89 and SCSI Butting Component 6904 Parke East Bird. Safely Information available horn truss Plate institute.218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job• " Truss Truss Type I Oty Ply Riverside Homes/Key West/jk T9916629 J160526-1 J09 Jack-Open '4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:51 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-IySYmK8UumgRE4zAJs9rRY3o78HK9Fkkc7PzDwyGwgo 7-0-0 7-0-0 Scale=1:28.4 2 7.00 FIT 6 •o 5 o b 4. 1 • 0111111.11 C. 4 3 3x8 11 I 7-0-0 I 7-0-0 Plate Offsets(X,Y)-- (4:0-4-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) (/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.10 3-4 >834 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.28 3-4 >293 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 2 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH 1 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=251/0-3-8,2=168/Mechanical,3=83/Mechanical Max Horz 4=127(LC 12) Max Uplift 4=-6(LC 12),2=-93(LC 12) • Max Gray 4=251(LC 1),2=171(LC 17),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=101 mph;TCDL=4.2psf;BCDL=3.0psf;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 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 6 lb uplift at joint 4 and 93 lb uplift at joint 2. 1 0 WARNING•Verify design paramobre and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10/031015 BEFORE USE. 111' Design valid for use only with MITekS)connectors.this design Is based only upon parameters shown,and is for an kdivdual building component.not a tr ss system.Before use,the txaiding designer must verify the appltcabIlty of design parameters and properly Incorporate this design Into the over.,// building design. Btachg Indicated Is to prevent buckling of IndMdual truss web ad/or chord members only. Additional temporary and permanent 1 w..r-.111,1 MN*. is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Qualify Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaiable from Truss Plate Institute,218 N.lee Sheet,Suite 312,Alexandria,VA 22314. Tempa,FL 33610 J V Job. r Truss Truss Type Oty Ply Riverside Homes/Key West/jk T9916630 J160526-1 JO9A Jack-Open 6 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:52 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-D9?wzg96f4yIsEYMtag4_Ic?PYdluhOugn8XlMyGwgn 1.9.8 5-2-12 8-6-0 1-9-8 3-5-4 3-3-4 4 Scale=1:33.0 J , 7.0012 1.5x4 3 10 • )4li9N 2 i p O 7 0 5x5= 6 1.5x4 12 8 7.00 7 3x8 II 1-9-8 8-6-0 1-9-8 6-8-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.12 6-7 >837 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.32 6-7 >309 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.10 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:35 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) 8=303/0-3-8,4=44/Mechanical,6=267/Mechanical Max Horz 8=154(LC 12) Max Uplift 8=-7(LC 12),4=-27(LC 12),6=-86(LC 12) Max Gray 6=303(LC 1),4=44(LC 1),6=274(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-386/110,1-2=-435/67,2-3=-266/45 BOT CHORD 7-8=-206/363,6-7=-177/280 WEBS 2-7=-52J273,3-6=-359/226 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=251t;B=4511;L=241t;eave=411;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 8-5-4 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)N/A 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)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 8,27 lb uplift at joint 4 and 86 lb uplift at joint 6. WARNING•Varity daelyn parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE ME-7073 ray.10103/2015 BEFORE USE Design valid for use only with MI loke.connectors.This design Is ixnsed only upon parameters shown.and Is for an IndlMdrxil building component,not a tress system.Before use.the building designer must verity the(sppllcciAlty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of IndNktual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabNily and to prevent collapse with possible personal Inlay and properly damage. for general guidance regarding the East BNd. fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/WPI1 Quality Cdted a,DSB6904 -89 and BCSI BuNdI g Component Tampa,04 ParkeFEst 0 Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. .m aaeMr!r. lag !Job. • Truss Truss Type Oty Ply Riverside Homes/Key West/jk T9916631 J160526-1 J10 Jack-Open 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:52 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-D9?wzg96f4ylsEYMtag4_Ic4zYjJui_ugn8XIMyGwgn 3-10-15 3.10.15 Scale=1:18.3 2 11 7.00 Fly 5 a airco N 1 PP 3 4 3x8 11 3-10-15 3-10-15 Plate Offsets(X,Y)-- (4:0-4-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 3-4 >999 180 BCLL 0.0 • Rep Stress'nor YES WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • REACTIONS. (lb/size) 4=137/0-3-8,2=92/Mechanical,3=45/Mechanical Max Horz 4=75(LC 12) Max Uplift 2=-54(LC 12),3=2(LC 12) Max Gray 4=137(LC 1),2=95(LC 17),3=70(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=450;L=24ff;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 3-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 lb uplift at joint 2 and 2 lb uplift at joint 3. • • 1 � f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI1EK REFERANCE PAGE Mil-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component.not , a truss system.Before use-the bulking designer must verify the appllcabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of 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 Islay and property damage. For general guidance regarding the tabricatton.storage,delivery,erection and bracing of trusses and truss systems,seeANSVIP11 Dually Criteria,058-89 and SCSI Building Component 6904 Parke East Bird. Safely Informaton avdktbie from truss Plate Institute..218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job. Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916632 J160526-1 J11 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:53 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-hLZJAOAkPN49TO7ZRHCJ W y8DFy 1 Yd9E I3Ru4HoyGwgm 5.2.7 I 5-2-7 Scale=1:22.9 2 �`l 7.00 12 6 5 1 q I a 'IPA II I I=111111 1111111 111 `1 ►Z� 4 3 3x811 5-2-7 5-2-7 Plate Offsets(X,Y)-- ]4:0-4-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.08 3-4 >732 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 2 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-7 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=185/0-3-8,2=124/Mechanical,3=61/Mechanical Max Horz 4=97(LC 12) Max Uplift 4=-1(LC 12),2=-70(LC 12),3=-1(LC 12) Max Gray 4=185(LC 1),2=126(LC 17),3=94(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=25tt;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-1-11 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 tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 4,70 lb uplift at joint 2 and 1 lb uplift at joint 3. n t 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MriEK REFERANCE PAGE MIF7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.Itis design Is Ixrscxl only upon parameters shown.and Is for an Individual building component.not a teas system.Before tee,the building designer must verity the appilcabllty of design parameters and property 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 possible personal injury and property damage. For general guidance regarding the 6904 Parka East BNd. fabrication,storage.delivery,erection and bracing or trusses and truss systems.seeANSI/lPI1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Tess Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job. Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916633 J160526-1 J12 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:53 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-hLZJAOAkPN49TO7ZRHCJWy8Dhy1ud9E13Ru4HoyGwgm 5-0-0 5-0-0 • • Scale=1:22.3 2 ;� 7.00 12 6 0, el, 5 4 3 3x8 11 5.0.0 5-0-0 Plate Offsets(X,Y)-- [4:0-4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 3-4 >829 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 4=177/0-3-8,2=119/Mechanical,3=58/Mechanical Max Horz 4=93(LC 12) Max Uplift 4.1(LC 12),2=-67(LC 12),3=-1(LC 12) Max Gray 4=177(LC 1),2=121(LC 17),3=90(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=2511;B=45ft;L=241t;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 4-11-4 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 1 lb uplift at joint 4,67 lb uplift at joint 2 and 1 lb uplift at joint 3. • I A WARNING-Wally dedpn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MR-7473 rev.10931015 BEFORE USE 1• Design valid for use only with woke connectors.This design is based only upon parameters shown.and Is for an WWNldual building component.not a truss system.Before use,the building designer must verily the applk:ablty of design pcxametors and properly Incorporate this design Into the overall budding design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members orgy.Additional temporary and permanent bracing MITE** is always required for stability and to prevent collapse with possble personal inkxy and property damage. For general guidance regarding the 6904 Padre East Blvd.fabrication,storage.delivery,erection and brackrg of trusses and truss systems.seeANS1/TPI l Quality Criteria,DS8-9 and SCSI Building Component Safety Information available horn Inns Plate institute.218 N.Leo Street.Suite 312,Alexandria.VA 22314. Tame.FL 33610 Job. • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916634 J160526-1 J13 Jack-Partial 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:54 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo•AX7hOMBNAhCOSVhl_jY3AhTOMR6McTAI SddpEyGwgl 0-6-10 1-1-4 0-6-10 0.6-10 4.95 5 12 Scale=1:9.1 2 1 n ri N 10 3 11111111 3x4= 1-1-4 1-0-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=40/0-7-0,3=15/Mechanical,2=25/Mechanical Max Harz 1=13(LC 12) Max Uplift 1.1(LC 12),3=-2(LC 12),2=12(LC 12) Max Gray 1=40(LC 1),3=20(LC 3),2=25(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 1,2 lb uplift at joint 3 and 12 lb uplift at joint 2. • • 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI 7473 rev.10/03/2015 BEFORE USE Design valid for use only with Milekesl connectors.this design is based only upon parameters shown,and is lot an hdivtdual building component,not a truss system.Before use,the Landing designer must votlly the applicability of design parameters and properly hcorrxxato 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 recplred for stability and to prevent collapse with possible personal intury and property damage. For general grdcknce regarding She Bled. fabrication,storage,delivery,erection and bracing of trusses and6904East truss systems,seeANSI/lPtl Qualify Criteria,DSB-89 and SCSI Building Component 6904 P.Parke Est0 Safely Information avWable from buss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. • Job• Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916635 J160526-1 J14 Jack-Partial 1 1 1Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.010 5 Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:54 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-AX7hOMBNAhC05Yhl_jY3AhTKMR 1 McTAlsddpEyGwgl 0-8-2 1-4-4 { 0-8-2 0-8-2 Scale=1:9.6 4.95;12 2 1 I 001111111111111, rn b rallillir/ b M. 3 M., 3x4= 1-4-4 1-4-4 LOADING (psf) SPACING- 2-0-0 CSI, I DEFL. in (lac) I/defl L/d ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Verl(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=50/0-4-8,3=18/Mechanical,2=31/Mechanical Max Horz 1=16(LC 12) Max Uplift 1=-3(LC 12),3=-2(LC 12),2.15(LC 12) Max Gray 1=50(LC 1),3=24(LC 3),2=31(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45tt;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 lb uplift at joint 1,2 lb uplift at joint 3 and 15 lb uplift at joint 2. • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.1Gg3/201S BEFORE USE. Mil. Design wild for use only with Milek8 connectors.this design Is based only upon parameters shown.and Is for an Individual txriding component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly koorrxrato this design into the overall balding design. Bracksg Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permcslent bracing MiTek* is always required for stability and to prevent collapse with passLle personal k*ay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Bbd. Safely Information available from muss Plate Institute.218 N.Lee Street.Suite 312.Nexandrla.VA 22314. Tampa.FL 33610 Job. Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916636 ;J160526-1 J15 Jack-Partial Girder 1 1 i Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:55 2016 Page 1 ID:hZg_ioC7YpnSJJw9gjbK8yYULo-ekh3biB?x?KtjiGxYiEnbNETbIdR5?1 KXINBMhyGwqk 4-9-8 I 9.7-_1 4-9-8 4-9-8 4 Scale=1:28.1 NAILED 4.95 12 13 I 3x4 NAILED 3 12 ro • NAILED2 v 4x4 2 1�� i/It 1 dill 14 15 16 6 C.A. 7 NAILED 1.5x4 I! NAILED 5 3x8 I = NAILED 3x4 0-9-6 4-9-8 I 9-7-1 I 0-0-S 4-9-2 4-9-8 Plate Offsets(X,Y)-- (1:0-3-0,0-2-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.14 6-7 >845 180 BCLL 0.0 * Rep Stress Ind NO WB 0.30 Horz(TL) -0.01 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=305/0-4-3,4=251/Mechanical,5=369/Mechanical Max Horz 1=137(LC 21) Max Uplift 1=-42(LC 8),4=123(LC 8),5=-82(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-561/84 BOT CHORD 1-7=-207/545,6-7=-207/545 WEBS 3-6=-614/233,3-7=0/266 NOTES- 1)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;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 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 42 lb uplift at joint 1,123 lb uplift at joint 4 and 82 lb uplift at joint 5. 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:12=-0(F)13=-43(F)14=-1(F)15=-6(F)16=-30(F) Trapezoidal Loads(p11) Vert:1=0(F=27,B=27)-to-4=-129(F=-38,B=-38),8=0(F=10,B=10)-to-5=-48(F=-14,8=-14) • • 1 � 0 WARNWG-Verify de Ign parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MM-7473 rev.10/0312015 BEFORE USE m' Design valid for use only wAth Mlteka connectors.Ink design Is based only upon parameters sham,and Is for an Individual building component,not a truss system.Before me,the building designer must verify the applIcablity of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of IndN dual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent colicpse with possible personal busy and property damage. for general guidance regarding the fabricatbn,storage,delivery,erection and bracing of trusses and truss systems.seoANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempa.FL 33610 Job• • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916637 J160526-1 J15A Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:56 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-6wFRp2Cdi ISkKsr76P108bmdy9w?gUNTIP6ku7yGwgj p 3-0-12 -2-4-5 I 1-2-2 , 2-0-12 r-6-12 I 6-2-3 . 9-7-1 I ' 2-4-5 1-2-2 ' 0-10.10 0.6.0'0-6-0 3-1-6 3-4-14 6 Scale=1:28.1 NAILED 3x4 20 4.9512 5 l ! NAILED 0 2x5 II 19 - 6x8 NAILED 18 Oil. g2 d%�d 3x6 10 . Y,jV ■ �>au Ilii■ II 1 ► 21 11 95x5= 22 23 8 1.5x4 II NAILED NAILED 3x4_7 3x8 II NAILED 0-9-6 2.0.12 1 3-0-12 9.7.1 I 0- 6 2-0-6 1-0-0 ' 6-6-4 Plate Offsets(X,V)-- 12:0-1-12,0-2-121,13:0-2-0,0-2-81 I LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.09 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.30 8-9 >385 180 BCLL 0.0 * Rep Stress Ind NO WB 0.17 Horz(TL) 0.12 8 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH I Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-11-14 REACTIONS. (Ib/size) 6=162/Mechanical,2=464/0-7-0,8=430/Mechanical Max Horz 2=180(LC 8) Max Uplift 6=-81(LC 8),2=-142(LC 8),8=-108(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-15=-272/108,3-4=-813/188,4-5=-428/28 BOT CHORD 3-10=-303/815,8-9=-148/332 WEBS 5-8=-453/201 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=241t;eave=41t;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 2)N/A 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 81 lb uplift at joint 6,142 lb uplift at joint 2 and 108 lb uplift at joint 8. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"(3.251 toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54 Concentrated Loads(Ib) Vert:19=-0(B)20=-43(B)21=-1(B)22=-6(8)23=-30(B) Trapezoidal Loads(pff) Vert:2=0(F=27,B=27)-to-3=-26(F=14,B=14),3=-26(F=14,B=14)-to-6=-129(F=-38,B=-38),12=0(F=10, B=10)-to-11=-10(F=5,B=5),3=-10(F=5,B=5)-to-10=-16(F=2,B=2),9=-16(F=2,B=2)-to-7=-48(F=-14,B=-14) 0 WARNING-Vivify design parrametArs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1W03/20I5 BEFORE USE. " Design valid for use only with MI1ek&connectors.Nims design Is based only upon p cxaneters shown,and Is rot an individual buldln0 component.not a truss system.Before use,the bulling designer must verity the applicability of design parameters and properly Incorporate this design into the overall Wieling design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i MiTek* Is always requked for stability and to prevent collapse with possible personal hluy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Buldkng Component i 6904 Parke East Blvd. Safety Information avertable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job. • Truss Truss Type Qty Ply Riverside Homes/Key West/jk 19916638 J160526-1 J16 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:57 2016 Page 1 ID:hzg_ioC7YpnS_JJw9gjbK8yYULo-a6pp0ODFTcaby?QKg7GFhoJoSZJ UZu?d_3sIQZyGwgi 4-11-0 9-10-1 I4-1t-0 i 4-11-0 4 Scale=1:28.7 ti 4.9512 NAILED 13 1 . 3x4 NAILED 3 12 NAILED 000000 - ilikkiiiii.... 4x4 2 i/� m 1�, 1 i I I I I I a I Mil :1 2 14 157 16 6 NAILED NAILED 5 3x8 II 1.5x4 II NAILED 3x4 0-¢6 4-11-0 I 9-10-1 0-0-6 4.10.10 4-11-0 Plate Offsets(X,Y)-- 11:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdef1 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.15 6-7 >782 180 BCLL 0.0 * Rep Stress Incr NO WB 0.33 Horz(TL) -0.02 4 rda n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=321/0-4-3,4=261/Mechanical,5=388/Mechanical Max Horz 1=144(LC 8) Max Uplift 1=-44(LC 8),4=-127(LC 8),5=-85(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-597/87 BOT CHORD 1-7=-218/577,6-7=-218/577 WEBS 3-6=-649/245,3-7=0/277 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=4it;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 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 44 lb uplift at joint 1,127 lb uplift at joint 4 and 85 lb uplift at joint 5. 6)'NAILED'indicates 3-10d(0.1485(3')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:12=-0(B)13=-43(B)14=-1(B)15=-6(B)16=-30(B) Trapezoidal Loads(plf) Vert:1=0(F=27,B=27)-to-4=-133(F=-39,B=-39),8=0(F=10,B=10)-to-5=-49(F=-15,B=-15) t / 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1[03/2015 BEFORE USE. mit Design valid for use only with MIlek2)connectors.ibis design Is based only upon parameters shown.and Is for an Individual building component,not a Truss system.Before use,the bulking designer must verify the appllcabilN of design parameters and properly krcorporato Ihtt 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 txad:Ing MiTek' is always required for stability and to prevent collapse with possible personal Ir*zy and property damage. For general guidance regarding the labricatkn,storage,delivery,erection and bracing of trusses and tnlss systems.seeANSI/TPI l Quality Criteria,DS9-s9 and SCSI Building Component 6904 Parke East Bird. Safely Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job. Truss Truss Type !Qty. Ply Riverside Homes/Key West/jk T9916639 J160526-1 J16A Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:58 2016 Page 1 tD:hZg_ioC7YpnS_JJw9gjbK8yYULo-2JNCEkEtEwiSa9?W DgnUDOsyPzc5lNNmDjcryOyGwgh 23.0.12 -2-4-5 1-2-2 2-0-12 ?-6.11 i 6-3-11 I 9-10-1 I 2-4-5 1-2-2 '0.10.10 0-6-0 0.6.0 3.2-14 3.6.6 5 x Scale=1:28.7 II 1 - 4.95 12 NAILED 3x4 19 11,1000.111 I! NAILED X_ 3x5 II 18co o_1v 7x10 e NAILED . 17 1110 , 1 9 1 �� 3x6= NE mei y g ■ 11 .11. 11 11 MI:1 - 111PMI 20 10 85x5= 21 22 7 IIIMIl1.5x4 II NAILED NAILED 3x4_6 3x8 I NAILED 0•Q•6 2-0-12 13-0-12 I 9-10-1 I 0.46 2-0-6 1-0-0 6-9-4 Plate Offsets(X,Y)-- [1:0-2-8,0-1-81,[2:0-3-8,Edge) LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.10 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.34 7-8 >345 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(TL) 0.14 7 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-8:2x4 SP No.1 D WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-11-14 REACTIONS. (lb/size) 1=328/0-7-0,5=170/Mechanical,7=473/Mechanical Max Horz 1=144(LC 8) Max Uplift 1=-45(LC 8),5=-84(LC 8),7=-127(LC 8) Max Gray 1=328(LC 1),5=171(LC 25),7=473(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-511/222,2-3=-1066/303,3-4=-535/61 BOT CHORD 2-9=-462/1081,7-8=-174/380 WEBS 4-7=-513/235,4-8=-0/282 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;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 2)N/A 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 lb uplift at joint 1,84 lb uplift at joint 5 and 127 lb uplift at joint 7. 7)"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. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Concentrated Loads(Ib) Vert:18=-0(F)19=-43(F)20=-1(F)21=-6(F)22=-30(F) Trapezoidal Loads(plf) Vert:1=0(F=27,B=27)-to-2=-26(F=14,B=14),2=-26(F=14,B=14)-to-5=-133(F=-39,B=-39),11=0(F=10, B=10)-to-10=-10(F=5,B=5),2=-10(F=5,B=5)-to-9=-16(F=2,B=2),8=-16(F=2,B=2)-to-6=-49(F=-15,B=-15) 0 WARNING-Verify dosign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.10/0312015 BEFORE USE. it Design valid for use only with Milektf connectors.this design is based only upon parameters shown,and Is for an Indivkluol Wilding component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and popxrlY Inca''orate this design into the overall building design. tracing Indicated Is to prevent buckling of IrldiAdual truss web and/or chord members only. Additionalandbracing temporary permanent acing Ml;l{ ek• Is always required for stability and to prevent collapse with possible personal inlay and properly damage. For general gukicance regarding the • fabrication,storage,delivery,erection and bracing of trusses and truss systems,see-ANSI/Mil Quality Criteria,DSB-89 and BCSI Butidhy Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tame.FL 33610 Job• • Truss Truss Type I Qty Ply (Riverside Homes/Key West/jk 19916640 J160526-1 J17 Jack-Partial Girder 1 1 I I I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:58 2016 Page 1 lD:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-2JNCEkEtEwiSa97 W DgnUDOs8XzIFIQsmDjcryoyGwgh , 2.8.13 I 5-5-10 I 2-8-13 2-8-13 Scale=1:18.0 4 1!f NAILED P`1 4.95 12 11 1.5x4 ' NAILED 3 4x4 2 m '� 11*-11 N 1 I 11 11 /i ,/ 12 13 6 5 ,/ NAILED NAILED 3x4= 3x8 II 5-5-10I I 5-5-4 Plate Offsets(X,V)-- (1:0-3.0,0-2-12) _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.02 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.05 6-9 >999 180 1 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 1 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 Weight:26 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=203/0-4-3,4=62/Mechanical,5=145/Mechanical Max Horz 1=64(LC 8) Max Uplift 1=-32(LC 8),4=-38(LC 8),5=-43(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-333/42 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25t1;B=45fh L=24ft;eave=41t;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 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 32 lb uplift at joint 1,38 lb uplift at joint 4 and 43 lb uplift at joint 5. 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 Uniform Loads(pit) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert: 11=-2(B)12=-1(B)13=-8(B) t r 0 WARNING•Verify design paramelera and READ NOTES ON THIS AND WCLUDED 6RIEK REFERANCE PAGE 611.7473 rev.10032016 BEFORE USE. fill Design valid for use only with M teb&connectors.fhb 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 appticablitty of design parameters and properly incorpcxate this design Into the overall building design. l2achg Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal inlay and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems,seeANSU1P11 Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Informaton available from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1 Job• Truss Truss Type Oty Ply Riverside Homes/Key West/jk T9916641 J160526-1 ;J18 Jack-Partial Girder 1 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:42:59 2016 Page 1 ID:hZg_ioC7YpnSJJw9gjbK8yYU Lo-W VxaR3EV?Dg18JainYljmDOJUN511 tAvRNLOVSyGwgg 2-7-5 5-2-10 P_7_5 2-7-5 Scale=1:18.6 ll NAILED a '� 4.95 FT 11 1I 1,5x4 NAILED 3 4x4 7. 2 n n r 1 ; 141%40 1;3 dim um 12 13 6 5 ,/ NAILED NAILED 3x4= 3x81] 5-2-10 5-2-4 Plate Offsets(X,Y)-- 11:0-3-0,0-2-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.11 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.04 6-9 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.04 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=195/0-4-3,4=63/Mechanical,5=142/Mechanical Max Horz 1=61(LC 8) Max Uplift 1=-30(LC 8),4=-39(LC 8),5=-42(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-306/39 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCp1=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 20.0psf 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 30 lb uplift at joint 1,39 lb uplift at joint 4 and 42 lb uplift at joint 5. 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 • Uniform Loads(pif) • Vert:1-4=-54,5-7=-20 • Concentrated Loads(Ib) Vert:11=-7(F)12=-1(F)13=-10(F) • A WARNING-VwUy design param.tws and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mild S connectors.Ihls design Is based only upon parameters shown,and Is for an kdlMdud handing component,not a truss system.Before use,the bulidng 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 cdicpse with possible personal inlay and properly damage. For general guidance regarding the fabrication storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Qualify Criteria,DS11-09 and SCSI Building Component 6904 Parke East Blvd. Sly Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job• Truss Truss Type Oty Ply Riverside Homes/Key West/jk T9916642 I J160526-1 J19 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:43:00 2016 Page 1 ID:hZg_ioC7YpnSJJw9gjbK8yYULo-_hUyePF7mXy9pT9vLFgylRxOrmNXmJb3g15y1 uyGwqf 3-7-12 7-3-9 3-7-12 3-7-12 Scale=1:22.5 4 ,T 4.95 FF. NAILED 1.5x4 11 3 II_ _ NAILED 4x4. 2 � di2 1 iiILALIO 12 13 6 NAILED NAILED 3x8 ; 3x4=5 1 7-3.9 7-3-3 Plate Offsets(X,Y)-- [1:0-3-0,0-2-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.06 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.17 6-9 >523 180 BCLL 0.0 " Rep Stress Incr NO WB 0.09 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=271/0-4-3,4=78/Mechanical,5=193/Mechanical Max Horz 1=86(LC 8) Max Uplift 1=-45(LC 8),4=-40(LC 8),5=-51(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-596/62 BOT CHORD 1-6.119/266 WEBS 3-6=-303/135 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Ops1;h=25ft;B=4511;L=241t;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 45 lb uplift at joint 1,40 lb uplift at joint 4 and 51 lb uplift at joint 5. 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 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:11=-0(F)12=-1(F)13=-6(F) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev,160312015 BEFORE USE. Design valid for use only with Mlrek6 connectors.this design Is based only upon parameters shown,and Is for an kdivIdual bulding 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 btM ing design. Racing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" S always required for stability and to prevent collapse with possible personal hkey and property danage. For general guidance regading the Perko labricatkxn.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/191I Quality Criteria,DSB-89 and BCSI Building Copone6904 East Blvd. Component 6904 Tarok.Parke FEt0 Safety Informafon avdus able from Truss plate Institute,218 N.Lee Street.Stile 312,Alexandria.VA 22314. Job• Truss Truss Type Oty Ply Riverside Homes/Key West/jk T9916643 J160526-1 J20 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:43:00 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-_hUyePF7mXy9pT9vLFgyIRxRMmO2mJk3g15y1 uyGwqf 7-0-9 I 3-6-4 I3-6-4 3-6-4 Scale=1:21.1 4 1 4.95112 NAILED 1.5x4 11 3 00000000,1 • NAILED �.rip ft, 4x4 . 2 1 11010111"-111111 dct 1 12 13 6 NAILED NAILED 3x8115 3x4- 7-0-9 I . 7-0-3 Plate Offsets(X,Y)-- 11:0-3-0,0-2-12] I � LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.06 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.14 6-9 >589 180 1 BCLL 0.0 * Rep Stress lncr NO WB 0.08 Horz(TL) 0.01 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=262/0-4-3,4=76/Mechanical,5=186/Mechanical Max Horz 1=83(LC 8) Max Uplift 1=-44(LC 8),4=-40(LC 8),5=-50(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-556/60 BOT CHORD 1-6=-114/255 WEBS 3-6=-291/130 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;8=45ft;L=24ft;eave=4f;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 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 1,40 lb uplift at joint 4 and 50 lb uplift at joint 5. 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 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:11=-0(B)12=-1(B)13=-6(B) • o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.10/03,2016 BEFORE USE. Mt Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and Is tor an indtvIdual bolding cr mrxnxnt.not a truss system.Before use,the bulking designer must verify the applicability of design rxxarneters and properly incorporate this design into the overall building design. Bracing Indicated IS to prevent buckling of rndNkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always requked 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 tr sses and truss systems,seeANSI/TP11 Quality Criteria,DU-89 and BCSI BuidIng Component 6904 Parke East Blvd. Safety Information avaNable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Jobs e I Thus Truss Type Qty Ply Riverside Homes/Key West/jk T9916644 J160526-1 1J21Corner Jack 4 1 l Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:43:01 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gj bKByY U Lo-Tt2KsIGmXg50Rd k5vz LBreUgXAgNnCCvhgVZKyGwge I 1-0-0 1-0-0 3.00 12 Scale=1:7.6 2 1 r I m d t.- 6 d 1 )(' 3 • 4 3x611 I 1-0-0 I 1.0.0 Plate Offsets(X,Y)-- 14:0-3-4,0-1-81 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:3 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=31/0-3-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=16(LC 12) Max Uplift 4.5(LC 8),2=-11(LC 12),3=-1(LC 12) Max Gray 4=31(LC 1),2=22(LC 1),3=16(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=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 20.0psf 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 5 lb uplift at joint 4,11 lb uplift at joint 2 and 1 lb uplift at joint 3. • Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ABI-7473 rev.10/03/2015 BEFORE USE. pill Design valid for use only with MITekt9 connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the bulking designer must verify the applicablity of design rsurarneters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and Permanent bracing MiTek' Is always required(or stability and to prevent collcpse with possible personal inlay and property damage. for general guidance regarding the , tatxlcatkn.storage,delivery,erection and bracing of trusses and thus systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Agexandrta,VA 22314. Tampa,Ft.33610 t Job. • Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916645 J160526.1 J22 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:43:01 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gj bKByY U Lo-Tt2Ksl GmXg50Rd k5v z L Bre Uf SApaVnCCv hgVZKyGwge 3-0-0 I 3-0-0 Scale=1:10.1 3.00 Ny 3 3x4 G 2 1 O. J? % , d )'4 3x6 II I 3-0-0 3-0.0 Plate Offsets(X,Y)-- [1:0-2-4,0-2-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) •0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a r/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:12 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=109/0-3-8,3=73/Mechanical,4=36/Mechanical Max Holz 1=23(LC 8) Max Uplift 1=-19(LC 8),3=-31(LC 8),4=-1(LC 8) Max Gray 1=109(LC 1),3=73(LC 1),4=47(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.Opsf;h=25ft;B=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 20.0psf 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 19 lb uplift at joint 1,31 lb uplift at joint 3 and 1 lb uplift at joint 4. • 0 WARPING-Verity design parametors and READ NOTES ON THIS AND INCLUDED M(TEK REFERANCE PAGE 8M-7473 rev.10105/2015 BEFORE USE. will. Design valid for use only with MITek®connectors.Ns design is based only upon parameters shown,and Is for an indMdual bslding component,not a truss system.Before use,the building designer must verify the app ik:crb illy of design parameters and properly incorporate this design Into the overall biding design. Bracing Indicated is to prevent txrctding of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always regsked 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 musses and truss systems,seeANSI/IPI I Quality Cdteda,DSB-89 and SCSI Building Component 6904 Parka East Blvd. • Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job. • I Truss Truss Type Oty Ply Riverside Homes/Key West/jk T9916646 J160526-1 J23 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:43:02 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYU Lo-x4ci35H018Dt2nJ HSgsO0s0mKa69E ESM8La35nyGwgd 5-0-0 5-0-0 Scale=1:12.5 3 3.0012 9 3x4 2 • 111.11 • 4 3x6 11 5-0-0 • 5.0.0 Plate Offsets(X,Y)-- (1:0-2-4,0-2-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(LL) -0.07 4-7 >833 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 nta n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=183/0-3-8,3=120/Mechanical,4=62/Mechanical Max Horz 1=39(LC 8) Max Uplift 1_35(LC 8),3=-51(LC 8) Max Gray 1=183(LC 1),3=120(LC 1),4=85(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.Opsf;h=251t;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 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.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 35 lb uplift at joint 1 and 51 lb uplift at joint 3. 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllok3a connectors.Ms design Is based only upon raraxmeters 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 bx4dng 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,deevery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from buss Plate Institute.218 N.Lee Street,Suite 312•Alexandria,VA 22314. Tampa.FL 33610 iJob. ' Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916647 IJ160526-1 J24 Jack-Open 6 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:43:02 2016 Page 1 ID:hZg_ioC7YpnS_JJw9c0K8yYULo-x4ci35H018Dt2nJ HSgsQOsOhIa2HE ESM8La35nyGwgd 7-0-0 I 7-0-0 Scale=1:14.9 3 I 3.00 IV , 10 3x4 9 2 c9 N N 1 0 ft 4 3x8 II 7-0-0 I 7-0-0 Plate Offsets(X,Y)-- [1:0-3-8,Edgel LOADING (psi) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.11 4-7 >771 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.28 4-7 >293 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH 1 Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=257/0-3-8,3=169/Mechanical,4=88/Mechanical Max Horz 1=55(LC 8) Max Uplift 1.50(LC 8),3=72(LC 8) Max Gray 1=257(LC 1),3=169(LC 1),4=123(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-420/33 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25f1;B=45ft;L=2411;eave=4t1;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 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 50 lb uplift at joint 1 and 72 lb uplift at joint 3. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10103/2015 BEFORE USE. liall• { Design valid for use only with MITek®connectors.this design Is based only urxxt rxxometers shown.and Is for an IndMdud blldirtg component,not a truss system.Before use,the building designer must verify the applicd?lily of design parameters and properly incorporate this design Into the overall 111 building design. Bracing Indicated Is to prevent budding of Individual truss wet'and/or chord members only.Additional temporary and permanent tracing MiTek' is always required for stabNity and to prevent collapse with possible personal inkrry and property damage. For general guidance regarding the• E Parke ast Blvd. fabrication,storage,delivery,erection and bracing of trusses and Truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bulking Component 6 6904 P. East Safety Information avatab�le from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Job•• • Truss Truss Type Oty Ply Riverside Homes/Key West/jk T9916648 J160526-1 J25 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:43:03 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-PGA5HRI03SLkgwtUON Nfw3Zgf_KBzbnVM_JceDyGwgc 4-9-8 I9-7-1 4-9-8 4-9-8 Scale=1:18.1 4 2.12 ri2 NAILED 1 14 NAILED 3x4 ' NAILED 13 3 3x4 „ goo el 2 o 4- 12 N N 1 ' th Q111 , C = 15 16 7 17 6 5 NAILED NAILED/5x4 II NAILED 3x4= 3x8 II 0-0-6 4-9-8 i 9.7-1 046 4-9-2 4-9-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.18 6-7 >635 180 BCLL 0.0 * Rep Stress Ind NO j WB 0.44 Horz(TL) 0.02 5 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-7 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=469/0-4-3,4=260/Mechanical,5.368/Mechanical Max Horz 1=76(LC 4) Max Uplift 1=-177(LC 4),4=137(LC 4),5=-73(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-3=-1043/293 BOT CHORD 1-7.-358/1018,6-7.358/1018 WEBS 3-6=-1053/371 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=241t;eave=4tt;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 • 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 177 lb uplift at joint 1,137 lb uplift at joint 4 and 73 lb uplift at joint 5. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)107 lb down and 45 lb up at 0-0-0,and 107 lb down and 45 lb up at 0-0-0 on top chord. The design/selection of such connection device(s)is the responsibility • of others. • 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Concentrated Loads(Ib) Vert:1=-158(F=-79,B=-79)13=-5(F)14=-44(F)15=-1(F)16=-10(F)17=-34(F) Trapezoidal Loads(plf) Vert:1=0(F=27,B=27)-to-4=-129(F=-38,B=-38),8=0(F=10,B=10)-to-5=-48(F=-14,B=-14) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with Mllekd2 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 verily the applicability of design parameters<hd property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of IndMdual tnas web and/or chord members only. Additional temporary and permanent tracing MiTek* is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general gukiance regarding the Fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Qually CAtwla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job A A I Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916649 J160526-1 J160526-1 J26 Jack-Partial Girder 2 1 II Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:43:04 2016 Page 1 ID:hZg_ioC7YpnS_JJw9gjbK8yYULo-tSkTUn1egITbl4Sga5uuTH5.jOgti t Dfbe39AtyGwgb 4-11-09-10-1 9-10-1 I 4-11-0 4-11-0 Scale=1:18.0 4 f 2.12 Fri NAILED e 14 NAILED 3x4 3 NAILED 13• • 3x4= 1� 12 2 1 iONI a f_ - P.� II II 11 15 16 AI 7 17 6 5 NAILED NAILED 1.5x4 I NAILED 3x4= 3x8 I1 0.46 4-11-0 I 9-10-1 I 0-0-6 4-10-10 4-11-0 Plate Offsets(X,Y)-- (1:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.20 6-7 >585 180 BCLL 0.0 * Rep Stress Incr NO 1 WB 0.50 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=328/0-4-3,4=271/Mechanical,5=386/Mechanical Max Horz 1=81(LC 4) Max Uplift 1=-93(LC 4),4=-144(LC 4),5=-77(LC 4) Max Gray 1=328(LC 1),4=271(LC 25),5=386(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1109/312 BOT CHORD 1-7=-380/1082,6-7.380/1082 WEBS 3-6=-1119/393,3-7=0/252 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;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 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 93 lb uplift at joint 1,144 lb uplift at joint 4 and 77 lb uplift at joint 5. 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:13=-5(B)14=-44(B)15=-1(B)16=-10(B)17=-34(B) Trapezoidal Loads(pit) Vert:1=0(F=27,B=27)-to-4=-133(F=-39,B=-39),8=0(F=10,B=10)-to-5=-49(F=-15,B=-15) 0 WARNrNG-Verily de n panmetere and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE Ma.7473 rev.10/03/201S BEFORE USE. pan Design valid for use only with Mllekr)connectors.This design is based only upon rxuaneters shown,and Is for on Individual building component,not a truss system.Before use,the building designer must verily the appricabllty of design Ixxameters and properly Incorporate this design Into the overall binding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary end permanent tracing MiTek, is always required for stability and to prevent collapse with rhe personal injury and property damage. For general guidance regarding the East BNd. fa rtcatloon n,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Cdteda,DSB-$9 and SCSI Building Component 6904 Tampa.ParkeFEast 0 Safety Information available from Truss Plate Insltute.218 N.lee Street,Suite 312.Alexandria,VA 22314. Job- •• Truss Truss Type Qty Ply Riverside Homes/Key West/jk T9916650 J160526-1 K01 Flat Girder 1 1 2 Job Reference(optional) I Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Nov 21 14:43:05 2016 Page 1 I D:hZg_ioC7YpnS_JJw9gjbK8yYULo-Lf Iri7JGb3bSvE 1 s8oP7?UeEznBpRZGogloji6yGwga 3.3-0I 6-6-0 3-3-0 3-3-0 3x4= 1.5x4 II 3x4= Scale=1:12.3 7 8 2 9 3 IM Li I 4 5 4 3x8 6 1.5x4 I I 1.5X4 '1 3.3.0I 6.6.0 l I 3-3-0 3.3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.03 5 >999 180 BCLL 0.0 * Rep Stress Inch NO WB 0.19 Horz(TL) -0.00 4 rt/a rVa BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1332/Mechanical,4=931/Mechanical Max Horz 6=-45(LC 4) Max Uplift 6=441(LC 4),4=-309(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-1290/442,1-2=-1524/500,2-3=-1524/500,3-4=-889/310 WEBS 1-5=-557/1667,2-5=-1310/477,3-5=-557/1667 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=24ft;eave=oft;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 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 441 lb uplift at joint 6 and 309 lb uplift at joint 4. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)607 lb down and 234 lb up at 0.6.12,and 592 lb down and 239 lb up at 2-6-12,and 604 lb down and 245 lb up at 4-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(plf) Vert:1-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:7=-607 8=-592 9=-604 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MM-7473 rev.10/93/2015 BEFORE USE. ' f Design valid for use only with Mtleks connectors.This design is based only upon pxramekas shown,and is for an Individual holding component.nt.rot a Buss system.Before use,the building designer must verity the applicability of design parameters and properly Inc or orate OUs design into the ovoid! building design. Bracing Indicated Is to prevent budding of indtvkiuol 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 E Parke ast Blvd. k>trtcatk>n,storage,delivery.erection and bracing of trusses and tr ss systems.seeANSl/TPit Quality Criteria,DSB-89 and SCSI Building Component 69046 P. Est 0 Safely information available from Buss Plate Institute.218 N.Lee Street,Site 312.Alexandria.VA 22314. cold H1C" Do o� _ Wza Q I I Mr.NN n 0caCC-oQ -om OQa -.. Op Z (n -(D7 7 - Z D L---- (...3 • o071mc° oP_il ��5 -OF �j (Q O Nv, Q(D C''(DOS= (Dm G D `Q :- ooN oQ00.` aca. a • Q fl � aQO -oNaa3v3Wti5mfl 7 6 • ti � QZ pa p DQO � 7Q 7 OQ n Q: O 06C-65'S DyapOn- � 0° gQ 63 Q0 (�oQ 3 ° a •K�flaaS o °ooa ° O OyQ - ° Qp � po p3pa,- oND N3 aa Z Qp �OCpp0 3_On� Om aat"- 7�277 C4QtiN 0 y7 m 3 O _ N m D Q X DpQ O O u, o mN Q m p N-] 0 No tn (Do3pQ Npa0 Dm Q. aKOnO0O Q -n Q N O N7 xjQ -,p CO 7 < (D 7Q tio . o E.2;_._aC 7. m p 7 pO16QaQQC7 a 01 - < (Q 5O0 m w r " -i m m -o Z() 'D 6 TOP CHORD �.3 �' ai w% n0 KO mm_ x t:18 m 1110. • co o rAie (20 CT 7 1)( N � Q �N NCD a �mA mAm Q w(1o O W A O 3 M w co aj P G 20 go .....E ts.) cg- MIMI 1- D O o p 5 to ,f. 0 Al N m O 7 f Ci) V D p DW S Z ® Q O (CD Z (D O tm o® a ® 3 W E - O C71 A to `a' < v) -0 5 TOP CHORD a 1 _ 9 co v tT U A W N Q T 10> p :O (5 v P (!, A W N O J Q 0 z0 .-°m Dog a a8 " °0 8a mo3 Qb omQ zg= 5c 50 ma o4g = o�"o o< g-z�N c c_ N ma< ms-o o 73D 0-0 2(23 om Q$a £� �� yam 3 �' -g., �a 0 Q CD �' ��f �gtQ o °° �o �,°^ ai mem X -o <-0 3Qo m mmm oX 40.6. 0 = (Q 6 o a m3� a Qy �� aac a$ o6H a xm off coo a 5m$ mm om o' o (DO Jc �m-p mom p o b oQ � m o' Q-7o mt2 aG 3 m31 m mm -m c 'pots xQ O co c�3 j�i0 1p' p Q0 " pa- p3 ON ma g D mN ms. mm Qo '^ �ou," Qa a6o3 Q� O 0m X64 06 m—Q a 7o o mH -,.. m3 3 p"° On am 3� too o „IQ,-o o ao� o v 0; moo 4 o `a-Q- 0g Qg $-2_ a *6 0. og �_c _sD ° o-gy 'w 9 ao Eo a mQ m5 c(1)•,,2 -,-<- o m3 CD Q� go og Do- aa'c -05 Q.3 Q£ o o (0 H<.c a a_o�-a o(� OD p ��1 aQ ym3 ^m m N m o� C)• W0. �4. (107= yao < a p tpmQ_�Q £ o Q u N T R • mu cb rr 5 • •7 a 4 i, 2,0 A_0 0 O c,,,D 0 5 8 u.,3 T t0 -6(0 �Q • 0 '$.4 5 Q Cp (D 6 m c 0 0 0 O. 5 'go (D o.c a O a (a 2-N 6 , //V1�� Q -^ oQ n o c� W0 -° m 0m 7mm 0H- ao za v£t "g(73,• ap7 -1 o cy - n Ll A 6,p D-< n a -p YS' c a" S-a 6Q AD N6 tea. m EE * O Q6Dc. QaD ma o oo = QmQ� 6aopm �a (p £ _ppmmmCSOC N� o. m a m� D an 3Q �p mU ?O �O Q-0 0 (AND N3cn m� S o £- Z o "m Qo'. aD c `m 4' 5 ` al, 'D m 0 m £ p£ 000 m o o �y a Q R off �0 3 a m Q� �. w' O 9a as II a 0 mo o a g �°-m (1,(D m o a m z Q N Z Eo Q m °.(Q o D.5 3 m