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1804 ATLANTIC BEACH DR - TRUSS twit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek OFFICE COPY RE: J160431 - Riverside Homes - Merriman Resd -JB MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Riverside Homes Project Name: Merriman Residence Model: Lot/Block: 64 Subdivision: ABCC Address: 1804 Atlantic Beach 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 #: 50791 Address: 11481 Old St. Augustine Rd. #202 City: Jacksonville State: FL General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 76 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date , A L d o 1 T9334527 F01 8/23/16 23 T9334549 C05 8/23/16 v a G `� 2 T9334528 F02 8/23/16 24 T9334550 C06 8/23/16 = z, 3 T9334529 F03 8/23/16 25 T9334551 C07 8/23/1 - = ,. E 0 p a 4 T9334530 F04 8/23/16 26 T9334552 D01 8/23/1 3r, d E T9334531 F05 8/23/16 27 T9334553 E01 8/23/1 d - o o .7,1-- 5 6 19334532 F06 8/23/16 28 T9334554 E02 8/23/1 W W Z z 7 T9334533 F07 8/23/16 29 T9334555 E03 8/23/1 = ` " r z z a w 8 T9334534 F08 8/23/16 30 T9334556 E04 8/23/1 0 0 F. a D p_ w 2 - 9 T9334535 F09 8/23/16 31 T9334557 E05 8/23/1 a o o , o 10 T9334536 F10 8/23/16 32 T9334558 E06 8/23/1fat a ' 0 0 0 11 T9334537 F11 8/23/16 33 T9334559 E07 8/23/1 v E N 12 T9334538 F12 8/23/16 34 T9334560 E08 8/23/1 s 13 T9334539 F13 8/23/16 35 T9334561 E09 8/23/1f • ` 14 T9334540 F14 8/23/16 36 T9334562 G01 8/23/1 " " - z r }'L 15 T9334541 A01 8/23/16 37 79334563 G02 8/23/16 a .- N -- 16 T9334542 A02 8/23/16 38 T9334564 H01 8/23/1 f� s a ? LL 17 T9334543 A03 8/23/16 39 T9334565 H02 8/23/1 E z . o o :• G 18 T9334544 B01 8/23/16 40 T9334566 H03 8/23/16 - a > > W cl- 19 T9334545 CO1 8/23/16 41 T9334567 H04 8/23/16 0 5, "_ ,, it 2 aw 20 T9334546 CO2 8/23/16 42 T9334568 H05 8/23/16 w F a ii o m 0 21 T9334547 CO3 8/23/16 43 T9334569 H06 8/23/16 = a ,% a 0a 0 m =7-'-i 22 T9334548 C04 8/23/16 44 T9334570 K01 8/23/16 a - . tlt'Iii,I, The truss drawing(s) referenced above have been prepared by MiTek �.`� &IN V < ,,,, USA, Inc. under my direct supervision based on the parameters .` 50 \G E NS'•���'*, provided by Manning Building Supplies. • • . ' • N• •:182 Truss Design Engineer's Name: Velez, Joaquin t'i`• _ * My license renewal date for the state of Florida is February 28, 2017. . r•� :X.7 1. ' .. STATE OF .'14/: IMPORTANT NOTE: The seal on these truss component designs is a certification °��' �. p I. that the engineer named is licensed in the jurisdiction(s)identified and that the �` z. 0 R \O.• c.?\��` designs comply with ANSI/TPI 1. These designs are based upon parameters 1•;9&/ '••' �N` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were illO N A� ��� given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only,and was not taken into account in the preparation of J. quin Velez PE No.68182 these designs. MiTek has not independently verified the applicability of the design M ek USA,Inc.FL Cert 6634 parameters or the designs for any particular building. Before use,the building designer ••i•Parke East Blvd.Tampa FL 33610 should verify applicability of design parameters and properly incorporate these designs '.e: into the overall building design per ANSI/TPI 1,Chapter 2. August 23,2016 Velez.Joaquin 1 of 2 RE: J160431 - Riverside Homes - Merriman Resd -JB Site Information: Customer Info: Riverside Homes Project Name: Merriman Residence Model: Lot/Block: 64 Subdivision: ABCC Address: 1804 Atlantic Beach Drive City: Atlantic Beach State: FL No. Seal# Truss Name Date 45 T9334571 K02 8/23/16 46 T9334572 K03 8/23/16 47 T9334573 J01 8/23/16 48 T9334574 J02 8/23/16 49 T9334575 J03 8/23/16 50 T9334576 J04 8/23/16 51 T9334577 J05 8/23/16 52 T9334578 J06 8/23/16 53 T9334579 J07 8/23/16 54 T9334580 J08 8/23/16 55 T9334581 J09 8/23/16 56 T9334582 J10 8/23/16 57 T9334583 J11 8/23/16 58 T9334584 J12 8/23/16 59 T9334585 J13 8/23/16 60 T9334586 J14 8/23/16 61 T9334587 J15 8/23/16 62 T9334588 J16 8/23/16 63 T9334589 J17 8/23/16 64 T9334590 J18 8/23/16 65 T9334591 J19 8/23/16 66 T9334592 J20 8/23/16 67 T9334593 J21 8/23/16 68 T9334594 J22 8/23/16 69 T9334595 J23 8/23/16 70 T9334596 J24 8/23/16 71 T9334597 J25 8/23/16 72 T9334598 J26 8/23/16 73 T9334599 J27 8/23/16 74 T9334600 J28 8/23/16 75 T9334601 J29 8/23/16 76 T9334602 J30 8/23/16 I 111 I I 2of2 MEMEL Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334527! J160431 F01 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:12 2016 Page 1 ID:vSalOZvCdja0rnzhnYBDGjeyn_8Z-hUrSoIUDCSVjf019GV5HaDJaNgcPJ_I5gDcYspykx1 b 0-1-8 1-2-8 1-2.8 1.2.8 1.2.8 1.2.8 1.2-8 1-2-8 1-2-8 6- 0.5• 1-2-8 0:4_-_p-k8 H11-0_1.4 I II II I I. II II II la 1 ` S�afarra_, 4x4- 6x6_ 3x6= 3x3 II 3x3= 3x3= 3x3= 4x4= 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 « - ° i .1 I \ I II/ / / + c?, .... .............. ...... ..... 23 22 21 20 19 Er. • 4x4= 353= 3x3- 4x4= 454= 3x3-- 3x3- _ 4x7— 6x6= 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 I 9.4.0 i 10.8-0 12-0-0 .12-8.12113.4.0 14-8-0 + 16-0-0 17-4-0 I1-4-0 18-8-00 �9310-7.12� 1-4-0 I 1.4-0 i1-4-0 1-4-0 1 1-4-0 ' 1-4-0 1-4-0 1-4-0 1-4-0 '0.8.12 0-7-4 1-4-0 1-4-0 1-4-0 Plate Offsets(X,Y)-- (12:0-1-8,Edgel.(16:0-1-e,Edge],[18:Edge,0-1-8],[20:0 1-8,Edgel,123:0 1-B,Edge],(24:0-3 0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.02 21 >999 480 MT20 244/190 TCDL 10.0 j Lumber DOL 1.00 BC 0.58 Vert(TL) -0.03 21-22 >999 360 BCLL 0.0 Rep Stress lncr NO ; WB 0.39 Horz(TL) 0.01 18 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 i 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 6-0-0 oc bracing. REACTIONS. All bearings 12-10-4 except(jt=length)18=0-5-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)except 34=-106(LC 4) Max Gray All reactions 250 lb or less at joint(s)34 except 18=1353(LC 4),33=851(LC 1),32=572(LC 1), 31=582(LC 3),30=580(LC 1),29=580(LC 3),28=582(LC 1),27=573(LC 3),26=610(LC 1),25=435(LC 3), 24=1645(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 17-18=-1332/0,12-13=-323/0,13-14=-1124/0,14-15=-1397/0,15-16=-1183/0, 16-17=-440/0 BOT CHORD 23-24=0/323,22-23=0/1124,21-22=0/1397,20-21=0/1183,19-20=0/440 WEBS 1-33=-295/0,2-33=-319/0,3-32.296/0,4-31=-301/0,5-30=-300/0,6-29=-300/0, 7-28=-301/0,8-27=-297/0,9-26=-314/0,12-23=0/1075,12-24.1378/0,13-23=-1227/0, 13-22=0/617,14-22=-417/0,15-21=0/327,15-20=-566/0,16-20=0/1136,16-19=-1083/0, 17-19=0/1374 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint 34. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6) 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:18-34=-210(F=-200),1-17=-225 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.1 01 0312 0 1 6 BEFORE USE. - Design valid for use only with Milek&�J connectors.This design Is based only rrrxm lxaameters shown,and is for an hdlvidual bonding component.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Effacing 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 k4uy and property damage. For general guidance regarding the Parke East Blvd.talxlcatkrn,storage.dettvery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,OSB-89 and BCSI Building Component 690469 P.Park F33610 Safety Intormallon avdns8M idtle from Truss Plate Ie,218 N.Lee Street.Suite 312,Mexandkp.VA 22314. NEIL I 1 Job Truss Truss Type 'Qty Ply 1 Riverside Homes-Merriman Resd-JB T9334528 J1604311 F02 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:13 2016 Page 1 ID:ySaIOZvCdjaOmzhnYBDGjeyn_8Z-9hPr?eVrymdaHXcLgDc W 6RrtTEve2U0EvtM50Fykx1 a 1.3.0 { I 2.0-0 I 2-3-12 H Scale:3/8•=1' 4x7= 1.5x4 I I 1.5x4 II 3x8= 1.5x4 II 3x6= 1 2 3 4 5 6 7 8 9 10 i• . ... . 4..\- -/\ / \- 4 : _ \/\ .— 20 19 18 17 16 14 13 12 4x4= 3x4= 1.5x4 II 1-6-0 4-0-0 11-3-0 12-7-8 17-9.121 19-3-12 1-6-0 ' 2-6-0 i 7-3-0 I 1-4-8 I 5-2-4 1-6-0 Plate Offsets(X,Y)-- (11:Edge,0-1.81 _ LOADING(psf) I SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 ! TC 0.69 Vert(LL) -0.13 18-19 >999 480 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.77 Vert(TL) -0.19 18-19 >807 360 BCLL 0.0 . Rep Stress!nor YES WB 0.23 Horz(TL) 0.03 11 r1/a ilia BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:109 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) 21=721/0-4-12,11=425/0-5-8,15=951/0-5-8 Max Gray 21=727(LC 10),11=442(LC 7),15=974(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-719/0,10-11=-437/0,1-2=-548/0,2-3=-1286/0,3-4=-1507/0,4-5=-1507/0, 5-6.1507/0,6-7=-793/0,7-8=-558/0,8-9=-558/0,9-10=-293/0 BOT CHORD 19-20=0/1037,18-19=0/1491,17-18=0/1507,16-17=0/1206,15-16=0/365,14-15=0/365, 13-14=0/558,12-13=0/558 WEBS 7-15=-938/0,1-20=0/823,7-16=0/686,2-20=-776/0,6-16=-696/0,2-19=0/396, 6-17=0/550,3-19=-325/0,5-17.302/0,10-12=0/441,7-14=0/384,9-12=-408/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 1 1 � 0 WARNWO-V.Nty design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE AM-7473 rev.10/83/20IS BEFORE USE. ' Design valid for use only with MIIeke connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 East BNd. fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSUTPI1 Quality Crtiala,DSB-89 and BCSI Bulding Component 6 P,Parke East Safety Information available from truss Plate Institute.218 N.lee Street,Suite 312,Alexandria,VA 22314. ___ _.-_. 1 Job ITruss Truss Type Qty Ply I Riverside Homes-Merriman Resd-JB T9334529 J160431• F03 Floor 4 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:14 2016 Page 1 ID:vSalOZvCdjaOmzhnYBDGjeyn_8Z-dtzDD_WUj31RvhBXNw71feOrxeGgnv107X6fxhykx1Z 1130 I I 2312_ Scale=1:32.8 4x7= 3x5= 4x4= 1.5x4 I I 3x3= 3x3= 3x3= 4x4= 4x7= 1 2 3 4 5 6 7 8 9P 1 \v/' /.\ / \w 7 03 11 i � •. • • 6 20 19 18 17 16 15 14 13 12 11 3x3 II 5x5= 4x7 I I 457 II 3x6 II 3x6 II 4x7 I 4x4= 5x5= 3x3 II 19-3-12 fI 19-3-12 Plate Offsets(X,Y)-- 11:Edge,0-1.81,19:03-0,Edge),116:0-3-0,0-0.01,117:0-3-0,Edgel LOADING (psf) l SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.21 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.33 15-16 >699 360 BCLL 0.0 Rep Stress!nor YES j WB 0.36 Horz(TL) 0.04 10 n/a n/a BCDL 5.0I Code FBC2014/TPI2007 I Matrix-SH Weight:120 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. REACTIONS. (lb/size) 21=1048/0-4-12,10=1048/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21.1042/0,9-10=-1045/0,1-2=-837/0,2-3=-2104/0,3-4=-3194/0,4-5=-3194/0, 5-6=-3357/0,6-7=-2912/0,7-8=-2077/0,8-9=-838/0 BOT CHORD 18-20=0/1584,17-18=0/2693,16-17=0/3194,15-16=0/3194,14-15=0/3251,12-14=0/2582, 11-12=0/1577 WEBS 1-20=0/1257,2-20=-1186/0,2.18=0/805,3-18=-913/0,3-17=0/886,9.11=0/1259, 8-11=-1173/0,8-12=0/795,7-12=-801/0,7-14=0/511,6-14=-525/0,6-15=0/297, 5-15=-264/485,5-16=-559/37 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Sirongbacks 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 MITEK REFERANCE PAGE 5111.7473 rev.I(1(3/2015 BEFORE USE lioit Design valid for use only with MIIekS)connectors.Iris design k based only upon parameters shown,and Is for an individual building component,nol a truss system.Before use,the building designer must verify the applicabllN of design parameters and Properly incorporate Sits design Into the overall HAW design. eroding g indicated Is to prevent buckling of Individual truss web and/dr chord members only.Adc lttonal temporary and permanent tracing Is always regrired for staWltty and to prevent collapse with possible personal Inluy and property damage. for general gridcnce regarding the Parke East Blvd. fabrk:atbn,storage.delivery,erection andbracing of Infsses and truss systems.seeANSt/tP11 Cuafly Criteria,DSB-89 and SCSI Building Component 690469 P. East 0 Safety Information available from Truss Plate institute.218 N.Lee Street Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty l Ply I Riverside Homes-Merriman Resd-JB T9334530, J1604310 r F04 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:14 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-dtzDD_W Uj31RvhBXNw7IfeOzieRmn--?O7X6fxhykxl Z Scale=1:19.4 3x3 II 13x8= 2 3 4 5 6 7 8 9 10 o • ° t °o °° ...1 voi • —jl I i — - — ° ...................... .. 20 19 18 17 16 15 14 13 12 11 3x3 3x3_ 3x3 II 11-8-8 I11-8.8 - -_ — LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/3 - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - rVa 999 BCLL 0.0 Rep Stress lncr YES WB 0.02 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:63 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 11-8-8. (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. 4 V WARNING•V°rNy dalgn paremetars end READ NOTES ON THIS AND INCLUDED MUCK REFERANCE PAGE IAM7473 rev.10/03/2015 BEFORE USE. ININ Design valid for use only with Mlteir&&connectors.Irks design Is based only upon parameters shown.and Is for on individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always requked for stablity and to prevent collapse with possible personal inlay and properly damage. For general guidance regarding the EastBlvd. fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Qualiy 6904 Parke Criteria,DSB-89 and BCSI BuHding Component 9 P.FL Es Safety Information available from truss Plate Insttute.218 N.Lee Street.Sate 312.Alexandria.VA 22314. Job Truss Truss Type Ory Ply Riverside Homes-Merriman Resd-JB 79334531 J160431• r F05 Floor 2 1 Job Reference(optional) _ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:15 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-53W bOKX6UNulWrlkxde_Bsx1 b1 gsW PRXMBrCT7ykx1 Y 0-4-0 1.-i 1 1-3-0 I 2-0-8 I Scale=1:12.8 3x6 11 34 11 3x6=- 1 1 2 3 3x3= 4 1 • i O I 1 ri-- . . .• 3x3= 3 , 9 8 7 6 1.5x4 II 3x3= 1.5x4 I 3x3 II 0-4-0 5-3-0I 6-9-0 0-4-0 4.11-0 1-6-0 LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.04 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(TL) -0.06 7 >999 360 BCLL 0.0 Rep Stress'nor YES WB 0.14 Horz(TL) 0.03 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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) 5=343/0-5-8,1=343/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-345/0,1-2=-328/0,2-3=-328/0 BOT CHORD 7-8=0/328,6-7=0/328 WEBS 4-6=0/298,1-8=0/481,2-8=-250/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10N3/2015 BEFORE USE. Nil Design valid for use only with MllekS connectors.INs design Is based only upon dxrameters shown,and Is for an individual holding component,not a truss system.Before use,the bulking designer must verily the applicability of design paameters and properly Incorporate this design into the overall ITek• bulking design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with passble personal Inlay and properly damage. For general gridan:e regarding the Parke East Blvd.storage.delivery,erection and bracing of trusses and truss systems.seeANSi/TPI 6904 Component I Quality Criteria.DSB-89 and BCSI Building CompontEt 0 Safety Information available from bras Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.P, Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334532 ' 2 1 J160431° F06 Floor Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Tue Aug 23 14:57:15 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-53WbQKX6UNulWrIlade.BsxwD1eiWM2XMBrCT7ykx1Y 0-4-0 1-3-0 2-3-8 0-9-0 - IIIScale=1:12.8 3x6 II 3x6 II 3x6 I I 6x6= 6x6 1 2 3 4 5 • II\ . / I 4x4= 3x3 II 1 10 9 8 6 1.5411 3x3= 4x7= 0-4-0 5-7-8 1911 6-9-0 I 0-4-0 5-3.8 Plate Offsets(X,Y)-- 13:0-3-0,Edgel,[8:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.03 8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) 0.07 8 >903 360 BCLL 0.0 Rep Stress Inch NO WB 0.35 Horz(TL) -0.08 7 Na Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:51 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-9-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. REACTIONS. (lb/size) 1=-6010-3-8,7=2507/0-5-8 ) Max Uplift 1=-269(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-6-0/806,1-2=0/542,2-3=0/542,3-4=0/542,4-5=0/1258 BOT CHORD 8-9=-542/0,7-8=-1258/0 WEBS 4-7=-713/0,1-9=-796/0,4-8=0/1247,2-9=0/491,3-8=-758/0,5-7=-2246/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 lb uplift at Joint 1. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)795 lb down at 6-7-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-5=-100 Concentrated Loads(Ib) Vert:6=-795(B)5=-967 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-5=-100 • Concentrated Loads(Ib) Vert:6=-795(B)5=-967 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:6-10=-10,1-4=-100,4-5=-20 Continued on Dane 9 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIlelat connectors.BM os design Is based only upon parameters shown.and Is for an Irdduxi building component,not . a truss system.Before use.the building designer must verify the applicability of design parameters and properly hcorl:orate this design into the overall MiTek' building design. Brach©Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temnixray and permanent bracing Is always required for stability and to prevent collapse with possible personal hf uy and property damage. For general quldcnce regarding the Pae Est Blvd.fabrication.ion.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPl i Quality Criteria.DSB-89 and BCSI BuUding Component 690469 P.Parke FE aa610 Safety Information avdlable from Truss Plate Instflute.218 N.Lee Street.Site 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply (Riverside Homes-Merriman Resd-JB 19334532 J160431' F06 Floor 2 1 ' I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:15 2016 Page 2 ID:vSaiOZvCdjaomzhnYBDGjeyn_8Z-53W bQKX6UNuIWrIlocde_BsxWD1 eiW M2XMBrCT7ykx1 Y LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:6=-795(B)5=-967 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:6-10=-10,1.4=-20,4-5=-100 Concentrated Loads(Ib) Vert:6=-795(B)5=-967 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert 6-10.10,1-4.100,4-5=-20 Concentrated Loads(Ib) Vert:6=-795(B)5=-967 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:6-10=-10,1-4=-20,4-5=-100 Concentrated Loads(Ib) Vert:6=-795(B)5=-967 7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:6-10=-10,1-3=-100,3.4=-20,4-5=-100 Concentrated Loads(lb) Vert:6=-795(B)5=-967 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:6-10=-10,1.2=-20,2-4=-100,4-5=-20 Concentrated Loads(Ib) Vert:6=-795(B)5=-967 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:6-10=-10,1-3=-100,3-4=-20,4-5=-100 Concentrated Loads(Ib) Vert:6=-795(B)5=-967 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:6-10=-10,1-2=-20,2-4.100,4-5=-20 Concentrated Loads(Ib) Ver:6=-795(B)5=-967 0 WARNING-Wordy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rtrv.1003/2015 BEFORE USE. 112. Design valid for use only with Maleic®connectors.this design Is rased only upon parameters shown,and Is for an individual bulding component,not a truss system.Before use,Bre bulking designer must verity the applicability of design parameters and properly incorporate this design Into the overall MiTek' building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Addtioxl ternporay and permmbracing acing Is always required for stability and to prevent collapse with possible personal Inlay and property damage. for general guidance regarding tixr East Blvd. lubrication,storage.delivery.erection and bracing of trusses and truss systems.soeANSI/1Pi i Quality Criteria.DS8-89 and SCSI Building Component 690469 P,Parke 33610 East Safety Information avarable from truss Plate Institute.218 N.Lee Street Suite 312,Alexandria.VA 22314. Job Truss Truss Type Oty Ply Riverside Homes-Merriman Resd-JB T9334533 J160431* F07 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:16 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn 8Z-ZG4zdgXkFh098?KWVL9Dk3TF0R4aFsOhbrbl?aykx1X 1-3-0 ,I0-6-8r------� Scale=1:13.5 6x6= 3x6 I I 3x6 1 6x6= 1 10 2 11 3 12 4 • I i /-7 = * 9 83_ 7� 3x3 6 3 3x3 II x3 11 7.3-a I7-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:53 lb FT=20%F,114E 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, Except: 6-0-0 oc bracing:7-8. REACTIONS. (lb/size) 9=292/Mechanical,5=753/0-3-8 Max Uplift 9=-135(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-288/138,4-5.752/0,1-2=-298/6,2-3=-652/0,3-4=-260/0 BOT CHORD 7-8=-34/547,6-7=0/730 WEBS 1-8=-8/400,2-8=-349/39,2-7=0/265,3-6=-659/0,4-6=0/545 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 lb uplift at joint 9. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)354 lb up at 0-10-0,and 369 lb up at 2-10-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:5-9=-10,1-4=-100 Concentrated Loads(Ib) Vert:2=125 10=122 11=-243 12=-276 V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10032015 BEFORE USE. lilt Design valid for use only with Mllekw connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Belem use.the building designer must verity tIre applicability of design p urometers and properly Incorporate fink design Into the overall 7ek, building design. Racing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing Mit Is always required for stability and to prevent collapse with possible personal Yyuy and property damage. For general guidance regarding the E Parke ast Blvd. fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DS8-$9 and SCSI Building Component Tampa.P. East 0 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Oty Ply Riverside Homes-Merriman Resd-JB 1 I T9334534 J1604314 F08 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:16 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-ZG4zdgXkFh098?KwVL9Dk3TEbR56Ft8hbrbl?ayla1 X 1.3.0 I-0.6.8 I 1 I Scale=1:13.5 4x7= 1 3x6= 23x3= 33x3= 4 • • ir • I 3x3- 7 3x3= 6 4x4= 9 8 3x3 1 3x311 I 7-3-8 7-3.8 Plate Offsets(X,Y)-- (4:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.01 7-8 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/FP12007 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 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=387/Mechanical,5=387/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-382/0,4-5=-388/0,2-3=-427/0 BOT CHORD 7-8=0/457,6.7=0/376 WEBS 1-8=0/372,2-8=-331/0,3-6=-380/0,4-6=0/343 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. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design k based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate tilts design into the overall building design. Bracing indicated Is to prevent truckling of individual truss web and/or chord members only. Additional temporary d permanent bracing MiTek' ek' IS always required br stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the Parke East Blvd. fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building ng Component 33610 Safety Information avdtable from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexandrb,VA 22314. Tampa.P.Parke I Job 'Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB I T9334535 I J1604311 F09 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:18 2016 Page 1 ID:vSalOZvCdjaOmzhnYBDGjeyn_6Z-WeCk2MZ_nIGtNJUJcmChpUZRzFdOjgmz294s4Sylcx1V I 1-0-4 II 1.2.8 II0.11.01 1-3-0 _ 1-6.0 II-- 2-0-0 II 1-6-8 I O -I Scale:3/8'=1' THA426Special 6x6= 3x6 11 3x6 11 6x6= 4x7 1'' 3x6 11 3x6 II 3x6 11 4x7 11 3x6 II 6x8= 6x6= 1 2 3 4 5 6 7 25 8 9 10 11 12 • • 1\I.N \1aim. 2,/' / '•'-"!'!'*.'• ''''''' -- 20 19 18 17 16 15 :ZA13 3x3 4x4- 5x5 -- 4x7 - 5x5= 4x4= 3x3- 4x7= 1.5x4 I! 5x5= 4x7= 3x3 11 19-3-12 1 1-4-0 I 2-8-0 1 3- 9.43.16-l2 12-7-12 1 13-10-12 l 16-6-4 18-2-4 18-[3[12 1 1-4-0 1-4 -0 1.1.4 0.1-8 8-9-0 1-3-0 2-7-8 1.8.0 0.1.8 1-0-0 Plate Offsets(X,Y)-- [9:0-3-0,Edgel,[10:0-3-0,0-0-01,[11:0-3-0,Edgel,[15:0-1-8,Edgel,[21:0-3-0,Edgel,[22:0-1-8,Edgel,[23:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. f DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.16 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.22 16-17 >775 360 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) -0.02 14 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:145 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:23-24,13-14. REACTIONS. All bearings 3-10-12 except(jt=length)14=0-5-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)23 except 24=-867(LC 4),22-458(LC 4) Max Gray All reactions 250 lb or less at joint(s)23,22 except 21=2695(LC 3),21=2693(LC 1),14=2794(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=0/870,12-13=0/983,1-2=0/719,2-3=0/1607,3-4=0/2646,4-5=0/1750,5-6=0/468, 6-7=-687/314,7-8=-1200/534,8-9=-1200/534,9-10=-215/826,10-11=-215/826, 11-12=0/1289 BOT CHORD 22-23=-719/0,21-22=-1607/0,20-21=-2646/0,19-20=-937/0,18-19=-251/311, 17-18=-397/1052,16-17=-826/215,15-16=-826/215,14-15=-1289/0 WEBS 4-21=-1253/0,11-14.963/0,4-20=0/1330,5-20=-1274/0,5-19=0/965,6-19=-924/31, 6-18=-98/586,7-18=-567/128,7-17=-206/272,11-15=0/1932,12-14=-2302/0, 1-23=-1137/0,2-23=-4/964,2-22=-1341/0,3-22=0/1425,3-21=-1737/0,10-15=-1090/0, 8-17=-977/0,9-17=0/1361 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)23 except(jt=lb) 24=867,22=458. 3)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131•X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Use Simpson Strong-Tie THA426(8-16d Girder,6.16d Truss)or equivalent at 11-11-0 from the left end to connect truss(es)to front face of top chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down and 235 lb up at 12-8-8 on top chord,and 967 lb down at 19-2-4 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Continued on Dane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/032015 BEFORE USE. peil Design valid for use only vAth MiTek€connectors.Itis design Is based only upon parameters shown,and is for an kdivid al budding component,not a truss system.Before use,the building designer must verity the applicabllty 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 M ilei' Is always required for stabelty and to prevent collapse with possible personal kllrey and property damage. For general guldasce regarding the East Blvd. fabrication,storage,delivery,erection andFL bracing of trusses and truss systems,seeANSt/1PI1 Qualty Criteria,DSB-89 and BCSI Building Component 6904 Tama.Parke Est Safely Information available horn truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Oty Ply Riverside Homes-Merriman Resd-JB • 1933453 J160431 5 F09 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:18 2016 Page 2 I D:vSaiOZvCdjaOmzhnYBDGjeyn__8Z-W eCk2MZ_nI GtNJUJcmChpUZRzFdOjgmz294s4Sykx1 V LOAD CASE(S) Standard Uniform Loads(plf) Vert:13-24=-10,1-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=-192(F)25=-287(F) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-12-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=-192(F)25=-287(F) 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-11=-100,11-12=-20 Concentrated Loads(lb) Vert:13=-967(F)12=-795 8=-192(F)25=-287(F) 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4=-20,4-12=-100 Concentrated Loads(Ib) Veil:13=-967(F)12=-795 8=-192(F)25=-287(F) 5)3rd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:13-24=-10,1-4=-100,4-11=-20,11-12=100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=-272(F)25=-367(F) 6)4th Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=10,1-4=-20,4-11=-100,11-12=-20 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=-192(F)25=-287(F) 7)5th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-11=-100,11-12=-20 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=-192(F)25=-287(F) 8)6th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4=-20,4-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=-192(F)25=-287(F) 9)7th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4=-100,4-11=-20,11-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=-272(F)25=-367(F) 10)8th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4=-20,4-11=-100,11-12=-20 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=-192(F)25=-287(F) 11) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-10-100,10-11=-20,11-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=-192(F)25=-287(F) 12)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4=-100,4-9=-20,9-11=-100,11-12=-20 Concentrated Loads(lb) Vert:13=-967(F)12=-795 8=-272(F)25=-367(F) 13)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-10=-100,10-11=-20,11-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=-192(F)25=-287(F) 14)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4=-100,4-9=-20,9-11=-100,11-12=-20 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=-272(F)25=-367(F) 15)Reversal:Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=235(F)25=-86(F) 16)Reversal:Dead:Lumber Increase=1.00,Plate Increase=1.00 Continued on nage 3 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/032015 BEFORE USE. Design valid for use only with Mllek&connectors.This design is based only upon parameters shown.and Is form individual balding component,not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly hcrrpxrale this design Into the overall bulking design. Racing Indicated Is to prevent buckling of lndMdual truss web and/or chord members only. Additional temporary and permanent Ira ckxt I MuTek• Is always regrired for stability and to prevent collapse with possble personal injury and properly damage. 1 or general guidance regarding the 6904 Parke East BNd. fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualify Criteria,DSB-89 and BCSI Building Component Satiety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Wexaxi0a,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334535 J160431 F09 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:18 2016 Page 3 I D:vSalOZvCdja0mzhnYBDGjeyn_8Z-W eCk2MZ--nIGtNJUJcmChpUZRzFdOjgmz294s4Sykx1 V LOAD CASE(S) Standard Uniform Loads(pit) Vert:13-24=-10,1-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=235(F)25=-86(F) 17) Reversal:1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:13-24=-10,1-11=-100,11-12=-20 Concentrated Loads(Ib) Vert:13=-967(F)12.-795 8=235(F)25=-86(F) 18)Reversal:2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4=-20,4-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=235(F)25=-86(F) 19)Reversal:3rd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4=-100,4.11=-20,11-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=155(F)25=-86(F) 20) Reversal:4th Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13.24=-10,1-4.20,4-11=-100,11-12=-20 Concentrated Loads(Ib) Vert:13=-967(F)12.795 8=235(F)25=-86(F) 21)Reversal:5th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13.24=-10,1-11=-100,11-12=-20 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=235(F)25=-86(F) 22)Reversal:6th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4=-20,4-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=235(F)25=-86(F) 23)Reversal:7th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24.10,1-4=-100,4-11=-20,11-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=155(F)25=-86(F) 24) Reversal:8th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4=-20,4-11=-100,11-12=-20 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=235(F)25=-86(F) 25)Reversal:1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-10=-100,10-11=-20,11-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=235(F)25=-86(F) 26)Reversal:2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4.100,4-9=-20,9-11.100,11-12=-20 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=155(F)25=-86(F) 27)Reversal:3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-10=100,10-11=-20,11-12=-100 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=235(F)25=-86(F) 28)Reversal:4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-4=-100,4-9=-20,9-11=-100,11-12=-20 Concentrated Loads(Ib) Vert:13=-967(F)12=-795 8=155(F)25=-86(F) V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Md-7473 rev.1003/2015 BEFORE USE. rig Design valid for use only wilh Mileke connectors.Ibis design is bussed only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary crit permanent bracing MiTek' is always requited for stability and to prevent collapse with possible personal Wry and property damage. For general guidance reaming the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/iPl l Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. i Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB 1 T93345361 J160431' • F10 Floor 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:19 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-__rm6GhacYcOk?S3VATjwMi5dRfvySAt7HppQcvylod U 130 2-0-0 1 I I 1x-2 FO-I Scale:3/8'=1' i 4x7= 1.5x4 II 1.5x4 II 4x4= 4x7= 6x6= 1 2 3 4 5 6 7 8 9/1,10 4 .. 4. / \ _ ! / \ /\ / 19 18 17 16 15 14 13• 11 4x4= 4x4= 5x5= 6x6= 19.3.12 18-2.4 112 I 6-6-0 6-6-0 811.8.4 0.1-8 1-0-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,(9:03-O,Edge1 _ I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.24 15-16 >901 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) •0.28 15-16 >784 360 BCLL 0.0 Rep Stress Inch NO I WB 0.36 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 Matrix-SH _ Weight:111 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 6-0-0 oc bracing. REACTIONS. (lb/size) 20=876/0-4-12,12=3278/0-5-8 Max Gray 20=879(LC 3),12=3278(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-875/0,10-11=0/387,1-2=-688/0,2-3=-1650/0,3-4=-2247/0,4-5=-2247/0, 5-6=-2247/0,6-7=-1775/168,7-8=-890/538,8-9=0/1043,9-10=0/1346 BOT CHORD 18-19=0/1293,17-18=0/1998,16-17=0/2247,15-16=-17/2082,14-15=-330/1433, 13-14=-773/329,12-13=-1346/0 WEBS 9-12=-1196/0,1-19=0/1034,2-19=-960/0,2-18=0/566,3-18=-553/0,3-17=-99/560, 9-13=0/1284,8-13=-1227/0,8-14=0/895,7-14=-866/0,7-15=0/545,6-15=-491/0, 6-16=-12/619,5-16=-278/0,10-12=-2473/0,4-17=-308/47 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:11-20=-10,1-10=-100 Concentrated Loads(lb) Vert:11=-398 10=-1660 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-10=-100 Concentrated Loads(Ib) Vert:11=-398 10=-1660 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-9=-100,9-10=-20 Continued on vane 2 A WARNING-Verly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mlr-7473 rw.1GV3/2015 BEFORE USE. mil Design valid for use only with Mileku connectors.This design Is based only upon'ammeters shown.and Is for an IndMdual building component,not a truss system.Before use,itue building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required fon stability and to prevent collapse with possible personal InlurY and property damage. for general guidance regarding the 6904 Parke East Blvd.fab ricatkn,storage,delivery,erection and bracing of trusses and truss systems.se NSI/TP11 Quality Criteria,DSS-89 and SCSI Busing Component Safety Inlormailon 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-Merriman Resd-JB T9334536 J160431' • F10 Floor 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:19 2016 Page 2 I D:vSaiOZvCdja0mzhnYBDGjeyn_8Z-_rm6GhacYcOk?S3VATjwMi5dRfvySAt7HppOcvykx1 U LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:11=-398 10=-1660 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(Ib) Vert:11=-398 10=-1660 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:11=-398 10=-1660 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:11=-398 10=-1660 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-5=-100,5-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:11=-398 10=-1660 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:11-20=-10,1-4=-20,4-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:11=-398 10=-1660 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-5=-100,5-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:11=-398 10=-1660 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-4=-20,4-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:11=-398 10=-1660 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1411.7473 rev.1010312015 BEFORE USE —_ Design valid for use only with Milek®connectors.This design Ls based only upon parameters shown,and Is for an indMdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent budding of IndMdual truss web ani/or chord members only. Additional temporary and permanent bracing , MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and Inas systems.seeANSI/1PI1 Qualify Criteria.DSB-89 and SCSI Buldltrg Component 6904 Parke East Blvd. Safety Information avcilable frau Truss Plate InstItute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tanga,FL 33610 Job !Truss Truss Type [Oty Ply 1 Riverside Homes-Merriman Resd-JB T9334537 J160431 F11 FLOOR 11 n L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:20 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-S 1 KUT1 aEJvW adcehkBE9uveox2JIBaTGW TZz8Lykx1 T 1-3-0I 2.0.0 II 1-9-12 I 0.9-01 I Scale=1:32.4 6x6 6x6= THA426 6x6= 6x8= 6x6= 1 2 3 4 5 6 21 22 7 8 23 9 10 • \,7/N1::. 1]...7 / • • i ' % / / , — V -.. 7/\\\/1/. --717 MI a t O / 19 18 17 16 15 14 13 ��TTZZ 11 457 H I 4x7 H 6x6= 6x8= 6x6= 19-3-12 6-6-0 18-2-4 18,3-12 { 6-6-0 11-8-4 0-'1.8 1-0-0 Plate Offsets(X,Y)-- 15:0-3-0,0.0-01,19:0-3-0,Edgel,117:0-3-0,Edgel _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.12 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Verl(TL) -0.29 15-16 >740 360 BCLL 0.0 Rep Stress Ina NO WB 0.53 Horz(TL) 0.04 12 iVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:324 lb FT=20%F,11%E LUMBER- L 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.10(flat) except end verticals. WEBS 2x4 SP No.2(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0.0 oc bracing:12-13. REACTIONS. (lb/size) 20=1692/0-4-12,12=4476/0-5-8 Max Gray 20=1694(LC 3),12=4476(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1703/0,10-11=0/289,1-2=-1554/0,2-3=-3908/0,3-4=-6730/0,4-5=-6730/0, 5-6=-6730/0,6-7=-8341/0,7-8=-6292/0,8-9=-2077/0,9-10=0/618 BOT CHORD 18-19=0/2883,17-18=0/5151,16-17=0/6730,15-16=0/8409,14-15=0/8064,13-14=0/4550, 12-13=-618/0 WEBS 9-12=-3387/0,1-19=0/2232,2-19=-2009/0,2-18=0/1548,3-18=-1879/0,3-17=0/2498, 9-13=0/3774,8-13=-3740/0,8-14=0/2637,7-14=-2681/0,7-15=0/422,6-16=-2336/0, 5-16=0/807,10-12=-1071/0,4-17=-1123/0 NOTES- 1) Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)Load case(s)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent at 11-10-8 from the lett end to connect truss(es)to back face of top chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)398 lb down at 19-2-4 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-21=-100,7-21=-225,7-8=-408,8-10=-225 Concentrated Loads(Ib) Vert:11=-398(F)10=-625 22=-1421(B=-928)23=-208 Continued on Daae 2 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 119.7473 rev.1003/2015 BEFORE USE. i' Design valid for use only with Mieek&connectors.This design Is based only upon paranelers shown.and is for an Individual building component,not a truss system.Before use,the brildkng designer must verify the applicability of design parameters and properly kscorporate this design Into the overall Niel(' k• bulking design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Acidltlond temporary arxf permanent L raci ng Is always required to stability and to prevent collapse with possible personal Injury and property damage. For general gukia ce regarding the 6904 East Blvd. fabrication,storage.delivery,erection and bracing o1 trusses and truss systems,seeANSUFPI I Quality Criteria,DSS-89 and BCS!Building Component Tama.04 Parke East 0 Safety Information available horn Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Job Truss Truss Type l Qty Ply I Riverside Homes-Merriman Resd-JB T9334537 J160431. F11 FLOOR :1 2 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:20 2016 Page 2 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-S1 KUT1 aEJvW adcehkBE9uveox2Jl BaTGW TZz8Lykx1 T LOAD CASE(S) Standard 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-21=-100,7-21=-225,7-8=-408,8.10=-225 Concentrated Loads(Ib) Vert:11=-398(F)10=-625 22=-1421(B=-928)23=-208 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:11.20=-10,1-21=-100,7-21=-225,7-8=-408,8-9=-225,9-10=-145 Concentrated Loads(Ib) Vert:11=-398(F)10=-625 22=-1421(6=-928)23=-208 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1.21=-20,7-21=-145,7-8=-328,8-9=-145,9-10=-225 Concentrated Loads(Ib) Vert:11=-398(F)10=-625 22=-1466(B=-973)23=-208 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-21=-100,7-21=-225,7-8=-408,8-9=-225,9-10=-145 Concentrated Loads(Ib) Vert:11=-398(F)10=-625 22=-1421(6=-928)23=-208 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-21=-20,7-21=-145,7-8=-328,8-9=-145,9-10=-225 Concentrated Loads(lb) Vert:11=-398(F)10=-625 22=-1466(8=-973)23=-208 7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-5=-100,5-21=-20,7-21=-145,7-8=-328,8-9=-145,9-10=-225 Concentrated Loads(Ib) Vert:11=-398(F)10=-625 22=-1466(8=-973)23=-208 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-4=-20,4-21=-100,7-21=-225,7-8=-408,8-9=-225,9-10=-145 Concentrated Loads(Ib) Vert:11=-398(F)10=-625 22=-1421(B=-928)23=-208 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-5=-100,5-21=-20,7-21=-145,7-8=-328,8-9=-145,9-10=-225 Concentrated Loads(Ib) Vert:11=-398(F)10=-625 22=-1466(B=-973)23=-208 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-4=-20,4-21=-100,7-21=-225,7-8=-408,8-9=-225,9-10=-145 Concentrated Loads(Ib) Vert:11=-398(F)10=-625 22=-1421(B=-928)23=-208 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/031201S BEFORE USE. 12 ' Design valid for use only with Mllekb connectors.this design is txssed only upon parameters shown.and Is for an individual building component.not a truss system.Before roe,the txlidln 5 designer must verify the crpplicablity of design parameters and properly Incorporate tin s design into the overall txlding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adcfllonal temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal inks,/and property damage. For general grldcnce regarding the 6904 Parke East Blvd. krbrkxstk,n,storage,delivery,erection arid bracing of trusses and truss systems.soeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building ng ComponentEt 0 Safety information available horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.P.Parke Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB • I T9334538 J160431• F12 Floor 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:20 2016 Page 1 ID:vSalOZvCdjaOmzhnYBDGjeyn-.8Z-S1 KUT1 aEJvW adcehkBE9uvepo2lW BinGW TZz8Lykx1 T • 1-2-8 1 3x3 II 3x6= 2 Scale=1:11.3 ■ .- 0 AI EWA MU 'i••;i• .•.•.• ill....•.•ii t:::::::::::::::::::::::::::::::::::::$. •flip......❖O.JOJd :•:•:•:❖:•:1❖v....❖:❖:❖:'.• 3 3x6 - 3x3 II 0-3-0 1-8-8 i 0-3-0 1-5-8 LOADING(psi) I SPACING- 2-0-0 CSI. DEFL. In (loo) Udell Lid iPLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 1 Vert(LL) -0.02 3-4 >844 480 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.82 , Vert(TL) -0.05 3-4 >364 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:16 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 1-8-8 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. REACTIONS. (lb/size) 3=984/Mechanical,4=984/1-0-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-490/0,2-3=-490/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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)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) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-678(F=-668),1-2=-672 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:3-4=-678(F=-668),1-2=-672 Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/0312016 BEFORE USE. la Design valid for use only with Mltelvt connectors.This design Is based only upon parameters shown.and Is for an individual t sliding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of 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 Parke East BNd. fabrication.n.storage.delivery.erection and bracing of trusses and truss systems seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building ng Component Tampa.04 rk Et 0 Safety IMormalion available from Truss Plane Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. I. Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB 19334539' J160431. F13 Floor 10 1 1 Job Reference(optional) i Manning Building Supplies. Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:21 2016 Page 1 ID:vSalOZvCdjaOmzhnYBDGjeyn_8Z-wDushNbt4DeREmDulul0R7B_oSe6w6eQk71Wgnykx1S i 1-3-0F— 2-0-0 { 0.6.4i Scale=1:19.9 3x3= 3x3= 1.5x4 I I 1.5x4 I I 4x4= 3x6= 1 3x6= 2 3 4 5 6 7 • a • r • 04 .t e 1 0 • • / \ ,-6— • • 13 12 11 10 9 3x4= 3x3= 3x3- 4x4= 3x4= 3x3 I I 3x3 II 12-0-4 I F 12-0-4 Plate Offsets(X,Y)-- [10:0-1-8,Edge] __ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.12 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.19 11-12 >757 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 8 r/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH i Weight:70 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.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) 14=647/0.4-12,8=647/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-638/0,7-8=-627/0,1-2=-475/0,2-3=-1091/0,3-4=-1128/0,4-5=-1128/0,5-6=-1128/0,6-7=-462/0 BOT CHORD 12-13=0/901,11-12=0/1229,10-11=0/1128,9-10=0/919 WEBS 1-13=0/714,2-13=-676/0,2-12=0/302,7-9=0/694,6-9=-725/0,6-10=0/772,5-10=-573/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/032015 BEFORE USE. mit Design valid for use only with MItek?S connectors.This design B based only upon parameters shown,and is for an Individual building component.not a truss system.Before use.tlx:building designer must verify the appllcablIty of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing Indicated is to prevent buckling of Indiskfual truss web and/or chord members only. Additional temporary a bracing d permanent acing Is always requked far stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/TPI I Quality Criteria,DSB6904 -89 and BCSI Building Component Tampa,04 ParkeF33610t Safely Information avalable from Truss Plato Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Job Truss Truss Type Oty Ply Riverside Homes-Merriman Resd-JB T9334540, J160431 F14 Floor Supported Gable 1 1 Job Reference(optional Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:21 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-wDushNbt4DeREmDuf ulOR7B9VSgPw9jOk71 W gnykx1 S 01118 Scale=1:19.9 3x3 11 3x6— 2 3 4 5 6 7 8 9 10 • ••••:4•:❖iii:❖: :❖:•:i:0iii':•i'._O•::•: i+i•*::••ii:i ii&:•: i_i.'•�::*• :ii:•:•OO:::*iO•=:::%:::%%%%%::::::❖):•:•:::::::::i:iL•:•J.•*l:::k:;:::::::1::it :::::: 20 19 18 17 16 16 14 13 12 11 3x3- 3x3— 3x3 1 12-0-4 12-0-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 • Horz(TL) 0.00 15 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 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 12-0-4. (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 end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10931015 BEFORE USE Design valid for use only with Mllekt6 connectors.Ills design B based only upon parameters shown,and Is for an IrrdMAdu l txtNding component,not a taus system.Before use,the bulking designer must verity the applicability of design parameters and pros xxly incorporate Mks design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal hiury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delNery,erection and bracing of trusses and truss systems.seeANSI/TPII Quaity Criteria,DSS-89 and SCSI Budding Component Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tana.FL 33610 Job 'Truss Truss Type Oty Ply Riverside Homes-Merriman Resd-JB T9334541 J160431' A01 BOSTON HIP 1 1 Job Reference(optional) i Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:53 2016 Page 1 ID:vSaIOZvCdjaOmzhnYBDGjeyn_8Z-IrBHooFJgc6QtT4Vf0FgID0BhA3ONROIImW2hPykxt u 1-8-6 5-5-8 7-5-8 8-10-15 11-5-8 14-0-1 15-5-8 17-5-8 21-2-10 22-11-0 , 1-8-6 i 3-9-2 I 2-0-0 I 1-5-7 2-6-9 I 2-6-9 1-5-7 I 2-0-0 3-9.2 I 1-8-6 ' 5x5= Scale=1:46.6 Truss designed for wind loads in the plane of the truss only. 10 ---- (+)Top chord must be braced by end jacks, For studs exposed to wind(normal to the face),see 2x4 11 roof diaphragm,or properly connected Standard Industry Gable End Details as applicable, ipg I I purlins as shown. or consult qualified Building Designer as per ANSI/TPI 1. 43 44 2 8 2x4 'I r Idi 45 2x4 II 42 5 14 4x7= 5x5 5x5 41 46 4x7= n 6.00 12 3 • 13 15 17 3x4..----.2.:.., 1.5x4 i I 1.5x4 IIk,c ,x4�21.5x41 `� .5x4 I I � 1 ✓ 1 y - e � II 16 ! d i_i 23 32 33 34 22 35 36 37 21 38 39 20 40 �= 1.5x4 11 3x4= 5x8= 1.5x4 I 3x8 11 3x8 I! 8-10-15 14-0-1 22-11-0 II 8-10-15 i 5-1-3 I 8-10-15 Plate Offsets(X,Y)-- f1:Edge,0-0-01,13:0 5-4,0-2-01,[7:0-3.0,0-3-0],[17:0-5-4,0-2-0],[19:Edge,0-0-01,[21:0-4-0,0-3-01 LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.12 21-22 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.26 21-22 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.24 Horz(TL) 0.08 19 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:172 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. 4-10,10-16:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):9,11,7,15 WEBS 2x4 SP No.2 OTHERS 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=1275/0-3-8,19=1275/0-3-8 Max Horz 1=134(LC 7) Max Uplift 1=-469(LC 8),19=-469(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1774/697,17-19.1774/697,8-10=-267/144,3-4=-2248/938,4-6=-2080/964, 6-7=-2080/964,7-9=-2028/922,9-11=-2028/922,11-13=-2028/922,13-15=-2029/923, 15-16=-2029/923,16-17=-2236/926,10-12=-276/148,14-16.279/109 BOT CHORD 1-23=-529/1405,22-23=-529/1410,21-22=-867/2248,20-21=-513/1410,19-20=-514/1404 WEBS 3-22=-407/963,7-22=-286/199,13.21=-278/184,17-21=-393/950 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=24it;eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and tight 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.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=469,19=469. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)277 lb down and 249 lb up at 3-8-0,77 lb down and 83 lb up at 5-10-14,77 lb down and 84 lb up at 7-10-14,77 lb down and 84 lb up at 9-10-14,77 lb down and 75 lb up at 11-5-8,77 lb down and 84 lb up at 13-0-2,77 lb down and 84 lb up at 15-0-2,and 77 lb down and 83 lb up at 17-0-2, and 277 lb down and 249 lb up at 19-3-0 on top chord,and 43 lb down and 21 lb up at 3-5-14,79 lb down and 37 lb up at 3-10-2, 34 lb down and 16 lb up at 5-10-14,34 lb down and 16 lb up at 7-10-14,34 lb down and 16 lb up at 9-10-14,34 lb down and 16 lb up at 11-5-8,34 lb down and 16 lb up at 13-0.2,34 lb down and 16 lb up at 15-0-2,34 lb down and 16 lb up at 17-0-2,and 79 lb down and 37 lb up at 19-0-2,and 43 lb down and 21 lb up at 19-5-2 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). Continued on Daae 9 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITE/REFERANCE PAGE MM-7473 rev.10/03/2016 BEFORE USE. mit Design valid for use only with Milek®connectors.This design Is based only upon parameters shown.and is for an Individual building component.not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incxxpwate this design Into the overall Wilding design. (tracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal kiluxy and property damage. for general guidance regarding the East BNd. E 04 fabk:atkxt,skion xage.delivery.erectand bracing of trusses and hues systems,seeANSt/1PI1 Giddily Criteria,DSB-89 and BCSI Building Component 69 904 P.Parke E st0 Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty I Ply Riverside Homes-Merriman Resd-JB T9334541 J160431� A01 BOSTON HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:53 2016 Page 2 I D:vSaiOZvCdjaOmzhnYBDGjeyn_8Z-IrBHooFJgc6QtT4VfOFg1 D0BhA3QN ROI lm W 2hPykx 1 u LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert 24-28=-20,1-3=-54,17-19=-54,4-10=-54,3-4=-54,16-17=-54,10-16=-54 Concentrated Loads(Ib) Vert:3=-124(F)17=-124(F)10=-34(F)23=-62(F)20=-62(F)32=-33(F)33=-26(F)34=-26(F)35=-26(F)36=-26(F)37=-26(F)38=-26(F)39=-26(F)40=-33(F) 41=-34(F)42=-34(F)43=-34(F)44=-34(F)45=-34(F)46=34(F) we A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MI1.7473 rev.10/13/2015 BEFORE USE Design valid for use only with Mllekt) parameters this design Is based only upon pameters shown.and is for an hdWldral building component,not NI a truss system.Before use,the bulking designer must verify the applicability of design parameters and property hcorporate this design Into the overall balding 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 Inlusy and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Qualify Criteria.05849 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 j Truss Truss Type Qty Ply I Riverside Homes-Merriman Resd-JB T9334542 1 J160431. I A02 Common 1 1 IJob Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:53 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-IrBHooFJgc6QtT4Vf0FglD0JgA7fNR511mW2hPykxl u 5-10-8 11-5-8 17-0-8 22-11-0 5-10-8 j 5-7-0 5-7-0 I 5-10-8 5x5= Scale=1:49.4 4 8.00 FE 19 20 1.5x4 \\ 1.5x4// 3 5 • 21 3x4�i 18 3x4 O 21 "*,0 4.,6 7 e T. 9 22 23 8 5x5= 3x4= 3x8 I'. 3x8 II 7-8-13 15.2.3I 22-11-0 i 7-8-13 I 7-5-5 7-8-13 Plate Offsets(X,Y)-- 11:Edge,0-0-0),17:Edge,0-0-01,19:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.27 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH i Weight:121 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 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=848/0-5-8,7=848/0-5-8 Max Horz 1=-152(LC 10) Max Uplift 1=-165(LC 12),7=-165(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1101/296,3-4=-1010/353,4-5=-1010/353,5-7=-1101/296 BOT CHORD 1-9=-165/940,8-9=-36/638,7-8=-165/864 WEBS 4-8=-136/485,5-8=-275/183,4-9=-136/485,3-9=-275/183 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=45lt;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-5-8,Exterior(2)11-5-8 to 14-5-8 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,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 Ot=lb) 1=165,7=165. __ Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTFEK REFERANCE PAGE 1.111.7473 rev.10032015 BEFORE USE. Design valid for use only with Wake 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 verity the apxlaawlty of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndNldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with posstle personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of tosses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inrormallon 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-Merriman Resd-JB 19334543 J160431' A03 COMMON GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:55 2016 Page 1 ID:vSalOZvCdjaOmzhnYBDGjeyn8Z-hDJ1 DUHZCEM87mEumRHIOe6dcznzrBibm4?8mlykxl S 4-0-3 7-8-13 11-5-8 15.2.3 18-10-13 22-11-0 4-0-3 i 3-8-11 I 3-8-11 I 3-8-11 3-8-11 4-0-3 4x4= Scale=1:51.9 5 r 3x8 i 3x8•: 8.00[71-2- 4 12 6 4�, • 3x5 i 3x5 7 3 ¢ 1 3x4*. 3x4�� 2 8 ill 1Td .:�L:�11 �u_m�ul 1 11111k.C% 9Id 14 13 12 11 24 25 10 26 '' 27 4x7 I 2x4 II 6x6= 8x8= HTU26 6x6= 2x4 I HTU26 Hx7 HTU26 HTU26 HTU26 4-0-3 7-8-13 11-5-8 15-2-3 18.10-13l 22-11-0 l 4-0-3 i 3-8-11 I 3.8.11 I 3.8-11 3-8-11 4-0-3 Plate Offsets(X,Y)-- [11:0-3-0,0-4-81,112:0-4-0,0-4-81,113:0-3-0.0-4-81 LOADING(psf) SPACING- 2-0-0 I CSI. I DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.09 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.19 11-12 >999 180 BCLL 0.0 ` Rep Stress lncr NO WB 0.85 I Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 _ Matrix-MSH 1 I Weight:336 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. BOT CHORD 2x6 SP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2`Except' 6-12.4-12:2x4 SP No.1D SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=2251/0-5-8,9=4535/0-5-8 Max Horz 1=-152(LC 23) Max Uplift 1=-444(LC 8),9=-812(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3243/664,3-4=-3304/707,4-5=-3258/743,5-6=-3259/743,6-7=-5146/1059, 7-9=-5771/1086 BOT CHORD 1-14=-494/2632,13-14=-494/2632,12-13=-471/2723,11-12=-765/4264,10-11=-841/4715, 9-10=-841/4715 WEBS 5-12=-744/3356,6-12=-2894/614,6-11.601/3256,7-11=-671/99,7-10=-47/794, 4-12=-374/256 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 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;Vutt=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45it L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 1=444,9=812. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss)or equivalent at 14-0-12 from the left end to connect truss(es) to back face of bottom chord. 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 16-0-12 from the left end to 22-0-12 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. Continued on'Daae 9 � I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mp-7473 rev.1010311015 BEFORE USE. pa Design valid for use only with tdllektr connectors.Ibis design is based only upon parameters shown,and Is for cfr Individual balding component,not a truss system.Before use,the bilking designer must verify the applicability of design teeters and properly Incorporate this design Into the overall M iTek' bulling design. (tracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal irltxy and property damage. For general guidance regarding the East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSt/TPI1 QuaNy Criteria,DSS-S96904FL and SCSI BuNding Component Tampa.04 Parke Et 0 Safely Information available from Truss Plate Institute.218 N.Lee Sheet.San Suite 312.Alexdda.VA 22314. Job Truss Truss Type Qty Ply ' Riverside Homes-Merriman Resd-JB • T9334543 1J160431' A03 COMMON GIRDER 1 _ 2 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:55 2016 Page 2 I D:vSalOZvCdjaomzhnYBDGjeyn_8Z-hDJ 1 DUHZC EM87mEumRH IOe6dcznzrBlbm4?8mlykxl s LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Verl:1-5=-54,5-9=-54,15-19=-20 Concentrated Loads(Ib) Veil:23=-2509(B)24=-645(B)25=-645(B)26=-645(B)27=-647(B) • I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MP 7473 rev.101032015 BEFORE USE. 111111 Design valid for use only with MilekB connectors.This design Is based only upon parameters shown,and Is lor an Individual buldirng component,not a truss system.Before use,the Wiring designer must verily the opplicabilty of design parameters and properly Incorporate this design Into the overall buidng design. Brackhg 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 inpry and properly damage. for general guidance regardng the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IP11 Quality Criteria,DSB-89 and SCSI Building component 6904 Parke East Blvd. Safety Information avWable from Truss Plate Institute,218 N.lee Street.Stile 312,Alexandria VA 22314. Tampa.FL 33610 Job I Truss :Truss Type Ory Ply Riverside Homes-Merriman Resd-JB T9334544 J160431 001 COMMON 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 6.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:55 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn8Z-hDJ1DUHZCEM87mEumRHIOe6e6zgfrlmbm4?8mlykxis i 5-10-8 11-5-8 14-0-0 5-10-8 1 5-7-0 I 2-6-8 I 6x6= Scale=1:49.5 4 til2: I 5 I B.00 12 13 1.5x4 \\ 3 M dr 12 `O Aiii 3x4!i 2 ci. ill isl 7 14 15 6 3x4= 3x4= 3x8 II 7-8.13i 14-0-0 7-8-13 6-3-3 Plate Offsets(X,Y)-- (1:Edge,0-0-0) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.15 7-10 >999 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.25 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 WEBS 1 Row at midpt 4-6 REACTIONS. (lb/size) 1=513/0-5-8,6=513/Mechanical Max Horz 1=256(LC 11) Max Uplift 1=-91(LC 12),6=-109(LC 12) Max Gray 1=513(LC 1),6=570(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-516/191,3-4=-503/252 BOT CHORD 1-7.297/565 WEBS 3-7=-323/209,4-7.174/518,4-6=-525/276 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=25it;B=45if L=24ft;eave=4lt;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0.0 to 11-5-8,Exterior(2)11-5-8 to 13-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 6=109. A WARNING-Verily design paremefsrs and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AIN-7473 rev.10/03/2016 BEFORE USE Design valid for use only with Mlleke connectors.This design is based only upon parameters shown.and is for an Individual building component.not , a Suss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall biking 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 intury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems-seeANSf/1PI1 Quality Criteria,DSB-89 and BCSI Butding Component 6904 Parke East Blvd. Safety Information available from Suss Plate instItute.218 N.lee Street.Suite 312,Alexandrla VA 22314. , Tampa.FL 33610 Job Truss Truss Type I Qty 1 Ply I Riverside Homes-Merriman Resd-JB T9334545 J160431. C01 MONOPITCH GIRDER 1 I . 1 Job Reference joptionat) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:56 2016 Page 1 ID:vSalOZvCdjaOmzhnYBDGjeyn_8Z-9PtPRgIBzXU__kwp4K8oXwrel W N4IaeTk_kkilkykxl r 5.9-8 I 11-3-8 17-1-0 5-9-8 5-6-0 5-9-8 2x4 I I Scale=1:49.4 4 4.00 FIT 6x6 3 I0 3x4% \ 2 5x5 i \ 'IIIIIIIIIIIIIA"- ON OD ilIMIIIIIMIIIJII •lII MAIN IU IEMiii• 9 107 II 12 6 13 14 15 5 8 5x10 MT2OHS II HTU26 6x6= HTU26 HTU26 8x6--= HT026 6x6= HTU26HTU26 HTU26 HTU26 5-9-8 11-3-8 17-1-0 5-9-8 5-6-0 5-9-8 Plate Offsets(X,Y)-- (6:0-3-8.0-4-81,(7:0-2-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.08 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 . BC 0.92 Vert(TL) -0.17 7-8 >999 180 MT2OHS 187/143 BCLL 0.0 ' I Rep Stress Ina NO WB 0.86 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH _ Weight:125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, BOT CHORD 2x6 SP No.1 D except end verticals. WEBS 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2x4 SP No.1D WEBS 1 Row at midpt 4-5 OTHERS 2x4 SP No.2 T-Brace: 2x4 SP No.2-3-5 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 8=2529/Mechanical,5=2655/Mechanical Max Horz 8=272(LC 5) Max Uplift 8=-557(LC 8),5=-607(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-27461632,2-3=-1959/482,1-8=-2025/465 BOT CHORD 7-8=-273/170,6-7=-656/2561,5-6=-455/1816 WEBS 2-7=-202/560,2-6=-941/253,3-6=-491/2212,3-5=-2647/647,1-7=-556/2656 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=241t;eave-4f1;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)All plates are MT20 plates unless otherwise indicated. 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 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=557,5=607. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 1-9-12 from the left end to 15-9-12 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,5-8=-20 Continued on Daae 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9(11.7473 rev.100032015 BEFORE USE mill• Design valid for use only with MITeIr connectors.This design Is based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer must verify the applk:abilty of design parameters and properly incorporate this design Into the overall bdidtng 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 properly damage. for general guidance regadng the fabrication,storage,delvery,erection and bracing of trusses and truss systema seeANSI/IP11 Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Abexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334545 J160431 COI MONOPITCH GIRDER i 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:56 2016 Page 2 ID:vSalOZvCdjaomrtmYBDGjeyn_8Z-9PtPRgI BzXU_kwp4K8oXwrelW N4laeTk_kkilkykx1 r LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-493(B)9=-493(B)1O=-493(B)11=-493(B)12=-493(B)13=-493(B)14=-493(B)15=-493(B) 0 WARNING-Verily design pararst ra and READ NOTES ON THIS AND INCLUDED mIEK REFERANCE PAGE Mr1-7473 rev.IGU3/2015 BEFORE USE Ceske)valid for use only with Mltele®connectors.this design G based only upon parameters shown.and is tor an IndWlduai txtidirxg component.not Nu" a inns system.Before use,the building designer must verity the appllcobllty of design parameters and property incorporate tits design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing M iTe k Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of Busses and truss systems.seANSI/1P11 Craig Cdt.rla,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd Safely Informaton available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexatdlo.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 1 Riverside Homes-Merriman Resd-JB T9334546 J160431. CO2 ROOF TRUSS 4 1 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:57 2016 Page 1 IDvSalOZvCdjaOmzhnYBDGjeyn_8Z-dcRoeAJpkrcrM4NGusKmT3BwYnPMJByuDOUFgAykx1 q 4.9.8 14-9-8 17-1-0 4-9-8 10-0-0 I 2-3-8 34 I Scale=1:47.0 6x6 4 3 r 4.00 12 10 to 2x4 I I Iii 2 y 9 � 4x4% � ;"s II e 7 6 5 2x4 I I 3x4= 3x10 I I 4x4= 4-9.8I 14-9-8 I 17-1-0 4-9-8 10-0-0 2-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.26 6-7 >783 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.58 6-7 >349 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.46 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MSH , Attic -0.15 6-7 804 360 Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.1 D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (lb/size) 5=680/Mechanical,8=665/Mechanical Max Horz 8=269(LC 9) Max Uplift 5=-96(LC 12),8=-85(LC 12) Max Gray 5=795(LC 20),8=713(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-610/70,2-3=-555/155,4-5=-186/433,1-8.593/108 BOT CHORD 7-8=-400/345,6-7=-204/515,5.6=-204/515 WEBS 1-7=-42/546,3-5=-1804/470,3-6=-34/1005 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25f1;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 16-11-4 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)Bottom chord live load(20.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.6-7 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,8. 7)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE 6111-7473 rev.10N3/2015 BEFORE USE. Design valid for use only with welts connectors.mils design Is based only upon parameters shown.and Is for m k dMckxi building component.not . a truss system.Before use.the building designer must verify the applicdblity 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 bxcic:ing MiTek• Is always required for stability and to prevent collapse with pile personal Injury and property damage. For general guidance regar<Arxt the fabrication storage,delivery.erection and b raring of trusses and tris systems,seeANSI/TP11 Quality Criteria,05849 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334547 I J160431 CO3 MONOPITCH 3 1 Job Reference ioptional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:58 2016 Page 1 ID:vSalOZvCdjaOmzhnYBDGjeyn._8Z-5o?AsWJRV9ki_EyTRZr??Gk9hBvE2e51 S2DpMcykxl p 6-2-14 12-2-4 I 17-5-6 23.0.0 6-2-14 5-11-6 5-3-2 5-6-10 3x4 I Scale=1:47.1 6 ad 4.00 i 3x4 16 5 3x4 4 • 5x5% hr 3 .44iooiiillIl let 3x4% 15 I 2 � 1 r 1E21 Ii110 9� 8 7 3x6 II 3x6 I' 3x4= 5x5= 3x5 II 6-2-14 12-2-4 17-5-6 23-0-0 6-2-14 5-11-6 I 5-3-2 I 5-6-10 l Plate Offsets(X,Y)-- 11:0-3-12,0-1-13),13:0.2-8.0-3-01,18:0-2-8.0-3.01 LOADING (psf) ( SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.07 7-8 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.46 Horz(TL) 0.01 7 n/a n/a ' BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 1-8:2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing:8-9. SLIDER Lett 2x4 SP No.2 2-0-0 WEBS 1 Row at midpt 6-7,5-7 REACTIONS. (lb/size) 7=352/Mechanical,1=413/0-5-8,9=926/0-5-8 Max Horz 1=277(LC 11) Max Uplift 7=-94(LC 9),1=-82(LC 12),9=-159(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-576/214 BOT CHORD 1-10=-367/541,9-10=-368/536 WEBS 3-9=-650/199,4-9=-560/133,4-8=-1/294 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24f1;eave=4f1;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 22-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 beating plate capable of withstanding 100 lb uplift at joint(s)7,1 except(jt=lb) 9=159. l A WARNING-Vollly design paramorae and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IG)03/2015 BEFORE USE lin Design valid for use only with MItekr.connectors.this design s txised only upon parameters shown,and is for an ixdlNduai building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall T,� balding design. Brach()indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary aid permanent bracing MiTek' is always required for stability and to prevent coilapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 l- - Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB , T9334548 J160431 C04 MONOPITCH 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:58 2016 Page 1 I D:vSalOZvCdjaOmzhnYBDGjeyn__8Z-5o?AsW JRV9ki_EyTRZr??Gk7aBkb2g?1 S2DpMcykxl p 6.2-14 { 12-2-4 I 17-5-6 23-0-0 6-2-14 5-11-6 5-3-2 5-6-10 3x4 I I Scale=1:49.4 6 4.00 12 3x4 Cl. 5 3x4 ill 4 5X5 3 :i 3x42:---, <: 1 r : A a, a111rlIIIIIIIIIIIIIIIIIIIIIIIIII1Ur1tlltitititit�r1M11111�Ibrlllllllllllllllllllllllllll�dr 11 15 16 17 =. 10 18 19 20 8 97 3x6 I!NAILED NAILED NAILED I! NAILED NAILED 3x4— 5x5— 3x5= NAILED 6-2-14 12-2-417.5.6 i 23-0-0 6-2-14 5-11-6 5-3-2 5-6-10 Plate Offsets(X,Y)-- [1:0-3-12,0-1-131,[3:0.2-8,0-3-01,[8:0-2-8,0-3-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.10 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.23 9-10 >626 180 BCLL 0.0 " Rep Stress Ina NO WB 0.34 Horz(TL) 0.02 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-6 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 1-8:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-7,3-9 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 7=169/Mechanical,1=707/0-5-8,9=1913/0-5-8 Max Horz 1=277(LC 7) Max Uplift 7=-188(LC 18),1=-27(LC 8) Max Gray 7=298(LC 15),1=707(LC 1),9=1913(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1161/26,3-4=-16/516 BOT CHORD 1-10=-114/1102,9-10=-120/1068,8-9=-466/0 WEBS 3-10=0/866,3-9=-1645/0,4-9=-823/83,4-8=0/571,5-8=-327/2 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=24ft;eave=4lt;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 100 lb uplift at joint(s)1 except(jt=lb) 7=188. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-54,7-11=-20 Concentrated Loads(Ib) Vert:15=-15(F)16=-157(F)17=-231(F)18=-231(F)19=-231(F)20=-231(F) Q WARNING-Verily design parumfers and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE M11.7473 rev.1003/2015 BEFORE USE. in• Design valid for use only with MIIeidi 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 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 aid pxrrmai nt bracing MITek' is always required for stability and to prevent collapse with possible personal irlitay and property danage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN61/1PI I Quality Criteria.DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safely Information avc lable from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply I Riverside Homes-Merriman Resd-JB T9334549 J160431� C05 Half Hip 1 1 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:56:59 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-Z_ZY3sK3FStZcOXf?GMEYUGGvb5in82Ahh2Mv3ykxl o 4-11-15 9-8-6 111-0.8 l 4-11-15 { 4-8-7 1-4-2 4x4-. 4x4 = Scale:1/4'=1' 4.0012 3 4 :MIR3x4 2 9 . 8 It. ! 1.5x4 II 1 1 v ri ' ' I 2 10 11 7 6 5 3x5= 3x4 I 6x8----- 9-8-6 9-8-6 11.0.8 9-8-6 l 1-4-2 l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.24 6-7 >531 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.94 , Vert(TL) -0.57 6-7 >226 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 I Weight:95 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 2-2-0 oc bracing. REACTIONS. (lb/size) 5=398/Mechanical,7=398/0.3.8 Max Horz 7=256(LC 9) Max Uplift 5=-144(LC 9),7=75(LC 8) Max Gray 5=426(LC 17),7=431(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-686/204 BOT CHORD 6-7=-293/308 WEBS 2-6=-211/264,4-6=-264/693,2-7=-287/186 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psF h=2511;B=45ft;L=2411;eave=411;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 9-8-6,Exterior(2)9-8-6 to 10-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) 5=144. WARNING•Verily design paramotan and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. id Design valid for use only with MITek®connectors.Ibis design Is based only upon parameters shown.and Is for an Individual holding component.not a truss system.Before use,the building designer must verify the(rpplicablity of design parameters and properly incorporate this design Into the overall bulking design. Bracing indicated is to prevent buckling of Individual tr ss web and/or chord members only.Additional temporary and permanent bracing Wel( k( Is always required for stability and to prevent collapse with possible personal hkxy and property damage. For general guidance regarding the fabrication.storage.dellvery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. — Tempa.FL 33610 Job Truss Truss Type !Qty Ply Riverside Homes-Mernman Resd-JB • T9334550 J160431� C06 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:00 2016 Page 1 I D:vSatOZvCdjaOmzhnYBDGjeyn_8Z-1 B6wGCLiOm?QDY6rZ_tT5hpW E_VHW bhKVLivRVykx1 n 4-6-2 8.8.11 11.0-8 4-6-2 l 4-2-10 i 2-3-13 4x4 800 12 Scale=1:44.5 4.00 irw 3 :� 3x6 3x4 9 4 2 1.5x4 II 1 lip/r r. n ,dty_, 8 to 11 6 7 5 3x4= 3x8= 1.5x4 II I 8.8-11 1 11-0-8 8-8-11 2-3-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.14 6-7 >905 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.34 6-7 >375 180 BCLL 0.0 * Rep Stress!nor YES WB 0.27 Horz(TL) 0.00 5 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:89 Ib 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 6-0-0 oc bracing. REACTIONS. (lb/size) 5=398/MechanIcal,7=398/0-3-8 Max Horz 7=222(LC 11) Max Uplift 5=-82(LC 12),7.77(LC 8) Max Gray 5=399(LC 17),7=412(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-468/209 BOT CHORD 6-7=-235/268 WEBS 2-7=-295/190,4-6=-192/389 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.Ops1;h=25ft;B=45ft;L=24ft;eave=411;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-8-11,Exterior(2) 8-8-11 to 10-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,7. 0 WARNING-Verity assign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mar-7473 rev.1003/2015 BEFORE USE. igl Design valid for use only with MiTek®connectors.Bis design Is based only upon parameters shown,and Is for an In dMNdulal building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate thks.design Into the overall MiTek buldding design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with posstle personal him and properly darrrage. For general guidance regarding the East Blvd.e fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Tampa,6904 Parke Est 0 Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Job Truss Truss Type Qty Ply I Riverside Homes-Merriman Resd-JB T9334551 J160431� C07 Roof Special 1 1 I Job Reference(optionalL Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:00 2016 Page 1 I D:vSaIOZvCdjaOmzhnYBDGjeyn_BZ-1 B6wGCLiOm?QDY6rZ_tT5hpUV_Q7W X8KvLivRVykx1 n 4.6-2 8.8.11 13-4-10 18-4-0 4-6-2 { 4-2-10 I 4-7-14 • 4-11-6 4x4 Scale=1:44.5 4.00 r.7 3 .63x4 10 2 911 8.00 12 1.5x4 I I 1 4x4 4 F .i 12 2x4 II 5 ICI ic. 13 i4 8 7 6 3x4= 3x8= 3x5= 8.8-1118.4.0 i 8-8-11 9-7-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.18 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.46 6-7 >471 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.02 6 n/a ria BCDL 10.0 Code FBC2014/TPI2007 • Matrix-MSH Weight:115 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 2-2-0 oc bracing. REACTIONS. (lb/size) 8=668/0-3-8,6=668/Mechanical Max Horz 8=-183(LC 10) Max Uplift 8=-133(LC 12),6.127(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-505/214,3-4=-606/229 BOT CHORD 7-8=-70/403,6-7=-154/566 WEBS 3-7=-76/289,2-8=-612/222,4-6=-577/173 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3.1-12,Interior(1)3-1-12 to 8-8-11,Exterior(2) 8-8-11 to 11-8-11 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 8=133,6=127. f 0 WARNING-VerHy deelyn parameters and READ NOTES ON THIS AND INCLUDEDMREK REFERANCE PAGE MB-747?raw.10/0312015 BEFORE USE. tiltI, Design valid for use only with Mlteksr connectors.This design Is bused only upon parameters shown.and Is for an individual bulding component,not a truss system.Before use,the building designer must verify the applicabilty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual ividua truss web and/or chord members only. Additional tempxxary and permanent bracing Mirek � is always requked for stability and to prevent collapse with possible personal Inluy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSt/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. I Safety information available from Truss Plate institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type (My Ply Riverside Homes-Merriman Resd-JB T9334552 J160431 D01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:01 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-W NgIUYMKn47Hrhh27hOidvMIh07?F6hT8?STzxykx1m 7-2-8 14.5.0 I 7-2-8 I 7-2-8 5x5= Scale=1:29.9 4 r, 2x4 I I 2x4 11 8.00 I 5 si V aro II 6 2x4 I I • 2 P 7 1 w ll■1 R' r Y y �' r — 3x4 i 12 11 10 9 8 3x4 1.5x4 II 1.5x4 1.5x4 I 1.5x4 'I 1.5x4 14-5-0 I 14-5-0 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - rVa 999 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 14-5-0. (Ib)- Max Horz 1=88(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,7,11,12,9,8 Max Gray All reactions 250 lb or less at joint(s)1,7,10,11,12,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45it L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-7-3 to 3-7-3,Exterior(2)3-7-3 to 7-2-8,Comer(3)7-2-8 to 10-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7,11,12,9,8. a WARNING-Vitrify design Parameters and READ NOTES ON TOS AND INCLUDED NITER REFERANCE PAGE ANI-7473 row.10032016 BEFORE USE. n Design void for use only with Mlleke connectors.fill design is based only upon parameters shown,and Is tor an Individual txlding component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek* building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Parke East BNd. Trus fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPlt Quality Criteria.DSB- Balding139 and BCStBalding Compone6904 nt 1 6904 Nuke E3s Safety Information available from s Plate knslttute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. __ __ I Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB • 79334553 J160431. E01 ROOF SPECIAL SUPPORT 1 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:03 2016 Page 1 I D:fwUUsC71UCnODgn4Vrl210z0VpF-Smo3VDNaJhN?4?rQE6QAIKR4fCgij?VmbJxZ2gyk01 k 3.0.12 5-0-12 7.0.12.9-0-12,11.0.12 16-5-4 32-10-8 I 3-0-12 12.0-0 12-0.0 ' 2-0-0 ' 2-0.0 I 5-4-8 I 16-5-4 5x5= Scale=1:72.8 14 13- 5 i : 8.00 12 11 I I 16 5x5= r 8 17 5 16 111 4 19 3 I "�, 20 2 26 24 ••\eo \ -` 27 3x4= 23 21 cab I 'idilli i 28 4 1 1.5x4 ll 1.5x4 111.5x4 I 22 0 3x4 36 35 34 33 32 30 29 5.00 12 1.5x4 I 1.5x4 I 3x4 1.5x4 I 1.5x4 11.5x4 1.5x4 1.5x4 I 5x5= 1.5x4 I 3x4 3-0-12 ,5-0-12 7-0-12 9-0-12,11-0-12. 14-5-0 23-5-0 l 32-10-8 3-0-12 ' 2-0-0 12.0.0 i 2-0-0 ' 2.0-0 ' 3-4-4 I 9-0-0 9-5-8 Plate Offsets(X,Y)-- 130:0-2-8,0-1-11 LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - rVa 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 21 rola n/a BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-SH Weight:251 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing:30-31,24-25,22-23. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-14-29,13-30 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):12,9 REACTIONS. All bearings 32-10-8. (Ib)- Max Horz 1=-218(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,21,25,30,28,27,26,24,23, 22,36,35,33,32 except 31_163(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,21,25,29,30,28,27,26,24, 23,36,35,34,33,32 except 22=274(LC 18),31=293(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=33it eave=2fh Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-7-3 to 3-10-11,Exterior(2)3-10-11 to 16-5-4,Comer(3) 16-5-4 to 19-8-11 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 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Solid blocking is required on both sides of the truss at joint(s),31. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,21,25,30,28, 27,26,24,23,22,36,35,33,32 except(jt=lb)31=163. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)21,25,29,28,27,26,24,23,22. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE 1411.7473 rev.10/03/2015 BEFORE USE mill. Design valid for use only with NUTekS connectors.This design k bused oNy upon parameters shown,and is for an IndMdrial building component.not a truss system.Before use,the 1xildng designer must verify the opplicablity of design parameters and properly Incorporate this design Into the overall MiTek' tailing design. Bracing indicated is to prevent buckling of individual ktruss web and/or chord members only.Additional tempary and permanent bracing is always required for stability and to prevent collapse with possible personal missy and property damage. for general guidance regarding the East Blvd. an fabrication,m,storage,delivery,erectionand bracing of trusses and tr ss systems,seeANSI/TPI l Quality Criteria,058-89 and BCSI Building Component 690469 P.Parke Be33610 Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexdria,VA 22314. ___-_ Job I Truss Truss Type I Oty Ply I Riverside Homes-Merriman Resd-JB T9334554 J160431 1E02 ROOF SPECIAL4 1 1 i IJob Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:04 2016 Page 1 ID:fwUUsC71UcnODgn4Vr1210z0VpF-wyMR6Z0C4?Vsi9OcogyPFX_43csgSKkwgzg7aGykxij 7.4-4 14-5-0 16-5-4 , 23-5-0 28-2-12 32-10-8 7.4-4 I 7-0-12 12.0-4 ' 6.11.12 I 4-9-12 I 4-7-12 5x5= Scale=1:69.4 5 1.5x4 II n 4 22 If 23 8.00 I12 1.5x4 ii e 3x5;i 3 1.5x4 24 21 10 4x4 3x4�i2 6x8= 8 d, 1 25 12 11 5.00 5x8= 12 3x6 II 1.5x4 I I 4x10 II 7-4.4i 14-2-4 14/5.0 23-5-0 23-8-12 32-10-8 7-4-4 6-10-0 0.2-12 9-0-0 04.12 9-3-12 Plate Offsets(X,Y)-- 19:0-4-13,0-2-41,(11:0-5-12,0-2.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.24 10-11 >922 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.62 10-11 >357 180 BCLL 0.0 ' Rep Stress Incl YES WB 0.58 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:197 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, Except: WEBS 2x4 SP No.2 10-0-0 oc bracing:9-10. SLIDER Left 2x4 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 WEBS 1 Row at midpt 3-11,4-11,5-11 REACTIONS. (lb/size) 1=222/0-5-8,9=440/0-3-8,11=1771/0-5-8 Max Horz 1—228(LC 10) Max Uplift 1=-69(LC 22),9=-95(LC 12),11=-324(LC 12) Max Gray 1=409(LC 21),9=440(LC 1),11=1771(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-315/307,3-4=0/597,4-5=0/550,5-6=-622/284,6-7=-508/107,7-9=-852/264 BOT CHORD 1-12=-221/259,11-12=-221/259,10-11=-420/235,9-10=-168/752 WEBS 3-12=0/315,3-11=-615/231,4-11=-287/180,5-11=-972/43,5-10.227/945, 6-10=-404/260,7-10=-353/211 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=33ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-3-7,Interior(1)3-3-7 to 16-5-4,Exterior(2)16-5-4 to 19-8-11 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Bearing at joint(s)9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9 except Qt=lb) 11=324. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10,M3/2015 BEFORE USE. tiff , Design valid for use only with MilektO connectors.this design Is hosed only Mors parameters shown.and Is for an individual building component.not a Buss system.Before tee,the building designer must verity the a pplicoblity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent heckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the East BlvSoftlyfaabricati n,storage,delivery,erection and bracing of trusses and truss systems-seeANSUtPl 1 Quality Crltarla,DSB-89 and BCSI Building ComponeParke6904 nt 6Et 0 Softly Information available horn Buss Plate Wsstttute-218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.. Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB 1 • • T9334555 J160431 E03 ROOF SPECIAL 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:04 2016 Page 1 I D:fwUUsC71UcnODgn4Vr1210z0VpF-wyMR6ZOC4?Vsi9QcogyPFX._48csmSL_wgzg7aGykx1 j 7-4-4 14-5-0 16-5-4 , 23-5-0 27-8-8 32-3-8 7-4-4 i 7-0-12 + 2.0.4 ' 6.11-12 1 4-3-8 4-7-0 5x5= Scale=1:69.5 5 1.5x4 II 4 22 filooliii ,23 6.00 FiT 1.5x4 I I 3x5 3 1.5x4= 7 ^1611 ' 24 21 10 4x4�� 3x4*2 8 0 6x6- io 1a� , `d t`g d �;= b 25 t2 11 5.00 ITi 5x6= 5x10 II 3x6 11.5x4 11 7.4.4l 14-2-4 14,5-0 23-5-0 l 27-8-8 I 32-3-8 7-4-4 6-10-0 0.2=12 9.0.0 4-3-8 4-7-0 Plate Offsets(X,Y)-- [11:0-5-12,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.24 10-11 >887 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 1 Vert(TL) -0.62 10-11 >344 180 BCLL 0.0 * 1 Rep Stress Incr YES WB 0.57 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 I Code FBC2014/TP12007 I Matrix-MSH _ Weight:193 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, Except: WEBS 2x4 SP No.2 10-0-0 oc bracing:9-10. SLIDER Left 2x4 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 WEBS 1 Row at midpt 3-11,4-11,5-11 REACTIONS. (lb/size) 1=231/0-5-8,9=418/Mechanical,11=1741/0-5-8 Max Horz 1=-224(LC 10) Max Uplift 1=-61(LC 12),9=-95(LC 12),11=-311(LC 12) Max Gray 1=411(LC 21),9=418(LC 1),11=1741(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-321/291,3-4=0/581,4-5=0/533,5-6=-616/298,6-7=-451/129,7-9=-717/242 BOT CHORD 1-12=-208/262,11-12=-208/262,10.11=-396/213,9-10=-147/618 I WEBS 3-12=0/315,3-11=-614/230,4-11=-287/179,5-11=-945/38,5-10=-236/900, 6-10=-392/250 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;8=45ft;L=32f1;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-12,Interior(1)3-2-12 to 16-5-4,Exterior(2)16-5-4 to 19-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9 except(jt=lb) 11=311. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AG-7073 rev.10/03/2015 BEFORE USE. NI Design valid for use only with Milele=n connectors.This design Is based only upon parameters shown,arnd Is for an Individual bolding component,not a Inns system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of Individual Inns 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 Irby damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and huts systems,seeANSI/TPll Qualty Crttarla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available hom Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. _ _ — Tampa,FL 33610 Job Truss Truss Type I Oty Ply Riverside Homes-Merriman Resd-JB T9334556 J160431 1E04 ROOF SPECIAL I 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:05 2016 Page 1 ID:fwUUsC71UcnODgn4Vr1210z0VpF-OBwpKvPgrldjKJ?pMXTeo1 W Fu?C?Bo133dCig6jykxl i 7-4-4 14-5-0 16-5-4 , 23-5-0 i 27-8-8 32-3-8 7-4-4 7-0.12 2-0.4 6-11-12 4-3-8 4-7-0 5x5= Scale=1:69.9 5 1.5x4 II e 4 > 224i7 1.5x4= 7 1.1eimmeeelli., 24 All 10 4x4�� qq3x8 b 6x6= �,. 1;7' � c 6 I 6 Icb 25 12 11 5.00 FIT 5x8= 5x10 !I 3x6 I 1.5x4 I 7.4.4 14-2-4 144-0 23-5-0 27-8-8i 32-3-8 7-4-4 6.10.0 0.2.12 9-0.0 43.8 4-7-0 Plate Offsets(X,Y)-- 111:0-5-12,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.24 10-11 >887 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.62 10-11 >344 180 BCLL 0.0 * 1— Rep Stress Ind YES WB 0.56 Horz(TL) 0.09 9 rVa n/a BCDL 10.0 Code FBC2014/TP12007_ Matrix-MSH Weight:193 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, Except: WEBS 2x4 SP No.2 10-0-0 oc bracing:9-10. SLIDER Left 2x4 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 WEBS 1 Row at midpt 3-11,4-11,5-11 REACTIONS. (lb/size) 1=231/0-5-8,9=417/Mechanical,11=1741/0-5-8 Max Horz 1=-223(LC 10) Max Uplift 1=-61(LC 12),9=-95(LC 12),11=-310(LC 12) Max Gray 1=411(LC 21),9=417(LC 1),11=1741(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-321/292,3-4=0/582,4-5=0/530,5.6=-614/306,6-7=-451/131,7-9=-716/242 BOT CHORD 1-12=-208/262,11-12=-208/262,10-11=-396/212,9-10=-147/618 WEBS 3-12=0/315,3-11=-614/230,4-11=-289/191,5-11=-938/49,5-10=-246/898, 6-10=-389/258 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=32ft;eave=4f1;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-2-12,Interior(1)3-2-12 to 16-5-4,Exterior(2)16-5-4 to 21-0-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9 except(jtab) 11=310. 1 � I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS-7473 rev.1W03/2015 BEFORE USE. Nth Design valid tor use only with MllelrS 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 verity the applicability of design parameters and properly incorporate tin design Into the overall bulking design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse will passtle personal Injury and property damage. For general guidance regarding the East Blvd. rm fatxtcatkn.storage,delivery,erection and bracing of trusses and truss systems.seeANSl/lPIl Quality Criteria,DSB-89 and BCSI Building Component 690469 P.Parke E s10 Safety Infoallon avclatle from Truss Ptate Institute.218 N.Lee Street,Suite 312.Alexandrlo.VA 22314. Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334557 J160431} E05 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:06 2016 Page 1 ID:vSaIOZvCdja0mzhnYBDGjeyn_8Z-sLUBXFQSccIaxTZ?vF_tKy3PgPYTwG7CIH9Ef9ykxl h 7-3-12l 14-4-0 I 18-6-8 I 23-5-0 27-8-8 32-3-8 • 7-3-12 7-0-4 4-2-8 4-10-8 4-3-8 4-7-0 • 5x5= 5x5= Scale=1:62.4 4 5 23 1.5x4 II 8.00 12 22 6 3x5* 3 a, \ Ihillihih.. 1.5x4= o 7 ���= 24 21 10 �� 3x4�i 2 1 / 6x8 71111111111111111111iNto::x4 9• �,,, .. M�� a 1 25 a 12 "i1 5.00 12 5x10 II X11 1.5x4II 6x8 7-3.12I 14-2-4 14;5.0 23-5-0 I 32-3-8 7-3-12 6-10-8 0.2.12 9-0-0 8-10-8 Plate Offsets(X,Y)-- [4:0-2.8,0-1-13],[5:0-2-8,0-1-13],[11:0-4-0,0-2-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.24 10-11 >896 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.62 10-11 >349 180 BCLL 0.0 * Rep Stress lncr YES WB 0.46 Horz(TL) 0.08 9 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:188 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, Except: WEBS 2x4 SP No.2 10-0-0 oc bracing:9-10. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-11,4-11,5-11 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. 1 REACTIONS. (lb/size) 1=220/0-5-8,9=408/Mechanical,11=1762/0-5-8 Max Horz 1=-195(LC 10) Max Uplift 1=-75(LC 22),9=-95(LC 12),11=-311(LC 12) Max Gray 1=398(LC 21),9=408(LC 1),11=1762(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-303/315,3-4=0/605,4-5=0/448,5-6=-522/264,6-7=-413/121,7-9=-708/250 BOT CHORD 10-11=-316/181,9-10=-157/615 WEBS 3-12=0/315,3-11=-625/243,4-11=-568/145,5-11=-703/146,5-10=-194/771, 6-10=-312/215,7-10=-296/194 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.Opsi;h=25tt;B=45ft;L=32ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0103-2-12,Interior(1)3-2-12 to 14-4-0,Exterior(2)14-4-0 to 18-6-8,Interior(1)23-1-5 to 32-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9 except(jt=lb) 11=311. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verify design perermfas and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE AO-7473 rev.10/03/2015 BEFORE USE. Design valid tor use only with Mlleki9 connectors.Ills design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the bulking designer must vedfy the applicability of design parameters and properly Incorporate this design into the overall , Mit building design. Bracing indicated Is to prevent buckling of to dMdud truss web and/or chord members only. Additional temporary and permanent bracing I MiTek* Is always required fa stability and to prevent coiapse with possible personal injury and properly damage. For general guidance regarding the j fabtk:atkxr.storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPI l Qualify Criteria.058-89 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 j Job Truss Truss Type Qty 'Ply Riverside Homes-Merriman Resd-JB T9334558 J160431. • E06 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:07 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-KX2ZkbQ5NwtRZc8BTyV6tAcekpuEeioM W xvnBbykxl g 6-3.12I 12-4-0 , 14.5.0 I 20-6-8 23-5-0 27-9-13 32-3-8 6-3-12 6-0-4 ' 2.1.0 6-1-8 2-10-8 4-4-13 4-5-11 Scale=1:57.8 5x5= 1.5x4 11 5x5= 4 5 24 25 26 6 ° i. 1.5x4 II / 7 villill 8.00 12 27 1.5x4 II 23 , 3 1.5x4= rn 8 0 ��'\' 28 22 11 4x4 3x4�i I g c> 2 ` �_ 1 I �� d 1 \ , 140, qq 4 IZ a 13 29 30 -12 5.00 12 5x10 I 3x6 II 3x4= 5x8= 6-3-12 I 14.2-4 14r1-0 23.5.0 23¢-12 32-3-8 6-3-12 7-10-8 0-2-12 9-0-0 0-{'•12 8-8-12 Plate Offsets(X,Y)-- (4:0-2-8,0-1-13],(6:0.2-8,0-1-13],(12:0-5-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.23 11-12 >938 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 j BC 0.64 Vert(TL) -0.59 11-12 >367 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.06 10 Na rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:196 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, Except: WEBS 2x4 SP No.2 10-0-0 oc bracing:10-11. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-12,5-12,6-12 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=191/0-5-8,10=385/Mechanical,12=1814/0-5-8 Max Horz 1=-168(LC 10) Max Uplift 1=-88(LC 22),10=-86(LC 12),12=329(LC 12) Max Gray 1=352(LC 21),10=388(LC 22),12=1814(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-273/299,3-4=-378/273,4-5=0/532,5-6=0/537,6-7=-388/187,7-8=-355/75, 8-10=-662/233 BOT CHORD 12-13=-424/182,10-11=-145/580 WEBS 3-13=-408/266,4-13=-284/776,4-12=-694/192,5-12=-338/157,6-12=-762/144, 6-11=-129/636,8-11=-342/219 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.0psf;h=25ft;B=45ft;L=32ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-12,Interior(1)3-2-12 to 12-4-0,Exterior(2)12-4-0 to 25-1-5,Interior(1)25-1-5 to 32-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,10 except (jt=lb)12=329. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARN140-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1167473 rev.10.03/2015 BEFORE USE. Nth Design valid for use only with Mltekb connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the balking designer must verily the appllcablity of design parameters and properly Incorporate this design into the overall MiTek" building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temora py and permanent bracing Is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Parke EastBlvd. Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.P. Parka Job Truss Truss Type Oty Ply Riverside Homes•Merriman Resd-JB 79334559 J160431 E07 HQ 1 1 Job Reference(optional) Manning Building Supplies.JacksonviNe.FL Run:8.010 s May 28 2016 Print.8.010 5 Jun 25 2016 MiTek Industries.Inc. Tue Aug 23 16:12:36 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-OhS_8F93c..IN8gAjSe3eF4aLRlxepg55BzRRIFykwp9 5-3-12 10-4-0 14-5-0 18-5-12 22-6-8 27-3-4 32-3-8 5-3-12 I 5.0.4 ' 4.1.0 I 4.0.12 4.0.12 4.8.12 5-0-4 Scale=1:57.4 5x5= 1.5x4 II 6x6= 4 23 5 24 25 26 6 27 8.00 12 \ / 1.5x4 I 1.5x4 3 22 7 • 28 3x4* 21 10 4x4‹.-- 2 � 2 \ 6x8= 8 v� I 1' y / 1� R `` or b td. :'I 12 29 30 '=11 5.00 12 4x10 II 3x6 II 3x4= 5x8= 5-3-12 _ 14-2-4 14r 0 18-5-12 I 23-5-0 I 32-3-8 _� 5-3-12 I 8-10-8 0-2. 2 4.0-12 4-11-4 8-10-8 Plate Offsets(X,Y)— ]4:0-2-8,0-1-13],[6:0-3-12,0-2-0].[11:0-5-4,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.30 11-12 >574 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 077 Vert(TL) -0.56 10-11 >383 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.06 9 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-11,6-11 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 (0.13150)nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=188/0-5-8,9=383/Mechanical,11=1819/0-5-8 Max Horz 1=-140(LC 10) Max Uplift 1=-69(LC 22),9=88(LC 12),11=-327(LC 12) Max Gray 1=320(LC 21),9=389(LC 22),11=1819(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-288/194,3-22=-362/193,4-22=-349/217,4-23=-12/615,5-23=-12/615, 5-24=-16/623,24-25=-16/623,25-26=-16/623,6-26=-16/623,6-27=-340/89, 7-27=-343/66,7-28=-556/236,8-28=-649/219,8-9=-430/0 BOT CHORD 12-29=-354/144,29-30=-354/144,11-30=-354/144,9-10=-142/565 WEBS 3-12=-335/234,4-12=-233/708,4-11=-694/177,5-11=-430/206,6-11=-961/164, 6-10=0/573,7-10=-368/236 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;BCOL=3.Opsf;h=25ft;B=45ft;L=3211;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-12,Interior(1)3-2-12 to 10-4-0,Exterior(2)10-4-0 to 27-1-5,Interior(1)27-1-5 to 32-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 1,88 lb uplift at joint 9 and 327 lb uplift at joint 11. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE 1411.7473 rev.1603/2015 BEFORE USE . Design valid for use only wIlh Woke connectors.this design Is txne d only upon parameters shown.and Is for an Individual building component not a truss system.Before use,the bilking designer must verify the applicability of design parameters and properly incorporate this design into the overall Niel('design. Bracing indicated Is to prevent buckling of kndMdual truss web and/or chord members only.Additional temporary and permanent bracing is always required for staWINy and to prevent collapse with posst>te personal hjy and property damage. For general guidance regarding the EastBBlvd.fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSt/TPI 6904 Parke I Quality Criteria.DSB-89 and SCSI Building Component 6904 P.FE Safety Information avaiable from buss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. 1 Job Truss Truss Type ,Qty Ply Riverside Homes-Merriman Resd-JB 79334560: J160431• , E08 H4 '1 1 Job Reference(optional) Manning Building Supplies.Jacksonville,FL Run:8.010 s May 28 2016 Print:8.010 s Jun 25 2016 MiTek Industries.Inc. Tue Aug 23 16:13:09 2016 Page 1 I D:vSaIOZvCdjaOmzhnYBDGjeyn_8Z-x2yT3XYmr7SibkB3u39N51 R3W bDu2hdykcxhyrykwoe 4-3-12 8.4.0 14-5-0 19-5-12 24-6-8 32-3-8 4-3-12 4-0-4 I 6-1-0 I 5-0-12 5.0.12 7-9-0 Scale=1:56.8 4x4= 3x4= 4x7= 3x4= 4 24 25 5 626 7 R cz [] iiir 8.00 12 1.5x4 ►7 27 22 11 4x4 4 3x4 i 10 g 0 2 6�c6 t 1.5x4 II 4�` 9 044 dj 8 .a �0 0 i Id r 13 ti 5.0071 5.00112 4x10 II 3x8= 5x5= 3x8 II 8.4.0 l 14-2-4 141.5-0 23-5-0 24.6.8} 32-3-8 l 8-4-0 5-10-4 0-22 9.0.0 '1.1.8 7-9-0 Plate Offsets(X,Y)-- 11:Edge,0-0-01,[7:0-5-4,0-2.01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.24 11-12 >877 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.62 11-12 >347 180 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 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 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=327/0-5-8,9=495/Mechanical,12=1567/0-5-8 Max Horz 1=-112(LC 10) Max Uplift 1=-140(LC 12),9=-158(LC 12),12=202(LC 9) Max Gray 1=327(LC 1),9=500(LC 22),12=1567(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-590/0,2-22=-396/248,22-23=-380/254,3-23=-380/256,3-4=-300/235, 4-24=-270/228,24-25=-270/228,5-25=-270/228,5-6=-8/487,6-26=-771/418, 7-26=-771/418,7-27=-793/406,8-27=-887/385,8-9=-354/310 BOT CHORD 1-13=-160/305,12-13=-467/60,10-11=-231/711,9-10=-257/734 WEBS 5-13=-78/708,5-12=-841/205,6-12=-806/236,6-11=-107/696 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.0pst;h=25ft;B=45ft;L=32ft;eave=41t;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-12,Interior(1)3-2-12 to 8-4-0,Exterior(2)8-4-0 to 29-1-5,Interior(1)29-1-5 to 32-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 140 lb uplift at joint 1,158 lb uplift at joint 9 and 202 lb uplift at joint 12. i 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED BRTEK REFERANCE PAGE AW-7473 rev.1003/201S BEFORE USE mg Design valid for use only with MllekSa connectors.Iris design Is based only upon parameters shown,and is for an Individual bidding component,not a truss system.Before use,the building designer must verity the applicabllty or design pcxarneters and properly hcorixxate this design into the overall 170k, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary andM permanent bracing iT Is always required(or stability and to prevent collapse with possble personal krhay and property damage. For general guidance regarding the 6904 Parke fabrication,storage.delivery.erection and bracing o1 trusses and truss systems.seeANSI/TPI l QualityEast Blvd. ty Criteria,DSB-89 and SCSI Building ComponentEt 0 Safely information avalable from oTruss Plate institute,218 N.Lee Street.Suite 312-Alexcandda.VA 22314. Tampa.P-Parke Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334561 J160431 E09 Half Hip Girder '1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:10 2016 Page 1 I D:vSaIOZvCdjaOmzhnYBDGjeyn_8Z-16ji NcTzgrF?Q4tm842pUoDA50rirxgoCv7Rowykxl d 7-0-0 10-7-8 14-1-4 I 204.0 26-1-0 I 32-3-8 I 7-0-0 3-7-8 3-5-12 6-0-12 5-11-0 6-2-8 Scale=1:55.0 4x7= 1.5x4 I 4x4= 3x4= 5x5- 2x4 II 3 18 4 19 5 206 21 7 8 8.00 12 MI # EI $ 3x4�i 2 1 � e Li ,-./\/ _ WI =' 2213 23 24 12 25 °71 26 27 10 28 29 9 1.5x4 I 4x10= 5x5= 3x4 3x4= 3x8 II 7-0-0 10-7-8 14-1-4 I 23-1-8 32-3-8 j 7-0-0 3.7.8 3.5.12 9.0-4 9-2-0 Plate Offsets(X,Y)-- 11:Edge,0-0-01,13:0-5-4,0-2-01,[7:0-2-8,0-3-0L 111:0-2-4,0.3-4] _ LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Vdefl Ud j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.40 9-10 >536 180 BCLL 0.0 * Rep Stress Incr NO WB 0.99 1 Horz(TL) 0.04 1 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 WEBS T-Brace: 1x4 SPF Stud-6-11 Fasten(1 X) T and I braces to narrow edge of web with 8d (0.113"x2.5")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=923/0-5-8,9=546/Mechanical,11=2257/0-3-8 Max Horz 1=177(LC 7) Max Uplift 1=-325(LC 8),9=-279(LC 22),11=-717(LC 5) Max Gray 1=923(LC 1),9=699(LC 13),11=2345(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1101/489,3-4=-489/310,4-5=-489/310,5-6=-322/537,6-7=-691/392 BOT CHORD 1-13=-420/914,12-13.422/929,11-12=-493/347,10-11=-434/666,9-10=-318/605 WEBS 3-13=-96/568,3-12=-767/292,4-12=-438/262,5-12=-579/1483,5-11=-1569/607, 6-11=-896/216,6-10=-26/346,7-9=-749/367 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=45tt;L=32ft;eave=4f;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,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=325,9=279,11=717. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)541 lb down and 402 lb up at 7-0-0,121 lb down and 115 lb up at 9-2-14,and 121 lb down and 115 lb up at 10-6-14,and 116 lb down and 115 lb up at 12-6-14 on top chord,and 260 lb down and 125 lb up at 6-9-14,87 lb down and 24 lb up at 7-2-14,87 lb down and 24 lb up at 9-2-14,and 87 lb down and 24 lb up at 10-6-14,and 87 lb down and 24 lb up at 12-6-14 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued on nacre 2 0 WARNING-WrrIfy deaden parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rot/.10193/1015 BEFORE USE. ' Design valid for use only with Mltekt connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building ing designer must verity the atpplicabIlty of design parameters and properly Incorporate this design Into the over ll IIII Ibuilding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Milek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the� val6904 Parke East Blvd. Ictr cation.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Bulding ComponentEst 0 Safety Information aktble horn truss Plate institute.218 N.Lee Street.Suite 312.AlexdntlrWTampa.P.FL.VA 22314. Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB I T9334561 J160431 E09 Half Hip Girder 1 1 II Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:10 2016 Page 2 I D:vSalOZvCdja0mzhnYBDGjeyn_8Z-16jiNcTzgrF?Q41m842pUoDA50rirxgoCv7Rowykxl d LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-8=-54,9-14=-20 Concentrated Loads(Ib) Vert:3=-470(B)13=-69(B)12=-69(B)4=-114(B)18=-114(B)19=-114(B)23—260(B)24=-69(B)25=69(B) 1 I A WARNWG-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mr1EK REFERANCE PAGE Mr1.7473 rev.10/0312015 BEFORE USE. 11111' Design valid for use only v1th Mitek O 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 verity the a ppllcabliry of design parameters and properly Incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal Injury and property damage. For general guldace regarding the EastBlvd.fabricati n.storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPI 1 Quality Cdlorla,OSB-119 Building6904 9 and BCSI Component 6904 P.ParkeFL E Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. i Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB i T9334562 J16043? GO1 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:22 2016 Page 1 IDvSalOZvCdjaOmzhnYBDGjeyn_8Z-OOSEujcVrXmiswo4rcGd_KjCgs_SfXeZzn24DDykx1 R 5-0-0 8-5-8 11-11-0 1 i 5-0-0 I 3-5-8 I 3-5-8 Scale=1:20.0 Special NAILED 2.50 Fil NAILED 1.5x4 II NAILED 4x4= 4x7= 3 13 4 14 15 5 1 3x4:Ls 2 WI a — - 16 17 AI AI 19 185x4 II NAILED 4x10= N18 NAILED 3 . NAILED 6 3x6 II Special 1.5x4 II 5-0-0 8.5-8 { 11-11.0 5-0-0 I 3-5-8 3-5-8 Plate Offsets(X,Y)-- 11:0-3-8,Edgel,13:0-5-4,0-2-01 LOADING(psf) SPACING- 2-0-0 ( CSI. DEFL. in (Ioc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.16 7-8 >896 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=750/0-3-8,6=889/0-3-8 Max Horz 1=49(LC 7) Max Uplift 1=-237(LC 4),6=288(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1927/638,3-4=-1519/511,4-5=-1519/511,5-6=-805/288 BOT CHORD 1-8=-606/1857,7-8=-605/1875 WEBS 3-8=0/274,3-7=-387/163,4-7=-335/170,5-7=-524/1599 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=24ft;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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 237 lb uplift at joint 1 and 288 lb uplift at joint 6. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)250 lb down and 278 lb up at 5-0-0 on top chord,and 111 lb down and 47 lb up at 5-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,6-9=-20 Concentrated Loads(Ib) Vert:3=-250(B)8=-110(B)13=-66(B)14=-66(B)15=-79(B)16=-65(B)17=-43(B)18=-43(B)19=-47(B) mi 0 WARNING-Verify design paramotara and READ NOTES ON THIS AND INCLUDED M1 EK REFERANCE PAGE M0-7073 rev.10/03/2015 BEFORE USE -• Design valid for use only with Mllek%connectors.Ills design B based only upon parameters shown,and Is lot an individual building g cornporrent,not a truss system.Before use,the bukii g designer must verify the appIIcablity of design parameters and properly krcotporate this design into the overall btlldkrg design. Brachg 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 guIda ce regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANS1/1P1l Quality Criteria.DSB489 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute,218 N.Lee Street.StAte 312.Alexandria-VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334563 J160431 G02 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:23 2016 Page 1 I DvSalOZvCdja0mzhnYBDGjeyn_8Z-sc?d53d7cqu9U4NGPJnsW YGQbGPvO_NjCQndlgykxl Q 7-0-0 11-11-0 I7-0-0 1 4-11-0 Scale=1:20.0 5x12= 1.5x4 II 2.5051 3 12 13 4 3x4 11 • 2 c\ IMO 11 - r I g. 1 s 1.5x4 1 3x611 3x4-=-- 7-0-0 7.0.0 11-11-0 II 7.0-0 I 4-11-0 Plate Offsets(X,Y)-- [1:0-2-4,0-3-41,[3:0-6.0,0-2.41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.12 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 1 rVa n/a BCDL 10.0 Code FBC2014/fPI2007 Matrix-MSH Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. SLIDER Lett 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=435/0-3-8,5=435/0-3-8 Max Horz 1=64(LC 11) Max Uplift 1=-122(LC 8),5=-134(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-774/273 BOT CHORD 1-6=-327/746,5-6=-326/758 WEBS 3-6=0/251,3-5=-779/312 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411;eave=4lt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-0-0,Exterior(2)7-0-0 to 11-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 122 lb uplift at joint 1 and 134 lb uplift at joint 5. t f 0 WARNING-Verify design param.fwa and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. !lilt Design valid for use only with MilekI connectors.this design is based only upon parameters shown.and is los an Individual building component,not a truss system.Before use,the Lading designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing ng indicated is to prevent buckling of individual teas web and/or chord members only. Additlordtl temporary and permanent bracing MiTek• Is always requked for stability arid to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tnases and truss systems,seeANSI/TPI1 Quality CrHerIa.DSB-89 and SCSI Bulding 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-Merriman Resd-JB • T9334564 J160431e H01 .BOSTON HIP 1 1 j Job Reference-(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:25 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-p?7NW IeN8S8ijNWfXkgKbzLie31 ZswE?fkGkgvykxl O 1-4-6I 9-4-4 17-4-2 18-8-8 1-4-6 7-11-14 7-11-14 1-4-6 5x5= Scale=1:40.2 Truss designed for wind loads in the plane of the truss only. ----- (+)Top chord must be braced by end jacks, For studs exposed to wind(normal to the lace),see 7 roof diaphragm,or properly connected Standard Industry Gable End Details as applicable, 2x4 II purlins as shown. or consult qualified Building Designer as per ANSI/Mil. 35 • 102x4 II 5 � r 5x5 i ' 3s 4x7= 34 II : sxs 8.00 i 3 4 124x7= • 4x42 111110111111 4x4,� 13 co ev4 c. 1 ♦� `, 146 y y1' erI . 2617 27 28 29 16 30 31 32 1533 3x10 I•. 1.5x4 II 3x8= 1.5x4 11 3x10 .1 9-4-4 18-8-8 9.4.4 9-4-4 Plate Offsets(X,Y)-- [3:0-5-4,0-2-0],[12:0.5-4,0.2-0],[14:Edge,0-0-01,[14:0-0-0,0-0-0] — 1 LOADING(psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.09 15-16 >999 240 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.18 15-16 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.24 Horz(TL) 0.05 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH 1 Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-10.0 oc purlins. 4-7,7-11:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-8 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):8,6,9 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=950/0-3-8,14=950/0-3-8 Max Horz 1=-106(LC 6) Max Uplift 1=-396(LC 8),14=-396(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1208/548,12-14=-1208/548,3-4=-15561751,4-6=-1460/768,6-8=-1460/768, 8.9=-1460/768,9-11=-1460/768,11-12=-1556/751 BOT CHORD 1-17=-410/930,16-17=-410/935,15-16=-389/932,14-15=-390/928 WEBS 7-8=-270/181,3-16=-332/695,8-16=-402/276,12-16=-332/695 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=lolmph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 396 lb uplift at joint 1 and 396 lb uplift at joint 14. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)178 lb down and 168 lb up at 3-4-0,69 lb down and 71 lb up at 3-11-3,73 lb down and 82 lb up at 5-11-3,73 lb down and 82 lb up at 7-11-3,73 lb down and 73 lb up at 9-4-4,73 lb down and 82 lb up at 10-9-5,73 lb down and 82 lb up at 12-9-5,and 69 lb down and 71 lb up at 14-9-5,and 178 lb down and 168 lb up at 15-4-8 on top chord,and 40 lb down and 21 lb up at 3-1.14,42 lb down and 21 lb up at 3-6.2,32 lb down and 16 lb up at 3-11-3,32 lb down and 16 lb up at 5-11-3,32 lb down and 16 lb up at 7-11-3,32 lb down and 16 lb up at 9-4-4,32 lb down and 16 lb up at 10-9-5,32 lb down and 16 lb up at 12-9-5,32 lb down and 16 lb up at 14-9-5,and 42 lb down and 21 lb up at 15-2-6,and 40 lb down and 21 lb up at 15-6-10 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). iontinupd on nage 2 V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERANCE PAGE M8.7473 rev.10/032015 BEFORE USE. Mt an individual ot a truss� system.sIgn valid Before use Ste Lxilal designer muor use only with Mileklo connectors. st verify the applicabilityn Is t of desigonly upon n ixxameters and treters shown,and lsoperly incorporate building fink de. component,t ent, er rico 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 MiWek" Is always required for stabttty and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabrlcatbrt storage.delivery,erection and bracing 01 tnuses and truss systems.seeANSVTPI I Quality Crtteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avatable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB • T9334564 J160431• H01 BOSTON HIP 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:67:25 2016 Page 2 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-p?7NWIeNBS8tjNWfXkgKbzLie31ZswE?fkGkgVylo lO LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:18-22=-20,1-3=-54,12-14=-54,4-7=-54,3-4=-54,11-12.54,7-11=-54 Concentrated Loads(Ib) Vert:3=-65(F)12=-65(F)7=-25(F)17=-25(F)15=-25(F)16=-17(F)26=-22(F)27=-17(F)28=-17(F)29=-17(F)30=-17(F)31=-17(F)32=-17(F)33=-22(F)34=-25(F) 35=-25(F)36=-25(F)37=-25(F)38=-25(F)39=-25(F) 1I l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE Mrf-7473 rev.10/03,7015 BEFORE USE. mit Design valid for use only with Milekn connectors.Ns design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the oppli at AIfy of design parameters and properly i cogorate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and tars systems,seeANSI/WPht Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type City Ply Riverside Homes-Merriman Resd-JB T9334565 J160431 H02 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:25 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-p?7N W IeN8S81jN W IXkgKbzLpK3-Msxx?fkGkgYykxl O 4-9-14 9-4-413-10-10 18-8-8 4-9-14 4-6-6 4-6-6 i 4-9-14 4x4= Scale=1:42.8 4 In 8.00,12 19 18 1.5x4* 1.5x4.i 3 5 17 2°4x4 i 4x4* 2X 6 7 4 1 , 11: '- II 0 n 8 .r 3x10 II 3x8= 3x10 II 9-4-4 18-8-8 9-4-4 9-4-4 Plate Offsets(X,Y)-- 15:0-0-0,0-0-01,17:0-0-0,0-0-01,17:Edpe,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 I Vert(LL) -0.10 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 i Vert(TL) -0.25 8-11 >908 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.13 I Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH 1 Weight:98 lb FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 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,Right 2x6 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=692/0-3-0,7=692/0-3-0 Max Horz 1.124(LC 10) Max Uplift 1=-135(LC 12),7=-135(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-813/242,3-4=-659/224,4-5=-659/224,5-7=-813/242 BOT CHORD 1-8=-130/631,7-8=-130/629 WEBS 4-8=-122/456 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=4tt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-4-4,Exterior(2)9-4.4 to 12-4-4 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)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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 lb uplift at joint 1 and 135 lb uplift at joint 7. A WARNING-V.dfy design parameters and READ NOTES ON THIS AND WCLUDED AIGEK REFERANCE PAGE*447473 rev.10/73/20/5 BEFORE USE is Design valid for use only with Mllekcns 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 appllcablity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal I nlury and property damage. for general guidance regarding the fabrication,storage,delivery.erection and tracing of trusses and truss systems,seeANSI/1PI1 pully Crt.rla,DSB-69 and BCSI Building Component 6904 Park.East Blvd. Safety Information avallabie from truss Plate Institute.218 N.Lee Street.Suite 312.Nexandrla-VA 22314. Tampa.FL 33610 Job Truss Truss Type Ory Ply Riverside Homes-Merriman Resd-JB • T9334566 J160431 H03 Common 13 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:26 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-HBhlk5f?vIGkLX5r4RLZ8AuzaTJ4bOo9uO0HM?ykxt N 4-11-14 9-8-4 14-4-10 19-4-8 4-11-14 4-8-6 4-8-6 4-11-14 4x4= Scale=1:42.8 4 t1 6.00 12 19 18 1.5x4•••.." 1.5x4 3 5 • 17 20 3x4 i 3x4 2 6 Allikihh 1400, ■ ■ I a 3x8 11 3x8 I II 3x8= 9-8-4 19-4-8 9-8-4 9-8-4 Plate Offsets(X,Y)-- (1:Edge,0-0-0J,(7:Edge,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.12 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.30 8-15 >776 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.02 7 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:97 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 2-2-0 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=717/0-5-8,7=717/0-5-8 Max Horz 1=-129(LC 10) Max Uplift 1=-140(LC 12),7=-140(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-885/259,3-4=-711/233,4-5=-711/233,5-7=-885/259 BOT CHORD 1-8=-145/701,7-8=-145/701 WEBS 4-8=-130/503,5-8=-251/154,3-8=-251/154 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=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0.0 to 9-8-4,Exterior(2)9-8-4 to 12-8-4 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)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)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 140 lb uplift at joint 1 and 140 lb uplift at joint 7. r 0 WARNING-Verify design paromaters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*11-7473 row.10/02015 BEFORE USE. Design valid for use only with Mlleke connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the balking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall b ulcing design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. Additbnal temporary and Permanent bracing MiTek* Is always required for stability and to prevent collapse with possble personal Injury and properly damage. For general grddace regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IPI1 Quality criteria,0S8-89 and SCSI Sinding Component 6904 Parke East BIM. Safety Inlormallon avalab le from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334567 J160431 H04 Hip 1 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:27 2016 Page 1 I D:vSalOZvCdjaomzhnYBDGjeyn_8Z-I NF7xRgef3Obzhg t e9sohOR9t1j_KrP1721ruRykxl M 4-7-12 9-0-0 10-4-8 14-8-12 19-4-8 4-7-12 I 4-4-4 1-4-8 i 4-4-4 i 4-7-12 4x4= 4x4= Scale=1:39.6 4 5 O_.‘ 8.00 12 1.5x4 1.5x4 3 6 • 19 2p 7 rb 3x4,.% 3x4• 2 1 N4418 — 00* 10 �. 10 9 7.14 3x8 I I 3x4= 3x4= 3x8 11 9-0-0 10-4-8 19-4-8 I 9-0-0 { 1-4-8 I 9-0-0 Plate Offsets(X,Y)-- 11:Edge,0-0-01,18:Edge,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.11 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.28 9-17 >832 180 BCLL 0.0 * Rep Stress'nor YES WB 0.14 Horz(TL) 0.02 8 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:104 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=717/0-5-8,8=717/0-5-8 Max Horz 1=120(LC 11) Max Uplift 1=140(LC 12),8=-140(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-890/277,3-4=-730/252,4-5=-564/245,5-6=-730/252,6-8=-890/277 BOT CHORD 1-10=-172/707,9-10=-50/551,8-9=-165/707 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=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 10-4-8,Interior(1)14-10-4 to 19-4-8 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 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 1 and 140 lb uplift at joint 8. 0 WARNING-Verify design promoters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MB-7473 ray.10/03,201S BEFORE USE mit Design valid tor use only with MITekQ)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 aplk:dbllty 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 sterility and to prevent collopre with possible personal inlury and properly damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job (cuss fruss Type Qty Ply Riverside Homes-Merriman Resd-JB 19334568 J160431. H05 Hip :1 1 Job Reference(optional) Manning Building Supplies,Jacksonville.FL Run:8.010 s May 28 2016 Print:8.010 s Jun 25 2016 MTek Industries.Inc Tue Aug 23 16:15:32 2016 Page 1 I D:vSalOZvCdja0mzhnYBDGjeyn_8Z-FY5X4QHT93TPFjdYmbDVOBtXC F592Zf?cM4IT2ykwmP 7-0-0 12-4-8 19-4-8 7-0-0 4 5-4-8 i- 7-0-0 4x7= Scale=1:34.7 4x4= 3 18 19 4 r1111444440440 8.00 12 17 20 3x4�i 3x4 5 2 0 v 1 6 1 21 8 7 22 O0 3x8 11 1 Sx4 II 3x4= 3x6 II 7-0-0 12-4-8 19-4-8 4 7.0-0 4 5-4-8 I 7-0-0 Plate Offsets(X,Y)-- 11:Edge,0-0-01,[3:0-5-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.05 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.13 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 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=717/0-5-8,6=717/0-5-8 Max Horz 1=-94(LC 10) Max Uplift 1=-140(LC 12),6=-140(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-361/0,2-17=-811/248,3-17=-781/267,3-18=-668/281,18-19=-668/281, 4-19=-668/281,4-20=-781/265,5-20=-832/245,5-6=-360/0 BOT CHORD 1-21=-127/698,8-21=-127/698,7-8=-126/704,7-22=-122/654,6-22=-122/654 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-0-0,Exterior(2)7-0-0 to 16-7-7,Interior(1)16-7-7 to 19-4-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water podding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 1 and 140 lb uplift at joint 6. 4 N A WARNING-Verify design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE 6(5-7473 rev.IIV032015 BEFORE USE. Design vdki for use only with Milekic connectors.This design Is bczed only upon parameters shown.and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual teas web and/or chord members only. Add tIona temporary acid permanent bracing Mi TT ek• is always required for stabllly and to prevent collapse wtih possible personal Itkey and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing or trusses and hues systems,seeANSI/TPI I Quality Criteria,DS8.89 and BCSI Bolding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty I Ply Riverside Homes-Merriman Resd-JB • T9334569 J160431� I-106 Hip Girder 1 1 Job Reference(optional) 1 Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:29 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn..8Z-hmNuM6huBgeJC?gQmauGmpW03hLgojUbaMEyzJykxl K I 5-0-0 I 9-8-4 I 14-4-8 I 19-4-8 5-0-0 4-8-4 4-8-4 5-0-0 Scale=1:35.9 4x7= NAILED 1.5x4 II 4x7= NAILED NAILED 3 19 4 20 21 22 5 8.00 ,2 t 1 E- nor nn , NAILED 23 . I 3x4* 3x4�� V • 6 • 2 4 V 1 7 a v la > nn Yn in • a. 10 9 24 25 8 26 2x4 3x8 HTU26 NAILED 2x4 i1 NAILED 3x8 I —— 3x8 II NAILED I 5-0-0 I 9-8-4 I 14-4-8 I 19-4-8 I 5-0-0 4-8-4 4-8-4 5-0-0 Plate Offsets(X,Y)-- 11:0-4-0,0-1-81,f3:0-5.4,0-2-01,15:0-5-4,0-2-01,17:0-4-3,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl lid PLATES GRIP T 20.0 1 Plate GripDOL 1.25 TC 0.65 Vert LL -0.07 8-9 >999 240 MT20 244/190 CLL Vert(LL) TCDL 7.0 1 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.16 8-9 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.23 Horz(TL) 0.04 7 rVa Ilia BCDL 10.0 Code F8C2014/TPI2007 Matrix-MSH Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-7 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 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1047/0-5-8,7=1410/0-5-8 Max Horz 1=67(LC 7) Max Uplift 1=-255(LC 8),7=-406(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1427/383,3-4=-1861/555,4-5=-1861/555,5-7=-1997/596 BOT CHORD 1-10=-273/1133,9.10=-271/1133,8-9=-447/1623,7-8=-444/1602 WEBS 3-9=-327/997,4-9_362/194,5-9=-146/345,5-8=-116/551 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 255 lb uplift at joint 1 and 406 lb uplift at joint 7. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 12-1-12 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)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-5=-54,5-7=-54,11-15=-20 Concentrated Loads(Ib) Vert:5=-64(B)8=-45(B)20=-77(B)22=-64(B)23=-5(B)24=-577(8)25=-45(B)26=-146(B) 1 , 0 WARNING-Verify design paramatara and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10A13/2015 BEFORE USE. - Design valid for use only with Mileks connectors.This design is based only upon parameters shown,and Is for an IndlAdud building component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of Irsdtvidu al 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 friary and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and tr ss systems.seeANSI/iPI I Quality Cdlefla.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street.Suppe 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes-Merriman Resd-JB 1 • T93345701 J160431, K01 Hip Girder 1 1 Job Reference(optional) 1 Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:47 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-9DSh8GVAyCwlMmCtpMDUUbGW?xarOuRFj9bubHykxi 2 5.0-0I7-1-0 12-1-0 5.0.0 2-1-0 5-0-0 454= 4x4= Scale=1:25.1 3 4 �A 8.00 12 a i6ii .h 3x4 i 3x4 5 a 2 • 6 1 / e No r rIII b i 1787olio 8 ► II 1.5x4 ! 1.5x4 3x8113x8 I I 5.0.0I 7-1-0 I 12-1-0 5-0-0 2-1-0 5-0-0 Plate Offsets(X,Y)-- [1:Edge,0-0.01,[6:Edge,0.0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.05 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.07 7-15 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) 0.04 6 n/a n/a 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 5-0-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-11 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=869/0-5-8,6=870/0-5-8 Max Horz 1=67(LC7) Max Uplift 1=303(LC 8),6=-304(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1132/451,3-4=-891/401,4-6=-1131/451 BOT CHORD 1-8=350/883,7-8=-348/891,6-7=-348/883 WEBS 3-8=-18/292,4-7=-22/293 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=2511;B=45ft;L=2411;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever lett 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 tit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 303 lb uplift at joint 1 and 304 lb uplift at joint 6. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)327 lb down and 328 lb up at 5-0-0,and 324 lb down and 324 lb up at 7-1-0 on top chord,and 66 lb down and 24 lb up at 4-9-14,120 lb down and 52 lb up at 5-2-2,and 120 lb down and 52 lb up at 6-10-2,and 66 lb down and 31 lb up at 7-3-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-6=-54,9-13=-20 Concentrated Loads(lb) Vert:3=-255(B)4=-253(B)8=-108(B)7=-108(B)17=-57(B)18=-62(B) a WARNING-Nanny design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 141-7473 rw.10032015 BEFORE USE. ' Design valid for use only with MITekrs connectors.This design Is based only upon raraneters sheen.and Is for an individual building component.not a teas system.Before use.the bulking designer must verify the applicability of design parameters and properly incorporate Mb design Into the overall MITE*.design. Bracing Indk:ated Is to prevent buckling of IrhtMdual truss wet>and/or chord members only. Adaitlonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the Pae Et Blvd.fabrication,on,storage,delivery,erection and bracing of trusses arid ri d MissMisss systems,seeANSl/TPI l Quality Criteria,DSB-89 and SCSI Building Component 690469 P.Parke F33610asas Safety Information available from Truss Plate Instttute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job `Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB • T9334571 J160431. K02 Common l9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:47 2016 Page 1 I D:vSaIOZvCdjaOmzhnYBDGjeyn_8Z-9DSh8GvAyCwlMmCtpMDUUbGXIxcHOvaFj9bubHykxl 2 12-1-0 66--0-8 I8 6-0-8 4x4= Scale=1:29.7 3 r /\ 8.00 I12 16 15 • 3x4-i 3x4-- 4 2 oe * 1 5 a a r- 6b IN d ►r ► . 6 ►� 1.5x4 i I 3x6 I 3x611 6-0-8 12-1-0 6-0-8 I 6-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.04 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.07 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YESWB 0.06 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:52 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=447/0-5-8,5=447/0-5-8 Max Horz 1=-80(LC 10) Max Uplift 1=-87(LC 12),5=-87(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-421/163,3-5=-420/164 BOT CHORD 1-6=-46/342,5-6=-46/342 WEBS 3-6=-12/256 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45f1;L=24ft;eave=4tt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-8,Exterior(2)6-0-8 to 9-0-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 1 and 87 lb uplift at joint 5. � f 0 WARNING•Verily design parameters and READ NOTES ON TMS AND INCLUDED NITEK REFERANCE PAGE AN-7473 rev.IdW/2015 BEFORE USE pill Design valid for use only vAth Mick&connectors.This design Is based only upon parameters shown,and is for an hdivIdual building component not a truss system.Before use,the bulling designer must verify the applicability of design pxxameters and properly Incorpxxate this design Into the overall j building design. &actig indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent ixactng MiTek" Is always required for stability and to prevent collapse wllh possible personal i nlury and property damage. For general gulda ce regarding the East Blvd.fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSV6904 Parke 1Pl1 Quality Criteria,DS8-89 and SCSI Building Component Tanya.Parka FL Easi Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312-Alexandria,VA 22314. i Job Truss Truss Type Qty Ply I Riverside Homes-Merriman Resd-JB T9334572 IJ160431 K03 Common 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:48 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-e003LcwpjW2c_wn4N3kj1 poi2LyWIMpOypLS8jykx11 I 6-0-8 12-1-0 6-0-8 6-0-8 4x4= Scale=1:29.7 3 1 PR 8.0012 15 Illh 1 3x4 i 4 3x4 Q 2 1 5 v i r .6, r d ►t/ ►mi 6 1.5x4 II 3x6II 3x6 II 6-0-8 12-1-0 6-0-8 6-0-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.04 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.07 6-9 >999 180 BCLL 0.0 • i Rep Stress Incr YES WB 0.06 Horz(TL) 0.02 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:52 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=447/0-5-8,5=447/Mechanical Max Horz 1=-80(LC 10) Max Uplift 1=-87(LC 12),5=-87(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-421/163,3-5=-420/164 BOT CHORD 1-6=-46/342,5-6=-46/342 WEBS 3-6=-12/256 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-8,Exterior(2)6-0-8 to 9-0-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.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 87 lb uplift at joint 1 and 87 lb uplift at joint 5. 0 WARNING-Valfy desIgn perartwtws and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE AM-7473 rev.1003/T015 BEFORE USE. imill. Design valid for use only with MlleirS 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 appllcablity of design parameters and properly Incorporate his design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additionalbracing and permanent Mile k_ is always required for stabltiy and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the Parke Est Blvd.fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Cdt.da,DSB-89 and SCSI Building Com6904a Component 6904 P.FE s10 Safety Information avalatie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type Oty Ply Riverside Homes-Merriman Resd-JB 1 T9334573 J160431. J01 i Jack-Partial Girder 2 1 i I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:29 2016 Page 1 ID:vSaIOZvCdjaOmzhnYBDGjeyn_8Z-hmNuM6huBgeJC?gOmauGmpWSghVoom?baMEyzJykxl K 2-6-12 5.1.8 i 1 2-6-12 l 2-6-12 Scale=1:19.9 5.6612 9 3x4 2 Y N o_ m ' N 1 111 aJ " • 10 4 3x6 11 5-1-8 5-1-8 LOADING(psf) I SPACING- — 2 0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.29 Vert(TL) -0.08 4-7 >747 180 1 BCLL 0.0 ' Rep Stress Incr NO I WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-MSH Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc puffins. 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=189/0-7-0,3=124/Mechanical,4=65/Mechanical Max Horz 1=69(LC 8) Max Uplift 1=-18(LC 8),3=-61(LC 8),4=-5(LC 8) Max Gray 1=189(LC 1),3=124(LC 1),4=91(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=45f1;L=24ft;eave=4th 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 noncortcurrent 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 1,61 lb uplift at joint 3 and 5 lb uplift at joint 4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 49 lb up at 2-9-15 on top chord,and 15 lb down and 11 lb up at 2-9-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:10=-3(F) A WARNING•V.dfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.f69Y201b BEFORE USE • Design valid for use only with Mlleke connectors.lnls design Is lased only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the Wising designer must verily line applicability of design parameters and properly incorporate this design into the overall briding design. Bracing indicated Is to prevent buckling of indlvldud truss web and/or chord members only. Additional temporary and permanent bracing MiTek, Is always required for stability and to prevent collapse with possibie personal injury and properly damage. for general guidance rooming the East Blvd.fabrication.storage,delivery.erection and bracing of trusses and truss systems.soeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 690469 P.ParkeFE Safely Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type I arty Ply I Riverside Homes-Merriman Resd-JB T9334574 'J160431. J02 Jack-Partial Girder 2 1 Job Reference(optional)__ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:30 2016 Page 1 IDvSalOZvCdjaOmzhnYBDGjeyn_8Z-9ywGZSiWy.mAg9PcJHPV102eA4gUXDFkp0_VVmykx1J 2.5.4 4-10.8 I 2-5-4 I 2-5-4 Scale=1:18.4 e931: 000•011 1 11 10 4 3x6 11 4.10-8 I 4-10-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.03 4-7 >999 240 j MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 4-7 >872 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 � Matrix-MSH Weight:18lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc puffins. 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=179/0-7-0,3=118/Mechanical,4=62/Mechanical Max Horz 1=65(LC 8) Max Uplift 1=-17(LC 8),3=-58(LC 8),4=-6(LC 8) Max Gray 1=179(LC 1),3=118(LC 1),4=86(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=45it L=241t;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 17 lb uplift at joint 1,58 lb uplift at joint 3 and 6 lb uplift at joint 4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 49 lb up at 2-9-15 on top chord,and 15 lb down and 11 lb up at 2-9-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:10=-3(B) • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.16032015 BEFORE USE • Design valid tot use only with Milekw connectors.this design Is used only upon parameters shown,and Is for an indMckal holding component.not a truss system.Before use,the building designer must verity the oppicaWity of ddesk#n parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/six chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possble personal inlay and property damage. for general gni darx:e regarding the fatricatkm,storage,delivery.erection and tracing o1 trusses and truss systems,seoANSI/1PI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334575 J160431. J03 Corner Jack 4 1 • Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:31 2016 Page 1 I DvSalOZvCdja0mzhnYBDGjeyn_BZ-d8Uenoj8j Ivt RIpt?xkrEbumU EGGgVu1 gj21 Cykx1 I 2-0-0I I 2-0-0 Scale=1:13.8 3 1 8.00 12 i ' I 2 a 1 N por. olliefr InAMMiiiiit 3x4* 111111111A 4 3x6 I 2.0.0 2-0-0 I LOADING (psf) li SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 >999OL 1.25 BC 0.04 Vert(TL) -0.00 7 1 rYa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSHj Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2.0.0 REACTIONS. (lb/size) 1=74/0-5-8,3=50/Mechanical,4=23/Mechanical Max Horz 1=38(LC 12) Max Uplift 3=-34(LC 12),4.3(LC 12) Max Gray 1=74(LC 1),3=53(LC 17),4=34(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=2511;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 34 lb uplift at joint 3 and 3 lb uplift at joint 4. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE A9'-7473 rev.10/032015 BEFORE USE. ill. Design valid for use only with MITek8)connectors.ibis design Is based only upon parameters shown.and Is for an Individual bulding component,not a truss system.Before use,the building designer must verily the opplicablity of design parameters and properly incorporate this design into the overall txitalng design. tracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent Lx<x:ing MiTek. Is always required for stability and to prevent collapse with possble personal k>fuy and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.socrANSI/lPt l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334576 J160431 1J04 Jack-Open I9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:31 2016 Page 1 ID:vSalOZvCdjaOmzhnYBDGjeyn_8Z-d8Uenoj8jlvt RI_pt?xkrEbsoUCiGgVul gj21 Cykxt I 1 3-8-0 3-8-0 Scaler 1:19.3 3 ill 8.00 12 a 3x4 i 2 co N i a5 • I, =, 4 keg 3x6 11 I 3-8-0 3-8-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ! TC 0.19 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 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=133/0-5-8,3=88/Mechanical,4=46/Mechanical Max Horz 1=69(LC 12) Max Uplift 3=-55(LC 12),4=-4(LC 12) Max Gray 1=133(LC 1),3=91(LC 17),4=64(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-4 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 55 lb uplift at joint 3 and 4 lb uplift at joint 4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND V4CLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE iiii. Design valid for use only with MITek®connectors.this design is based only upon parameters shown-and Is for an individual hulding component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inkay and property damage. For general guidance regarding the 6904 Parke East Blvd.latxication,storage,delivery,erectkn and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,0611-89 and Bat Building Component Safely Information available from Truss Plate Institute.218 N.Lee Street Stile 312.Alexandria.VA 22314. Terrpa.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes-Merriman Resd-JB T9334577 • IJ160431' J05 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:32 2016 Page 1 I D:vSalOZvCdjaOmzhnYBDGjeyn 8Z-5L20_8kmUb1 u3SZ?RiSzOR82Kua??711 GKTcZeykx1 H 1-0-0 1-0-0 Scale=1:10.4 8.0012 2 1 111101 h • �r a 3 3x4 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 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/TP12007 Matrix-MSH Weight:6 lb FT=20% I � LUMBER- BRACING- TOP CHORD 2x6 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=23/Mechanical,3=14/Mechanical Max Horz 1=19(LC 12) Max Uplift 2=-i6(LC 12),3=4(LC 12) Max Gray 1=37(LC 1),2=24(LC 17),3=19(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;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 16 lb uplift at joint 2 and 4 lb uplift at joint 3. 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MS-7473 rov.10W32015 BEFORE USE ' Design valid for use only with Milekl9 connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verity the appilcablity of design parameters and properly Iscorporale 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 Mire** Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,D5849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute-218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tanga.FL 33610 Job Truss Truss Type Oty Ply Riverside Homes-Merriman Resd-JB T9334578 J160431 J06 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:32 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-5L20_8kmUb1 u3SZ?RiSzORByLuUf?401 GKTcZeykxt H 4.9.8 9-7-1 I 4-9.8 4-9-8 4 Scale=1:30.6 1 5.66 12 13 3x4 i 3 12 e01., aro y Co 4 3x42:- 1�� COI to 7 1s s 1.5x4 II 3x4=5 3x6 I I 4-9-8 9-7-1 I 4-9-8 4-9-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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 REACTIONS. (lb/size) 1=378/0-7-0,4=121/Mechanical,5=288/Mechanical Max Horz 1=129(LC 8) Max Uplift 1=-68(LC 8),4=-66(LC 8),5=-97(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-413/95 BOT CHORD 1-7=-179/409,6-7=-179/409 WEBS 3-6=-480/210 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=451t L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.1 B;MW FRS(directional);cantilever left and right exposed;end vertical lett 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 68 lb uplift at joint 1,66 lb uplift at joint 4 and 97 lb uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 27 lb up at 1-5-0,and 82 lb down and 80 lb up at 4-2-15,and 97 lb down and 102 lb up at 7-0-14 on top chord,and 4 lb down and 7 lb up at 1-5-0,and 46 lb down and 18 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(lb) Vert:12=-7(F)13=-43(F)14=-4(F)15=-30(F) / I 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10.W12015 BEFORE USE. mit Design valid for use only vAth MBek4t connectors.this design is hascxf oily upon parameters shown.and Is for an individual building component,not a truss system.Before use,the bulling designer must verily the<>s 0lcufAlty of design parameters and property incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality CAterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormalbn avdtal le from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss 1 Truss Type I Qty Ply i Riverside Homes-Merriman Resd-JB T9334579 J160431' o J07 Jack-Partial Girder 1 1 I I [Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:33 2016 Page 1 ID:vSaIOZvCdja0mzhnYBDGjeyn8Z-aXcPCUk0Fv9khc8B?PzCwfg231tZkYLBV_C965ykx1 G 4-11-0 8.4.1I 9-10-1 4-11-0 3-5.0 1-6-0 5 Scale:318".1' m 2x4 II i) to NAILED 4 5.66,112 13 ill 3x4 I - I NAILED 3 12 N N NAILED 1 y 4x4 i 2 o 16hIN.,: d m 11 TIe 1 IIMI 14 15 7 16 6 NAILED1,5x4 II NAILED 3x4= 3x5 I NAILED 4-11-0 8-4-1 9-10-1 4-11-0 I 3-5-0 I 1-6-0 I Plate Offsets(X,Y)-- (1:0-2-0,0-1-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.05 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.11 6-7 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.17 Horz(TL) 0.01 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=380/0-7-0,5=387/Mechanical Max Horz 1=133(LC 21) Max Uplift 1=-61(LC 8),5=-161(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-429/79 BOT CHORD 1-7=-171/431,6-7=-171/431 WEBS 3-6=-562/223,4-6=-142/407 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 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 1 and 161 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:1-5=-54,6-8=-20 Concentrated Loads(Ib) Vert:13=-43(B)14=-1(B)15=1(B)16=-33(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IAMB REFERANCE PAGE AM-7473 rev.10/03/2015 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 building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. AdaAtbnal temporary and permanent bracing MIR*. ei" is always required for stability and to prevent collapse with possible personal iMuy and property damage. nor general guidance regarding the fatxk:atlon,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute,218 N.Lee Street.Suite 312,Nexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB • T9334580 J160431 J08 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:33 2016 Page 1 ID:vSaIOZvCdjaOmzhnYBDGjeyn_8Z-aXcPCUkOFv9khc8B?PzCwfgA0lvJka?BV_C965ykx1 G 3-0-0 I 3-0-0 Scale=1:17.1 3;1 Ia° 8.0012 9i 2 N N 1 , / 4 / 3x4 3x6 I I — I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.03 4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 1 nla n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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=103/0-5-8,3=138/Mechanical Max Horz 1=57(LC 12) Max Uplift 3=-57(LC 12) Max Gray 1=103(LC 1),3=92(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-250/164 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)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 57 lb uplift at joint 3. o WARNING•Verily design parematers and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M&7473 lay.1093/2015 BEFORE USE. I Design valid for use only with MI1ekT>connectors.This design Is based only upon parameters shown,and is for an krdMdUal t sling component not a truss system.Before use,the building designer must verify the applicability of design t xrameters and properly incorporate this design Into the overall briding design. Bracing Indicated h to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing igi. MiTek' is always requked for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fatrk:atbn.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate institute.218 N.lee Street.Suite 312.Alexandrks,VA 22314. Tampa.FL 33610 Job 1 Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB 19334581 J160431 J09 Comer Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:34 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-2jAnPgl1 ODHbImiNY7URTsDJgiCVT1 FKkeyieXykxt F l 5-0-0 5-0-0 Scale=1:24.8 3 8.00 12 10 v a 3x4 2 to v ch 9 . 1 4 3x6 'l 5.0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.08 4-7 >765 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:20 lb FT=20% LUMBER- BRACING- 1 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=183/0-5-8,3=120/Mechanical,4=63/Mechanical Max Horz 1=95(LC 12) Max Uplift 3=-72(LC 12),4=-5(LC 12) Max Gray 1=183(LC 1),3=123(LC 17),4=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=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;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 4-11-4 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 72 lb uplift at joint 3 and 5 lb uplift at joint 4. 1 , A WARNING-Wordy design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE MB-7473 nv.1G 3OOe1S BEFORE USE. Design valid for use only with N9lekS)connectors.this design is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use.Iter bulking designer roust verify the applicability of design perameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling 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 possble personal Injury and property damage. For general guidance regarding the Parke East BNd. tabricatkxr.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and/ 6904 a CSI Bulking Component Est 0 SdeTampa.P,Parke ty Information mailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. j Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB • 793345821 J160431� J10 Corner Jack 1 1 Job Reference(optional) _ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:35 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-Wwk9dAmtfW PSwwHa6q?g?4mXf5bNC000YIhGAzykx1 E 3-0-0 3-0-0 Scale=1:17.1 3 8.00 I12 1 3x4 - 2 a • •••00 q N N 1 , rAimimmti 4 3x6 II 3-0-0 I 3-0-0 LOADING(psi) 1 SPACING- 2-0-0 I CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 4-7 >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!nor YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH i Weight:13 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 Lett 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=109/Mechanical,3=72/Mechanical,4=37/Mechanical Max Horz 1=56(LC 12) Max Uplift 3=-46(LC 12),4=-4(LC 12) Max Gray 1=109(LC 1),3=75(LC 17),4=52(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=4.2psh BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 4 lb uplift at joint 4. A WARNING-Verify design paranwters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MilokOonn connectors.This design Is based only utxxn rxxameters shown,and is fa Individual an Invual building component,not . a truss system.Before use,the balding designer must verify the applicability 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. Additional temporary and permanent bracing MiTek- Is always required for stablIty and to prevent collapse with posstile personal Inlay and property damage. Fa general gridarsce regarding the fabrication,storage,delivery,erection and bracing of trusses and tru s systems,seeANSI/FPI l Quality Criteria,DSB-69 and SCSI Bulking Component 6904 Parke East Blvd. Safely Information avdktie horn Truss Plate Irutltute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334583 J160431 J11 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:35 2016 Page 1 I D:vSalOZvCdjaomzhnYBDGjeyn_8Z-W wk9dAmfnW PSwwHa6q?g?4mUa5YkC000YI hGAzykx1 E 5-0-0 5-0-0 Scale.1:24.8 3 • 8.00 10 3x4�i v v 2 <6 e cn a 64. Hia111111111111MTI 4 3x6 1! 5-0-0 I 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.08 4-7 >765 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 rVa nfa BCDL 10.0 Code FBC2014/TPI2007 I Matnx-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 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=183/Mechanical,3=120/Mechanical,4=63/Mechanical Max Horz 1=95(LC 12) Max Uplift 3=-72(LC 12),4=-5(LC 12) Max Gray 1=183(LC 1),3=123(LC 17),4=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.Opsf;h=25ft;B=45f1;L=24tt;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 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 72 lb uplift at joint 3 and 5 lb uplift at joint 4. • V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7073 rev.10/13/2015 BEFORE USE. Design valid for use only with MITek n connectors.this design is based only upon parameters shown.and Is for as individual building component,not a truss system.Before use,the bulking designer must verity the crpplicablity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web crud/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 Mme fobrkotlon,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB • T9334584 J160431 J12 Jack-Open 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:36 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-_61XgVnHYgXJY4smgYWvYHIaMVprxxkdByRpiOykxl D 7-0-0 7-0-0 Scale:3/8'=1' 3 8.00 52- 10 9 d er 3x4 2 ogeI 4 3x8 I 7-0-0 7-0-0 Plate Offsets(X,Y)-- (1:Edge,0-0-0] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 ! Plate Grip DOL 1.25 TC 0.65 Vett(LL) 0.13 4-7 >629 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.30 4-7 >279 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 l Matrix-MSH Weight_26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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/Mechanical,3.168/Mechanical,4=89/Mechanical Max Horz 1=133(LC 12) Max Uplift 3=-100(LC 12),4=-4(LC 12) Max Gray 1=257(LC 1),3=172(LC 17),4=127(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-338/103 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0pst;h=25ft;B=45th L=2411;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 6-11-4 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 100 lb uplift at joint 3 and 4 lb uplift at Joint 4. WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7479 rev.iM7312016 BEFORE USE. Design valid for use only with Mitele':connectors.This design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use.the LxAdrng designer must verity the applicability of design parameters and p wperly Incorporate this lesion 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 MiTekC is always required for stability and to prevent collapse with possble person('rr*xy and property damage. For general guidance regarding the ratification,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI l Quality Criteria,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Mexancida,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB • • T9334585 J160431 J13 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:36 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-_61XgVnHYgXJY4smgYWvYHIZSVoixxkdByRpiQykxl D 3.6.1 I 3-6-1 I 3-6-1 Scale=1:13.0 1.77112 ,' 9 NAILED 3 3(`I 3x4 INAILED 2 101111 • I1 6x6 11 NAILED 10 4 NAILED 7-0-2 7-0-2 Plate Offsets(X,Y)-- 11:0-2-8,0-3-11 - LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.12 4-7 >677 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.30 4-7 >276 180 BCLL 0.0 " Rep Stress Ina NO WB 0.00 Horz(TL) 0.06 1 ria n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 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=265/0-4-3,3=171/Mechanical,4=96/Mechanical Max Horz 1=39(LC 4) Max Uplift 1=-80(LC 4),3=-84(LC 4),4=-8(LC 4) Max Gray 1=265(LC 1),3=171(LC 1),4=123(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-424/20 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45th L=24ft;eave=4lt;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 80 lb uplift at joint 1,84 lb uplift at joint 3 and 8 lb uplift at joint 4. 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:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:7=-2(B)9=-5(B)10=-11(B) WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI47473 rev-1003/2016 BEFORE USE. Design valid for use only with MlielcV connectors.lints design Is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall b rAc ing 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 collgDse wtth possible personal Ink ry and properly damage. For general gridance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quilty Crtterla,DSB-89 and SCSI Building Component Safety Information avalabte from Tri Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type Oly Ply Riverside Homes-Merriman Resd-JB T9334586 J160431, 1J14 Jack-Partial Girder 1 1 Job Reference(optional)__ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:37 2016 Page 1 I D:vSalOZvCdjaomzhnYBDGjeyn_8Z-SIsv1 rovJ8fA9DRyE F 185Vrk3v9bgO_mQcANFsykxl C 3.4-9f 6-9-2 3,4.9 3-4.9 Scale=1:13.0 1.77112 3 I NAILED , 9 I�, 3x4 NAILED 2 W 1 _ _ N 1111111 V d IX 6x6 II NAILED 10 4 NAILED 6-9-2I i 6-9-2 Plate Offsets(X,Y)-- 11:0-2-8,0-3.11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.11 4-7 >754 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.26 4-7 >309 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(TL) 0.05 1 rVa n/a I BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MSH Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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=255/0-4-3,3=165/Mechanical,4=93/Mechanical Max Horz 1=37(LC 17) Max Uplift 1=-77(LC 4),3=-81(LC 4),4=-8(LC 4) Max Gray 1=255(LC 1),3=165(LC 1),4=118(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-401/20 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;6=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 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 77 lb uplift at joint 1,81 lb uplift at joint 3 and 8 lb uplift at joint 4. 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:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:7=-2(F)9=-5(F)10=-11(F) 1 I A WARNING-Verify design parernetsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.INs design is based only upon rxxarneters shown,and h far an ixdividral building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporatce this deskin 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' ek• is always required for stability and to prevent collapse wtth possible personal Film and property damage. For general guidance re(yading the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DSB-69 and BCSI Budding Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss I Truss Type Qty I Ply Riverside Homes-Merriman Resd-JB 0 T93345871 J160431. J15 Corner Jack 2 1 Job Reference(optional) J _ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:37 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-SIsv1 rovJ8fA9DRyEF185Vrv3vH9gO_mOcANFsykxl C I 1.0.0 1-0-0 2.50[T Scale=1:7.4 2 1 r r 1 i t_ _ a , d r I 16 1 3 • 3x4= 1-0-0 1-0-0 —– -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loC) Ude1 I Lid 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[nor YES WB 0.00 Horz(TL) 0.00 1 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=37/0-3-8,2=27/Mechanical,3=10/Mechanical Max Horz 1=7(LC 8) Max Uplift 1=-7(LC 8),2=-14(LC 8) Max Gray 1=37(LC 1),2=27(LC 1),3=15(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=45fh L=24ft;eave=oft;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 7 lb uplift at joint 1 and 14 lb uplift at joint 2. A WARNING.VaKy design parameters and READ NOTES ON TMS AND INCLUDED BEEK REFERANCE PAGE AIN-7473 rev.10A03I2015 BEFORE USE. N' Design valid for use only with Mttek'8 connectors.This design is based only upon parameters shown,and is for an kndwidud bolding :omrxxient.not a truss system.Before use,the buldng designer must verify the applicability of design parameters and properly incorporate Ids design kilo the overall bxidng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI lei Is always required for stability and to prevent collapse with possible personal intuy and property damage. for general guidance r arcitrng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/tPl I Quality CAherle,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdtabie horn buss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 10ty I Ply Riverside Homes-Merriman Resd-JB • I T9334588 IJ160431� J16 Corner Jack 12 1 _I _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:38 2016 Page 1 I D:vSalOZvCdjaomzhnYBDGjeyn._8Z-wVPHFBoX4Rn1 nNO9nzZNdi031 JcCPrEweGwwnlykx l 8 I 3-0-0 1 3-0-0 scale=1:9.5 3x4 3 1A2.5012 2 1 111111 111111 :i co d 7 ______ 3x6 II 4 I 3-0-0 I 3-0-0 Plate Offsets(X,Y)-- (1:0-2-4,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 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 n/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 Horz 1=21(LC 8) Max Uplift 1=-25(LC 8),3=-34(LC 8),4=-2(LC 8) Max Gray 1=109(LC 1),3=73(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=101mph;TCDL=4.2psf;BCDL=3.0ps1;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp 8;Encl.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical lett 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 25 lb uplift at joint 1,34 lb uplift at joint 3 and 2 lb uplift at joint 4. 1 � A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 915.7473 rev.10/03/2015 BEFORE USE lilt 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 balding designer must verily the applicability of design pxxameteis and properly Inaxporate 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 cotiapse with possble personal inlay and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1Pl1 Quality Criteria,DSB-89 and BCSI Building Component 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-Merriman Resd-JB T9334589 J160431� J17 Jack-Open 4 1 _ I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:38 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-wVPHFBoX4Rn1 nNO9nzZNdiO?mJaW PrEweGwwnlylocl B 5-0-0 5-0-0 Scale=1:11.5 3 2.50',12 9 3x4 s ', 2 i - I _ 01111 3x6 I' 4 5-0-0 I 5-0-0 Plate Offsets(X,Y)-- 11:0-2-4,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 4-7 >836 180 BCLL 0.0 ' Rep Stress her YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 ! Code FBC2014/TPI2007 Matrix-MSH Weight:18 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 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=183/0-3-8,3=120/Mechanical,4=63/Mechanical Max Horz 1=36(LC 8) Max Uplift 1=-44(LC 8),3=-56(LC 8),4=-2(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.Opsh h=25it;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 44 lb uplift at joint 1,56 lb uplift at joint 3 and 2 lb uplift at joint 4. 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.10/032015 BEFORE USE. lilt Design valid for use only with Mllek8)connectors.This design 8 based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the briding designer must verify the applicability of design Fxaarneters 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 IJray and property damage. For general guidance regarding the fabrication,storage,delivery.erection and tracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety IMoenallon avaltable 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-Merriman Resd-JB T9334590 J160431" J18 (Jack-Partial Girder 2 1 Job Reference(optional) _ Manning Building Supplies. Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:39 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-OhzgSXp9rIvuPXbLLg4cAwwAXjwg61 U3twtTJkykxl A 2-3-15 4-7-13 I 2-3-15 2-3-15 Scale=1:19.1 2 5.66 12 , NAILED 5 1 .1 1.5x4 11 1 rn I II " /• 6 3 Kil----- NAILED 4 1.5x4 II 4-7-13 I 4-7-13 LOADING (pst) SPACING- 2-0-0 CSI. DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.25 Vert(TL) -0.05 3-4 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 1 Matrix-MSH Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=166/0-3-8,2=112/Mechanical,3=54/Mechanical Max Horz 4=79(LC 8) Max Uplift 4=-12(LC 8),2=-59(LC 8),3=-7(LC 8) Max Gray 4=166(LC 1),2=112(LC 1),3=84(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=42psf;BCDL=3.0psf;h=25th B=45ft;L=24ft;eave=oft;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 12 lb uplift at joint 4,59 lb uplift at Joint 2 and 7 lb uplift at joint 3. 6)"NAILED"indicates 3-10d(0.148"x31 or 2-12d(0.1485(3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,3-4=-20 Concentrated Loads(Ib) Vert:6=-2(B) A WARNING-Verify daafpn paramews and READ NOTES ON THIS AND INCLUDED MUSK REFERANCE PAGE M&7473 rev.10N3/2015 BEFORE USE. mil. Design valid for use only with Mlleke connectors.This design is based only upon parameters shown.and Is for an InddMdud building component.not a truss system.Before use,the bulking designer must verify the appilcobilty 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 txocing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the East Blvd. fabrication.storage.delivery,erection and tracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria.DSB-89 and BCSI Building Component 6 69049 P.Parke East 0 Safely Information available from truss Plate Institute.218 N.Lee Street.SrAte 312.Alexandria.VA 22314. 1 Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB 79334591 J160431 Jig Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:40 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-stX2gtgnc31lOhAXvObri7TMg6GUtlkD6aPl rBykxl9 I 2-2-7 4-4-13 2-2-7 2-2-7 Scale=1:18.5 2 IN 5.66 ,T i".00.1 NAILED 5 I h k 1.5x4 I 1 co Fi: 1 ilimimm-ifflomiii 6 3 NAILED 4 1.5x4 II 4-4-13 1 I 4-4-13 LOADING (pet) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.04 3-4 >999 180 BCLL 0.0 . Rep Stress Incr NO WB 0.00 Horz(TL) 0.03 2 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=156/0-3-8,2=106/Mechanical,3=51/Mechanical Max Horz 4=75(LC 8) Max Uplift 4=-11(LC 8),2=-56(LC 8),3=-7(LC 8) Max Gray 4=156(LC 1),2=106(LC 1),3=79(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=4.2ps1;BCDL=3.Opsf;h=25th B=45ft;L=24tt;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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 4,56 lb uplift at joint 2 and 7 lb uplift at joint 3. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.1485(3.251 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:1-2=-54,3-4=-20 Concentrated Loads(Ib) Vert:6=-2(8) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*4/1-7473 rev.10103/2015 BEFORE USE. M. Design valid for use only with Woke connectors.this design is based only upon parameters shown-and Is for an rxdMNdual building component not a truss system.Before use,the bulking designer must verify the as)plk:abllty of design parameters and properly Ircorrxxate this design Into the overall Wilding design. Bracing Indicated i5 to prevent buckling of Individual trss web and/or chord members only. Additional temporay and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal'Nun,and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses anal truss systems,seoANSl/IPI I Quatty Criteria.DS11-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from LUSS Plate Institute.218 N.Lee Street,Sulk:312,Alexandria,VA 22314. — Tanpe.FL 33610 Job Truss Truss Type I Qty Ply I Riverside Homes-Merriman Resd-JB ' T9334592 J160431* J20 Corner Jack 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:40 2016 Page I ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-stX2gtgnc3110hAXvObri7TP061ztlk06aP1 rByk(l9 1.8-0 I1-&0 i Scale=1:13.8 2 8.00 FY )1 1.5x4 II 1 II II MENNIIII0i . 4 3 1.5x4 II 1-8-0 1-8-0 { 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 0.06 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 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:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-0 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=56/0-3-0,2=39/Mechanical,3=17/Mechanical Max Horz 4=48(LC 12) Max Uplift 2=-32(LC 12),3=-9(LC 12) Max Gray 4=56(LC 1),2=43(LC 17),3=29(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. ll;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 32 lb uplift at joint 2 and 9 lb uplift at joint 3. A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7073 rev.10103/2015 BEFORE USE. Igl• Design valid for use only with MllekS connectors.tins design is based only upon parameters shown.and Is for an individual building component,not a tnrss system.Before use,the building designer must verify the applicablity of design p rx<xneters and properly incorporate this design into the overall building design. &acing indicated is to prevent buckling of individual truss web and/cx chord members only. Additional temporary and permanent bracing MiTek* 8 always required for stability and to prevent collapse with possible personal iniury and property damage. For general guidance regading the fabrication,storage.delivery,erection and bracing g of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. E3st B Safety Information available from Truss Plate Institute.218 N.Lee Street,Salle 312.Alexandria,VA 22314. Tampa.P.Parke ___ Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB • T9334593 J160431. J21 Jack-Open 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:41 2016 Page 1 I D:vSaIOZvCdjaQmzhnYBDGjeyn_8Z-L45QtDrQMM9cerIkT564F LOZdW dgcCzMLE8aOdykxl8 3-4.0 I 3-4-0 Scale=1:19.4 2 8.00 FTY 1 cr e.- 1.5x4 c/., 1.5x4 I o 1 N 1:111 ■ a� 3 11 4 2x4 II 3-4-0 I 3-4-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 1Horz(TL) 0.02 2 Na n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MSH Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 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=116/0-3-0,2=79/Mechanical,3=37/Mechanical Max Horz 4=79(LC 12) Max Uplift 2=-54(LC 12),3=-6(LC 12) Max Gray 4=116(LC 1),2=83(LC 17),3=59(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=25f1;B=45ft;L=24ft;eave=4ih 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.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 6 lb uplift at joint 3. N A WARNING-Verily design parameter.and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7073 rev.10/03/201S BEFORE USE. l Design valid for use only with MilekS)connectors.1Ns design B based only upon parameters shown,and Is for an Individual trllldlng component,not a truss system.Before use,the building designer must verify the applicabily of design parameters and properly Incorporate this design Into the overall MiTek' balding design. Bracing Indicated Is to prevent hedi buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke Blvd. fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Qualy Criteria.DSB-89 and BCSI BuildingEast ding Component33610 Safety Information avciabte from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria Tampa.P.VA 22314. _ _ _ _ Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334594 J160431. J22 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:41 2016 Page 1 lD:vSal OZvCdja0mzhnYBDGjeyn_8Z-L45QtDrQMM9cerIkT564FL0XkW UYcCXMLE8aOdyloc 18 3-0-0 5.0-0 1 3-0-0 2-0-0 —� Scale=1:16.9 3 4 4x4= 8.00 FT / I 3x4 i 2 e ro Ti, N N 1 j 5 1.5X4 11 3x6 11 3-0-0 5-0-0 1 3-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.07 6-9 >837 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.14 6-9 >410 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.12 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:22 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. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=208/0-5-8,4=59/Mechanical,5=166/Mechanical Max Horz 1=59(LC 8) Max Uplift 1=-32(LC 8),4.34(LC 4),5=-56(LC 8) Max Gray 1=208(LC 1),4=59(LC 1),5=179(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-354/120 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=2511;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 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 32 lb uplift at joint 1,34 lb uplift at joint 4 and 56 lb uplift at joint 5. 8)Girder carries hip end with 0-0-0 right side setback,3-0-0 left side setback,and 3-0-0 end setback. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)64 lb down and 35 lb up at 3-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-61(F=-7),5-7=-23(F=-3) Concentrated Loads(Ib) Vert:3=-41(F) f 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MITektu connectors.this desk')Is based only upon parameters shown,and is for an indivkival holding component,not a truss system.Before tee,the building designer must verity the appilcabliy of deslrin 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.Add fll nal temporary and permanent bracing WRAC k- Is always required for stabltty and to prevent collapse wtth possible personal I lr.xy and properly damage. For general guidance regarding the Pee EastMM.fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Bulling Component 690469 P.Parke FEs Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Adexandrla VA 22314. Job I Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB e T9334595 J160431. J23 Jack-Open 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:42 2016 Page 1 ID:vSalOZvCdja0mzhnYBDGjeyn_8Z-pGfo5Zr27gHTG?Kw0odJnYYhpwxNLfDWZuu8w3ykx17 5-0-0 5-0-0 Scale=1:23.7 3 8.00 12 10 3x4* a 2 6 a 9 1 hitt. �� 1 MI -. 4 3x6 l i 5-0-0 I 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.08 4-7 >765 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 n/a 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 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=183/0-5-8,3=120/Mechanical,4=63/Mechanical Max Horz 1=95(LC 12) Max Uplift 3=-72(LC 12),4=-5(LC 12) Max Gray 1=183(LC 1),3=123(LC 17),4=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.Opsf;h=2511;B=45ft L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 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 72 lb uplift at joint 3 and 5 lb uplift at joint 4. 0 WARNING-Verily deafen parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. lig" Design valid for use only with Milek:o connectors.This design Is based only upon parameters shown,and Is for an individual bolding component.not a truss system.Before use,trio txildkng designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall bulking design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Way and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/lPi t Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sorely information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type Oty Ply Riverside Homes-Merriman Resd-JB • T9334596 J160431 J24 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:42 2016 Page 1 I D:vSal OZvCdja0mzhnYB DGjeyn_8Z-pGfo5Zr27g HTG?KwOodJ nYYfpwnyLf D W Zuu8w3yla 17 5-0-0 1 5-0-0 Scale=1:23.7 3 8.00 FIT 3x4 G v 2 ,5 b 1 .4111.." ■ !' !!' HTU26 HTU26 4 3x6 I I 5-0-0 5-0-0 Plate Offsets(X,Y)-- 11:0-2-12,0-1-01 )I _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.12 4-7 >476 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:24 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=493/0-5-8,3=131/Mechanical,4=597/Mechanical Max Horz 1=95(LC 8) Max Uplift 1=-64(LC 8),3=-67(LC 8),4=-126(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-395/226 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45f1;L=24th eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and tight 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.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. 4) Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 1,67 lb uplift at joint 3 and 126 lb uplift at joint 4. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 2-1-12 from the lett end to 4-1-12 to connect truss(es)to front 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:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:9=-427(F)10=-429(F) 0 WARNING-VMIy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1093/2016 BEFORE USE , Design valid for use only with Milder,connectors.lists design is based only upon parameters shown,and Is for diIndividual txrlding component,not mll. a truss system.Before use,the building designer must verity the applicebllty of design parameters and properly incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek_ Is always required for stability and to prevent collapse wIth pos sie personal Injury and property damage. for general guidance regarding the fabrication,storage,deltvery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avdlable from Truss Plate insttlute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa-FL 33610 I Job Truss l Truss Type Qty 'Ply Riverside Homes-Merriman Resd-JB • T9334597 J160431• J25 1 Jack-Partial Girder 2 1 J Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:43 2016 Page 1 ID:vSalOZvCdjaOmzhnYBDGjeyn_8Z-HSDAlvsgu_PKt8u6aW 8YKm51QKCh46TfoYdhSWykx16 1 3.6.1 7-0-2 3-6-1 3-6-1 Scale=1:24.4 3IA 5.66F12- 9 .66 129 3x4 2 I •, 10 11 4 3x8 11 7-0-2 7-0-2 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 4-7 >641 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.30 4-7 >274 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.08 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 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=266/0-7-0,3=173/Mechanical,4=94/Mechanical Max Horz 1=94(LC 8) Max Uplift 1=-38(LC 8),3=-90(LC 8),4=-9(LC 8) Max Gray 1=266(LC 1),3=173(LC 1),4=127(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-352/58 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;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 38 lb uplift at joint 1,90 lb uplift at joint 3 and 9 lb uplift at joint 4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 27 lb up at 1-5-0,and 72 lb down and 64 lb up at 4-2-15 on top chord,and 4 lb down and 7 lb up at 1-5-0,and 23 lb down and 15 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:9=-3(B)10=-4(B)11=-11(B) A WARNING-Ver/ty design paramatera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.10/032015 BEFORE USE. Ni• Design valid for use only with Mlleky connectors.Iris design is based oily upon parameters drown,and Is for an Indtvtdu l binding component,not a truss system.Before use,the hulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracbg 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 Miry card properly damage. For general guldaice regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Crltarb,055-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334598 J1604314 J26 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:43 2016 Page 1 ID:vSal OZvCdjaomzhnYBDGjeyn_8Z-HSDAlvsgu_PKt8u6aW 8YKm5mHKC L46TfoYdhSW ykx16 3-4-9 6-9-2 3-4-9 3.4.9 Scale:1/2'=1' 1 3 '1 5.66 I12 9 N 3x4 n 4 2 1 ' 11 j, �� 10 11 4 3x8 II 6-9-2 6-9-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.11 4-7 >710 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.26 4-7 >306 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.07 1 n/a n/a BCDL 10.0 ! Code FBC2014/TPI2007 Matrix-MSH 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=256/0-7-0,3=167/Mechanical,4=91/Mechanical Max Horz 1=91(LC 8) Max Uplift 1=-36(LC 8),3=-88(LC 8),4=-9(LC 8) Max Gray 1=256(LC 1),3=167(LC 1),4=122(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-332/56 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 girders)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 1,88 lb uplift at joint 3 and 9 lb uplift at joint 4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 27 lb up at 1-5-0,and 72 lb down and 64 lb up at 4-2-15 on top chord,and 4 lb down and 7 lb up at 1-5-0,and 23 lb down and 15 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:9=-3(B)10=-4(B)11=-11(B) 0 WARNING-Verify dation parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE Design valid for use only with Weld)connectors.Ibis design Is based only upon parameters shown.and Is for an Individual txAWng component.pxnent.not a Inas system.Before use,the building designer must verify the c>(,pllcoblity of design parameters raid l oPerty Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek• is always required for stability and to prevent collapse with possible personal i n,sy and property damage. Ior general guidance regarding the krtalcatlon,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-69 and SCSI Budding Component 6904 Parke East Bbd. Safely Information avcSlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexcndrla.VA 22314. Tampa,FL 33610 1 Job I Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB , T9334599 J160431. J27 Corner Jack 4 1 J I l Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 5 Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:44 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-IenZVFtIfHXBVITI8DIntze6lkgppZjol CNE?yykxl5 I 1.0.0 1-0-0 Scale=1:10.4 8.00 i12 2 _ 1 illOri e u � 8'MA 1 : ►t =. 3 3x4= 1-0-0 l ' 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 i Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 1 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 rVa n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH I Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 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=23/Mechanical,3=14/Mechanical Max Horz 1=19(LC 12) Max Uplift 2=-16(LC 12),3=-4(LC 12) Max Gray 1=37(LC 1),2=24(LC 17),3=19(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=4511;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpl=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 16 lb uplift at joint 2 and 4 lb uplift at joint 3. A WARNING-VorNy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AIN-7473 raw.10/732016 BEFORE USE ' Design valid for use only with Mllekh connectors.This design is Ixssed only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the appllcabllly of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent txrcldkig 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 Piny and property damage. For general guldasce regarding the Blvd. East Eaa fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSUlPtl Quality Criteria,DSB-89 and SCSI Bulking Component 690469P.Parke Est Safely Information available from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334600 1J1604314 J28 Corner Jack 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:45 2016 Page 1 I D:vSatOZvCdjaOmzhnYBDGjeyn_BZ-DrKxjauwabf 17S2VixBOPAAF77?jYOzyFs6oXOykx14 3-0-0 3-0-0 Scale=1:17.1 3 8.00 3x4 2 N • 101114,4 4 3x6 I 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 4-7 >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 ' i Rep Stress!nor YES WB 0.00 Horz(TL) 0.01 1 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 3-0-0 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=109/0-5-8,3=72/Mechanical,4=37/Mechanical Max Horz 1=56(LC 12) Max Uplift 3=-46(LC 12),4=-4(LC 12) Max Gray 1=109(LC 1),3=75(LC 17),4=52(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=24f1;eave=oft;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 46 lb uplift at joint 3 and 4 lb uplift at joint 4. • • A WARNING-V.dy dosign parematers end READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mr-7073 rev.10/0.3/2015 BEFORE USE. ' Design valid for use orgy with MI Lek F)connectors.Ills design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the bilking designer must verity the appllcablity of design parameters and property„corporate this design Into the overall• � [xaking design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary arid permanent bracing MiTek Is always requked for stablity and to prevent collapse with possible personal ktlrry and property damage. For general guidance regarding the Parka Est Blvd.kAxicatkxL storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI I Quane8904 a Quality Crgarla,DSB-89 and SCSI Building Compo nt Tampa.04 rkFEast 0 Safely Information available from Truss Plate Institute.218 N.Lee Street.Su to 312.Atexandrla.VA 22314. Job Truss Truss Type Qty Ply Riverside Homes-Merriman Resd-JB T9334601 J1604314 J29 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:45 2016 Page 1 I D:vSal OZvCdjaOmzhnYBDGj eyn_8Z-DrKxjauwQbf 17S2V ixB0PAAGs7ogY0zy Fs6oXOykx 14 3-0-0 3-0-0 Scale=1:17.1 21 8.00 12 ''r1 d v rn . N I N N 1 011111...44 3 3x4= LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.01 3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.01 3 >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:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 1=101/0.5-8,2=87/Mechanical Max Horz 1=57(LC 12) Max Uplift 2=-54(LC 12) Max Gray 1=101(LC 1),2=90(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;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.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7479 rev.70N3/2015 BEFORE USE. Design valid for use only with Milek8 connectors.This design Is based only upon parameters shown.and Is for an individual buNdkng component,not a truss system.Before use,the building designer must verity the appllcablity of design parameters<red property incorporate this design into the overall MiTek* [wiling design. Bractng Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadkng the Parke Est BNd. Fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSt/IPI l Quality Criteria.OSB-89 and BCSI Building Component 690469 P.FL Eaast 0 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss Truss Type Oty Ply Riverside Homes-Merriman Resd-JB T9334602 1J160431 4 J30 Jack-Partial Girder 1 1 L i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Aug 23 14:57:46 2016 Page 1 ID:vSalOZvCdjaomzhnYBDGjeyn_8Z-h1 uJwwvYBvoukcdhFeiFyOjHKXE?HTD5UVsL3gykx13 3.4-9 { 6-9-2 3.4.9 3-4-9 Scale:1/2'=1' 31 i1 5.66 FI1 9 I N �, d 3x4 i v 2 1 .." lip e -.1114111 10 r� 4 3x8 I 6-9-2 6-9-2 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lou) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.11 4-7 >757 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.26 4-7 >314 180 BCLL 0.0 ' Rep Stress Inco NO WB 0.00 Horz(TL) 0.07 3 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH j 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=254/0-7-0,3=170/Mechanical,4=85/Mechanical Max Horz 1=91(LC 8) Max Uplift 1=-35(LC 8),3=-92(LC 8),4=-3(LC 8) Max Gray 1=254(LC 1),3=170(LC 1),4=123(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-328/57 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24f1;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 35 lb uplift at joint 1,92 lb uplift at joint 3 and 3 lb uplift at joint 4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 27 lb up at 1-5-0,and 80 lb down and 76 lb up at 4-2-15 on top chord,and 4 lb down and 7 lb up at 1-5-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:9=-10(F)10=-4(F) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. ' Design vdld for use only with Milekns connectors.Ids design Is bused only upon parameters shown-and Is for an Individual butding component-not a truss system.Before tee,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek' bolding design. Brachg indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing Is always required for stability and to prevent collapse with possible personal hksy and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery.erection and tracing of trusses and truss systems,seeANSt/1PI1 Quality Cdteda,DSB-09 and BCSI Building Component Tampa.FL 33610 Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. ♦ If 02 p D dk p7 U) (2)2 z m r- -[ . N Q D D o W `rt m II ' ' •* m 1 N ,AW 4. N ,/ ! L'r 0 m D n o N � =0D(° nD � z � mz E �� -.(O OQ -c-6 ,'"; � X0G1 QP Un: flU N �1�c cy A mo Try -.< x n y < O m 3 N c'-Q O O 0 Q D m D (0 • 3 --g �Q� O D o -0° o-aco 7- o,,°-% (D �C, �a .1 Nma oao = o moDmQ Q� Qmo a 0 (- 00 am �6 O— 7003 am p-m 3cyuy3� `^ c00 -.- 00 D (D (500 06� Z Q ] ( ] •m 00a • o (D 6(1; o V_ yKoOQOO N0-J , 5 _o3 Qo-ao 5' moo 3 ° a°5Q?_ D 0mmc�2;0 oma• 7 0-°.0 ma-0 ° K -' o ii QO •3m � _� °. ' 9'ii: O • 3- a mQ3 � � j��.� � p7 `" 0 Q a 7 (D 00 y Q -,- (f) "j Q OC 6j OQ (VD < P p '< �ap 30 D m CD (n r ~ -I m m v z n ±'>,.`--; A TOP CHORD m c m c c .moi co %, .Z7 cm m O 0 ^.3 (4,' co w� OO Ko x _ m CS(5 6 v' (n O- m D °°A mc? r l0 N'7 (� j_N OW C Pot") . .0> C -)i C7 D A (co • Q II Q'W(1)6 (Q m7 O (n <mn) N D yr v ma' (naimQAm A z < 3ZT �• IiI1 4�,mD A MIMI (p.7 7 m N m -r �` , /� �, m sz m Q Wcu 51) Q. co z OA o° -4. V D O n 7 ` 7_, 0 ° < (Q "0 N n (�x' O . ti n CU m Q < Z m Om b IlliV ! 5:), E(n O CP ® A v7, < m 5 TOP CHORD _, _ - N0 Co ."4 !a• 9, .c. 5...., !,) 7' 0 "TI pp> O :D 5 v P N d W N 7. O 0 Q D y0� vmc g °� n Q .-I 5r gv 06() cj H 4. ° () gv flmz �3£ c °'D N 0�0 - 0 .<< O< gj.<N'H (°Q. �_me m ( 'C� o 0 N» o0 3 m° Crao v c--.-,-,(T) .£ -.9 0 ° < n 0 =: Q Qac mil m Q m O O <° y Q O 3 (D 0 0) !O c ° -0 CQ 6 LQ 4e0 03 a c a. 0° -a m a o_. .,v Xm o4 omN , 'm.$ m 077,,,5 0,7 (D O 0 �c �m (0�� p oo °o a 0 °�. 70 m, 0� 33 cu3 m mm�. - cQvp(0 xO -n /� °m 7� 56 ° O° 0 p� �� m� �O� m� cmD� m� 6j may Q a,c� 3 O'6 O \V �(D < m 3 R a o o 05 a Jc 4 ma �, < m :W m~ Qg '� m '< 3 R ,mm m Dm D.o (�D -g c ?Q gy�4. 0. Ac yg 0 ego 05 5m m 5.0°Qa -, N O mQ (c -h o 0 'N 5(D om o0 3Q 0( o°' oQ Q ox °m2 0.E e,Q• Qa `_0 p n .o j ! H_ ll Qf. 6D(7 (�Z ED Qg_8R. pQ° ma cQ5 oa. ($gig m 33 a= <om �.� cppp m c(° °(� O a �(QD "1 g mm 7 0 8 000 'tb'°. m 4. £N DSO < O N 0 (Ds.° 7 0 0 Q c m N-•0 m H 6 (D 6 0 NN m (Q _ 0. H O(p. O 7 c cc*a-, (Q° 'O(0 ' 7 °.O•O NQ - 2 D Q o D a a m 2E; ° m �°0 mH Qo Za i) o. -20 6� M°< " C n To. 3m D � o o _v o _ /1 0 �0j O 0 a O (° 0° Q Y, m . Q �, 0'� (.$ m ° �. 3° a 5a 3s o6o0 o� v-o Q1 8 om ma -8m Qm C m- a o mo o a0 0 �o n £ 6 co N( 3 (� „$ y? o 37 o 'm 33 oQ a • (1). 4.� a mQ el "m m(o (� c�. a m Qo m o� tiD a, £ °£ 06 m 2 Q y Q R o.H (0o 3 a m D(o m 3- co �n am �`- o p Q °� �m m Q ° m mQ ! Z O Q m O`Q o c- 3 y O (D 3 G v m N I Builder: Job Information I Riverside Homes Job#: J160431 12276 San Jose Blvd.,Ste 120 ira Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney Designer: James Bratcher Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Merriman Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 08/24/16 1804 Atlantic Beach Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP I BOT LEFT I RIGHT LEFT RIGHT LEFT I RIGHT _ Ak�OSP�I. 1 8.00 0.00 A01 22-11-00 1 22-11-00 2 X 4 2 X 4 07-07-15 1 8.00 0.00 A02 22-11-00 22-11-00 2 X 4 2 X 408-05-09 ® 2 Ply 8.00 0.00 A03 22-11-00 22-11-00 2 X 4 2 X 6 FFI E COPY 08-05-09 ® 8 8.00 0.00 B01 14-00-00 1400-00 2 X 4 2 X 4 08-05-09 -- -.__.. ---- r ® 1 4.00 0.00 CO1 17-01-00 17-01-00 2 X 4 2 X 6 08-04-11 ® 4 4.00 0.00 CO2 17-01-00 17-01-00 2 X 6 2 X 6 08-04-11 ® 3 4.00 0.00 CO3 23-00-00 23-00-00 2 X 4 2 X 4 08-04-11 ® 1 4.00 0.00 C04 23-00-00 23-00-00 2 X 4 2 X 4 08-04-11 ® 1 4.00 0.00 Cos 11-00-08 11-00-08 2 X 4 2 X 4 07-11-05 ® 1 4.00 0.00 C06 11-00-08 11-00-08 2 X 4 2 X 4 07-07-07 ® 1 4.00 0.00 C07 18-04-00 18-04-00 2 X 4 2 X 4 07-07-07 ® 1 8.00 0.00 D01 14-05-00 14-05-00 2 X 6 2 X 4 0409-15 1 8.00 5.00 E01 32-10-08 32-10-08 2 X 6 2 X 4 10-11-12 4 8.00 5.00 E02 32-10-08 32-10-08 2 X 4 2 X 4 11-09-06 5 8.00 5.00 E03 32-03-08 32-03-08 2 X 4 2 X 4 11-09-06 1 8.00 5.00 E04 32-03-08 32-03-08 2 X 4 2 X 4 11-08-09 /� 1 8.00 5.00 E05 32-03-08 32-03-08 2 X 4 2 X 4 10-04-09 I ift 7 B. 1 8.00 5.00 E06 32-03-08 32-03-08 2 X 4 2 X 4 09-00-09 1 1 8.00 5.00 E07 32-03-08 32-03-08 2 X 4 2 X 4 07-08 09 1 8.00 5.00 E08 32-03 08 32-03 08 2 X 4 2 X 4 06-04-09 A v 1 8.00 0.00 E09 32-03-08 32-03-08 2 X 4 2 X 4 05-05-14 1 2.50 0.00 GO1 11-11-00 11-11-00 2 X4 2 X 4 01-09-01 1 1 2.50 0.00 G02 11-11-00 11-11-00 2 X4 2X 4 02-02-01 Builder: Job Information Riverside Homes Job#: J160431 12276 San Jose Blvd., Ste 120 File#: Jacksonville, FL 32233 (904)503-7055 (Ira Salesman:Scot Burney Designer: James Bratcher Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Merriman Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 08/24/16 1804 Atlantic Beach Drive -' Del. Date: / / Atlantic Beach, FL 32233 I Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP I BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT I RIGHT LEFT I RIGHT 1 8.001 0.00 H01 18-08-08 118-08-08 2 X 4 2 X 4 I 1 i 1 06-05-12 ® 1 8.00 0.00 H02 18-08-08 18-08-08 2 X 4 2 X 4 07-03-06 ® 13 8.00 0.00 H03 19-04-08 19-04-08 2 X 4 2 X 4 07-03-06 ® 1 8.00 0.00 H04 19-04-08 19-04-08 2 X 4 2 X 4 06-09-14 ® 1 8.00 0.00 H05 19-04-08 19-04-08 2 X 4 2 X 4 05-05-14 1 8.00 0.00 H06 19-04-08 19-04-08 2 X 4 2 X 6 04-01-14 2 5.66 0.00 J01 05-01-08 05-01-08 2 X 4 2 X 4 03-02-14 Q 2 5.66 0.00 J02 04-10-08 04-10-08 2 X 4 2 X 4 03-01-07 ILS® 8.00 0.00 J03 02-00-00 02-00-00 2 X 4 2 X 4 02-01-14 L 9 8.00 0.00 J04 03-08-00 03-08-00 2 X 4 2 X 4 03-03-03 g 2 8.00 0.00 J05 01-00-00 01-00-00 2 X 6 2 X 6 01-05-14 1 5.66 0.00 J06 09-07-01 09-07-01 2 X 4 2 X 4 05-04-02 deg'® 1 5.66 0.00 J07 08-04-01 08-04-01 2 X 6 2 X 4 05-05-08 (� 1 8.00 0.00 J08 01-06-00 01-06-00 2 X 4 2 X 4 02-09-14 Z 1 8.00 0.00 J09 05-00-00 05-00-00 2 X 4 2 X 4 04-01-14 Z 1 8.00 0.00 J10 03-00-00 03-00-00 2 X 4 2 X 4 02-09-14 G 1 8.00 0.00 J11 05-00-00 05-00-00 2 X 4 2 X 4 04-01-14 L 4 8.00 0.00 J12 07-00-00 07-00-00 2 X 4 2 X 4 05-05-14 EIE 1 1.77 0.00 J13 07-00-02 07-00-02 2 X 4 2 X 4 01-08-15 igial 1 1.77 0.00 J14 06-09-02 06-09-02 2 X 4 2 X 4 01-08-08 2 2.50 0.00 J15 01-00-00 01-00-00 2 X 6 2 X 4 00-11-01 2 2.50 0.00 J16 03-00-00 03-00-00 2 X 4 2 X 4 01-04-01 1003- 1 4 2.50 0.00 J17 05-00-00 05-00-00 2 X 4 2 X 4 01-09-01 Builder: Job Information Riverside Homes Job#: J160431 File#: 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 (904)503-7055 re'191 Salesman:Scot Burney Designer: James Bratcher Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Merriman Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 08/24/16 1804 Atlantic Beach Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP I ROT LEFT RIGHT LEFT I RIGHT LEFT I RIGHT 2 5.66 0.00 J18 04-07-13 04-07-13 2 X 4 2 X 4 03-02-14 2 5.66 0.00 J19 04-04-13 04-04-13 2 X 4 2 X 4 03-01-07 e/ 4 8.00 0.00 J20 01-08-00 01-08-00 2 X 4 2 X 4 02-01-14 L.� 7 8.00 0.00 J21 03-04-00 03-04-00 2 X 4 2 X 4 03-03-03 gel::/ 1 8.00 0.00 J22 05-00-00 05-00-00 2 X 4 2 X 4 02-09-14 9 L 4 8.00 0.00 J23 05-00-00 05-00-00 2 X 4 2 X 4 04-01-14 1 Z// 1 8.00 0.00 J24 05-00-00 05-00-00 2 X 4 2 X 6 04-01-14 2 5.66 0.00 J25 07-00-02 07-00-02 2 X 4 2 X 4 04-01-08 - /� 1 5.66 0.00 J26 06-09-02 06-09-02 2 X 4 2 X 4 04-00-02 15 4 8.00 0.00 J27 01-00-00 01-00-00 2 X 6 2 X 6 01-05-14 le 3 8.00 0.00 J28 03-00-00 03-00-00 2 X 4 2 X 4 02-09-14 (6// 1 8.00 0.00 J29 01-04-00 01-04-00 2 X 6 2 X 6 02-09-14 L 1 5.66 0.00 J30 06-09-02 06-09-02 2 X 4 2 X 4 04-00-02 /MN 1 8.00 0.00 K01 12-01-00 12-01-00 2 X 4 2 X 4 04-01-14 ® 9 8.00 0.00 K02 12-01-00 12-01-00 2 X 4 2 X 4 04-10-03 ® 2 8.00 0.00 K03 12-01-00 12-01-00 2 X 4 2 X 4 04-10-03 FLOOR I QTY', DEPTH BASE 0/A END TYPE INT BEARING CANTILEVER STUB I PROFILE PLY ID SPAN SPAN LEFT ',RIGHT SIZE I LOCATION LEFT I RIGHT LEFT I RIGHT ® 01-08-00 E 3 1 F01 19-03-12 19-03-12 ® 01-08-00 r 3 1 3 F02 19-03-12 19-03-12 ® 01-08-00 r 3 4 F03 19-03-12 19-03-12 OWINI■■1 01-08-00 r DI 1 F04 11-08-08 11-08-08 01-08-00 2 F05 06-09-00 06-09-00 Builder: ': Job Information i Riverside Homes Job#: J160431 12276 San Jose Blvd., Ste 120 ira Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney Designer: James Bratcher Manning Building Supplies PAGE 4 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Merriman Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 08/24/16 1804 Atlantic Beach Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: FLOOR QTY DEPTH BASE 0/A END TYP INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE I LOCATION LEFT RIGHT LEFT I RIGHT I 01-08-00 2 F06 06-09-00 06-09-00 r 3 01-00-00 '����� 01-06 00 1 F07 07-03-08 07-03-08 E 3 01-08-00 ,- �`� 1 Fog 07-03-08 07-03-08 ® 01-08-00 1 F09 19-03-12 19-03-12 E 3 01-00-00 ® 01-08-00 6 F10 19-03-12 19-03-12 r ��3 01-00-00 1 01-08-00 ® 2 Ply F11 19-03-12 19-03-12 r 3 01-00-00 ® 101-08-00 F12 01-08-08 01-08-08 L 3 01-08-00 ® 10 F13 12-00-04 12-00-04 r 3 ® 01-08-00 C 3 1 F14 12-00-04 12-00-04 ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 39 Hanger HTU26 t- 1 Hangers MIT420 00-00-00 2 Hanger THA426