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1722 MARITIME OAK DR - TRUSSES titititi• mit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek,, RE: J160527 - RiverSide Homes/Key Largo/JK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Riverside Homes Project Name: Key Largo Model: Lot/Block: 115 Subdivision: ABCC Address: 1722 Maritime Oak Drive City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Floyd S. Simpson License #: FL PE# 50791 Address: 11481 Old St. Augustine Rd #202 City: Jacksonville State: Florida 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 61 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 is it de sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rukt, E o w o C C L 5 W Q w „, O r „ e ~ J No. Seal# Truss Name Date No. Seal# Truss Name Date o o L o a, o 1 T9667948 F01 10/14/1622 T9667969 B02 10/14/16 E c E o 2 T9667949 F02 10/14/1623 T9667970 303 10/14/16 0 - o o z v 3 T9667950 F03 10/14/1624 T9667971 604 10/14/16 � a o ' z z LL 4 T9667951 F04 10/14/1625 T9667972 305 10/14/16 0 o E. a s 2 5 T9667952 F05 10/14/1626 T9667973 B06 10/14/16 r Lti g a ri, O p 6 T9667953 F06 10/14/1627 T9667974 B07 10/14/16 w e 3 °` s "" 7 T9667954 F07 10/14/1628 T9667975 B08 10/14/16 5o a> 0 0 0 �;o 8 T9667955 F08 10/14/1629 T9667976 001 10/14/16 -- o E Z; 9 T9667956 F09 10/14/1630 19667977 CO2 10/14/16 oo 10 T9667957 F10 10/14/1631 T9667978 CO3 10/14/16 z a a Z z cc N 11 T9667958 F11 10/14/1632 T9667979 C04 10/14/16 c o 2 N P w z 12 T9667959 F12 10/14/1633 T9667980 005 10/14/16 13 T9667960 F13 10/14/1634 19667981 C06 10/14/16 0 c,o 0 o Z c z'u- 14 14 19667961 FG01 10/14/1635 T9667982 007 10/14/16 a d Cl) o z 15 T9667962 A01 10/14/1636 T9667983 C08 10/14/16 0 °` ` 2 O oEF_ W - 16 T9667963 A02 10/14/1637 T9667984 D01 10/14/16 N o =a N o 'o a c a Z 17 T9667964 A03 10/14/1638 T9667985 D02 10/14/16 -'d cca. n ol 18 T9667965 A04 10/14/1639 T9667986 003 10/14/16 W , ' . Z e 19 T9667966 A05 10/14/1640 T9667987 D04 10/14/16 a.a �. 0 0 m i 20 T9667967 A06 10/14/1641 T9667988 005 10/14/16 21 T9667968 B01 10/14/1642 T9667989 E01 10/14/16 The truss drawing(s)referenced above have been prepared by MiTek �QUIN ow 1 �����/,' USA,Inc. under Manning direct supervision based on the parameters ��� 4P�` • <<c�,���, provided by g Building Supplies. Truss Design Engineer's Name: Velez, Joaquin 0 68182 r. My license renewal date for the state of Florida is February 28,2017. ••:* IMPORTANT NOTE: The seal on these truss component designs is a certification * •• STATE OF :�/ that the engineer named is licensed in the jurisdiction(s)identified and that the Q41 designs comply with ANSI/TPI 1. These designs are based upon parameters ,�'(&'...4. O R c--‘‘'''..*. % shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 0s �/%,,� given to MiTek. Any project specific information included is for MiTek's customers �'t.S/ON A1-�-0 file reference purpose only,and was not taken into account in the preparation of if ����� these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer mown Velez PE No.68182 should verify applicability of design parameters and properly incorporate these designs i0ParkeUSA,Inc.sBlvd.FL Cert m66p4 into the overall building design per ANSI/TPI 1,Chapter 2. ;904 East Tampa FL 33610 October 14,2016 Velez,Joaquin 1 of 2 � r RE: J160527 - RiverSide Homes/Key Largo/JK Site Information: Customer Info: Riverside Homes Project Name: Key Largo Model: Lot/Block: 115 Subdivision: ABCC Address: 1722 Maritime Oak Drive City: Atlantic Beach State: FL No. Seal# Truss Name Date 43 T9667990 J01 10/14/16 44 T9667991 J02 10/14/16 45 T9667992 J03 10/14/16 46 T9667993 J04 10/14/16 47 T9667994 J05 10/14/16 48 T9667995 J06 10/14/16 49 T9667996 J07 10/14/16 50 T9667997 J08 10/14/16 51 T9667998 J08A 10/14/16 52 T9667999 J08B 10/14/16 53 T9668000 J08C 10/14/16 54 T9668001 J09 10/14/16 55 T9668002 J09A 10/14/16 56 T9668003 J09B 10/14/16 57 T9668004 J09C 10/14/16 58 T9668005 J10 10/14/16 59 T9668006 J10A 10/14/16 60 T9668007 J11 10/14/16 61 T9668008 J12 10/14/16 2 of 2 f Job Truss Truss Type Oty Ply RiverSide Homes/Key Largo/JK T9667948 J160527 F01 Floor Supported Gable 1 1 Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:57 2016 Page 1 ID:TgARfXIygNCwNc7zfc80SOyX9yN-zC2?WjYOCUFVBpxgz2b8g97GLbbNxj4bRj9gdoyToPm 0-1-8 1 1.0.4 I F t-2-8 I 1.2.8 II 1-2-8 11 1.2.8 11 1-2-8 II 1.2.8 II 1-2.8 I. 1.2.8 it t-2-8 11 1-6-8 1 1 1.2-7 I I 1.1-11 l Scale=1:32.6 1.5x4= 6x6= 6x6= 1 2 3 4 5 6 7 8 9 10 11 1212 13 14 15 1 •1/12, • .\[, ,. I I I --417,1-/- / g 1 I J •4 6x6= 15-2-4 6x6= 4x7 II 1.4.0I 2-8-0 4-0-0 5-4-0 I 6-8-0 I 8-0-0 I 9-4-0 I 10-8-0 12-0-0 13-4-0 I 15-0-12 17-9-5 I 19-2-12 1-4-0 1-4.0 1-4-0 1.4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-8-12 2.8.9 1.5.7 Plate Offsets(X,Y)-- (1:0-1-8,0-0-8],(17:0-3-0,Edge1 LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 . TC 0.28 Vert(LL) -0.01 18 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.01 17-18 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.37 Horz(TL) 0.00 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 I Matrix-SH Weight:158 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, Except: 10-0-0 oc bracing:29-30,18-19,17-18,16-17. REACTIONS. All bearings 15-2-4 except Qt=length)16=0-3-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)30 except 16=1397(LC 1),29=683(LC 1),28=569(LC 1), 27=630(LC 1),26=409(LC 1),25=1854(LC 1),24=1188(LC 1),23=924(LC 1),22=1025(LC 1),21=958(LC 1), 20=1033(LC 1),19=2417(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 15-16=-1215/0,13-14=-791/0,14-15=-907/0 BOT CHORD 18-19=0/791,17-18=0/907 WEBS 12-19=-840/0,2-29=-600/0,3-28=-568/0,4-27=-570/0,5-26=-570/0,6-25=-570/0, 7-24=-570/0,8-23=-569/0,9-22=-574/0,10-21=-549/0,11-20=-648/0,15-17=0/1327, 14-17=-488/0,13-18=0/464,13-19=-1368/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1473 lb down at 7-0-0 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 Uniform Loads(plf) Vert:24.30=-10,16-24=-321(B=-311),1-15=-428 Concentrated Loads(Ib) Vert:31=-1473(B) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:24.30=-10,16-24=-153(6=-143),1.15=-323 Continued on Dane 2 Is 1 ' I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERANCE PAGE M11-7473 rev.100312015 BEFORE USE. • Design valid for use only with Milekla connectors.This desr®n is based only urxm parameters shown,and is for an ktdMdual building component,not a taus system.Before use.the building designer must verily the applicablity of design teeters and properly incorporate this design Into the overall building design. Wacing Indk:ated B to prevent buckling of Indlvlduxll truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requked for stability and to prevent collapse with possible personal Injury and properly damage. For general guldance regarding the fabrication,storage.delivery,erect on and bracing of Busses and truss systems,seeANSI/TPI t Qualty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Corn Truss Plate Institute.218 N.Lee Street.Sutle 312.Alexandria.VA 22314. Tampa.FL 33610 i t h Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9667948 J160527 F01 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:58 2016 Page 2 ID:TgARtXIygNCwNc7zfc8QSOyX9yN-SObO)3Y1 zoNmoyW sXm6NMNIR5._xcgAKlgNuO9EyToPI LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:31=-677(B) 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:24-30=-10,16-24=-153(6=-143),1-12=-323,12-15=-243 Concentrated Loads(Ib) Vert:31=-677(B) 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:24-30=-10,16-24=-153(B=-143),1-12=-243,12-15=-323 Concentrated Loads(lb) Vert:31=-677(B) 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:24-30=-10,16-24=-153(B=-143),1-12=-323,12-15=-243 Concentrated Loads(Ib) Vert:31=-677(B) 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:24.30=-10,16-24=-153(B=-143),1.12=243,12-15=-323 Concentrated Loads(Ib) Veil:31=-677(B) t i 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mid 7473 rev.10U3/2015 BEFORE USE Design valid for use only with Nllek19 connectors.Ills 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 verify the applicability el design parameters and properly incorporate this design into the overall braiding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Addltlortal temporary and permanent bracing MiTek' is always required for stablity and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the 6904 Parke East BNd. Ictbricatkrr,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Qualify Criteria,DSB-E9 and SCSI Sulking Component Safely Information avciktie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tanya.FL 33610 4 Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9667949 J160527 F02 Floor 8 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:58 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-SOb0j3Y1 zoNmoyWsXm6NMNfJu_pKgAglgNuO9EyToPI 0-1-8 H �-- i 2-1-4 Scale:3/8'=l' 4x4= 1.5x4= 4x4= 1.5x4 II 3x6= 4x4= 4x7= 1 2 3 4 5 6 7 8 9 2°7". my \ / /x 11 T>?� 18 17 16 15 14 13 12 11 10 5x5= 4x4= 4x4= 5x5 19-2-12 I 19-2-12 Plate Offsets(X,Y)-- 11:Edge,0-1-81,19:0.3-0,Edge],120:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. I DE FL. in (loc) I/detl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.25 15-16 >899 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.37 15-16 >610 360 BCLL 0.0 Rep Stress Ina YES WB 0.35 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:108 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:14-15,13-14. REACTIONS. (lb/size) 19=1038/0-4-12,10=1044/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-1033/0,9-10=-1037/0,1-2=-833/0,2-3=-2072/0,3-4=-2848/0,4-5=-3175/0, 5-6=-3175/0,6-7=-2842/0,7-8=-2075/0,8-9=-831/0 BOT CHORD 17-18=0/1569,16-17=0/2560,15-16=0/3101,14-15=0/3175,13-14=0/3175,12-13=0/2552, 11-12=0/1572 WEBS 1-18=0/1220,2-18=-1168/0,2-17=0/800,3-17=-774/0,3-16=0/457,4-16=-409/0, 4-15=-187/473,9-11=0/1249,8-11=-1176/0,8-12=0/798,7-12=-758/0,7-13=0/524, 6-13=-696/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. • 5)CAUTION,Do not erect truss backwards. 1 Q WARNAVG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10103/2015 BEFORE USE. NT Design valid for use only with Milekty connectors.This design is based only upon i)uamoters shown.and Is for an individual building cornponent.not a truss system.Before use,the bu&9ng designer must verify the apt ticabillfy of design parameters and property incorporate this design Into the overall bulking design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addnornd temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general gu idcnce regarding the fabrk:atlon.storage,deiNery,erection and tracing of trusses and buss systems.seeANSI/IP11 Quality Criteria,05849 and SCSI Building Component 6904 Parke East Blvd. Saltily Information avc labie from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. _---- Tampa.FL 33610 I Job Truss !Truss Type Qty Ply i RiverSide Homes/Key Largo/JK j T9667950 'J160527 F03 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Thu Oct 13 14:39:59 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-wb9mxPZfk5VdQ6535TdcvaCVXOAmPcCuv1 exigyToPk 0-1-8 H I I I—._ 2-r}0 01_ __111-12 I ol Scale:318'=1 Truss is not designed to support concentrated loads at its cantilevered end(s). 4x4= 1.5x4= 3x4= 1.5x4 II 3x5= 6x12= 1 2 3 4 5 6 7 8 9 10 e Z e w e e 22 cn \- / 1 0 7 • 11111i••41L\ T 20 19 18 17 16 15 14 13 ' 11 5x5= 3x4= 1.5x4 11 3x5= 4x4= 6x6= 19-2-12 I — 11.3.0 l 12.2.121 18-7-0 18 .4 11-3-0 0.11.12 6-4-4 04-4 0-7-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[22:0-1-8,0-0-121 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.22 17-18 >987 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.34 17-18 >655 360 BCLL 0.0 Rep Stress lncr YES WB 0.33 Horz(TL) 0.05 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:112 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:16-17 6-0-0 oc bracing:12-13. REACTIONS. (lb/size) 21=1009/0-4-12,12=1072/0-3-8 Max Gray 21=1010(LC 3),12=1072(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-1005/0,1-2=-808/0,2-3=-2002/0,3-4=-2736/0,4-5=-3002/0,5-6=-3002/0, 6-7=-2737/0,7-8=-1999/0,8-9=-814/0 BOT CHORD 19-20=0/1521,18.19=0/2468,17-18=0/2963,16-17=0/3002,15-16=0/3002,14-15=0/2455, 13-14=0/1516 WEBS 9-12=-1123/0,1-20=0/1184,2-20=-1132/0,2-19=0/764,3-19=-740/0,3-18-0/425, 4-18=-370/0,4-17=-212/411,9-13=0/1172,8-13=-1114/0,8-14=0/768,7-14=-725/0, 7-15=0/527,6-15=-672/0,6-16=-116/283 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. I ©WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MilekII connectors.This design is based only upon parameters shown.and Is la an individual building component,not a truss system.B0138 use,the building designer must verity the appllcoblity of design parameters and properly incorporate this design Into the overall briding design. &acing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always regsired for stability and to prevent collapse with possible personal F*ey and properly damage. For general grids co regarding the fabrication,storage.delivery,erection and bracing of trusses and taus systems,seeANSI/IPIT Quality Criteria.DSB-89 and BCSI Binding Component 6904 Parke East Blvd. Safety Informaton avdlabte from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 a Job Truss Truss Type 'T Qty Ply RiverSide Homes/Key Largo/JK T9667951 J160527 F04 Floor Girder 1 1 ,Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:00 2016 Page 1 I D:TgARf XIygN Cw Nc7zfc8QSOyX9y N-Onj88kaHVPdU2Gg FeA9rRoIfYoV A81128hN V E6yToPj 0-1-8 H I 1.3.0 I I 2-0-0 110.9.12{ Scale=1:31.1 4x4= THA426 1.5x4= 4x4= 1.5x4 I I 3x4= 1.5x4 II 6x6= 1 2 3 4 5 6 7 8 9 22 10 • o f • V •21 i-\/ m • s 9 s s • 19 18 17 16 15 14 13 12 5x5= 4x4= 1.5x4 !I 3x4= 5x8= 11-3-0 12-0.121 18-8-4 11-3-0 '0-9-12 6-7-8 Plate Offsets(X,Y)-- 11:Edge,0-1-8],[21:0-1-8,0-0-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.20 16-17 >999 480 MT20 244/190 TCDL 10.0 ! Lumber DOL 1.00 ! BC 0.94 Vert(TL) -0.30 16-17 >748 360 BCLL 0.0 Rep Stress Inch NO i WB 0.49 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 1 Matrix-SH j Weight:106 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.1D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1031/0-4-12,11=1518/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1026/0,10-11=-1509/0,1-2=-827/0,2-3=-2056/0,3-4=-2820/0,4-5=-3137/0, 5-6=-3137/0,6-7=-2942/0,7-8=-2251/0,8-9=-1182/0,9-10=-1182/0 BOT CHORD 18-19=0/1557,17-18=0/2538,16-17=0/3069,15-16=0/3137,14-15=0/3137,13-14=0/2689, 12-13=0/1788 WEBS 1-19=0/1212,2-19=-1160/0,2-18=0/792,3-18=-765/0,3-17=0/449,4-17=-397/0, 4-16=-159/461,10-12=0/1733,9-12=-548/0,8-12=-934/0,8-13=0/736,7-13=-695/0, 7-14=0/497,6-14=-597/19 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. 5)Use Simpson Strong-Tie THA426(Single Chord Girder)or equivalent at 17-9-0 from the left end to connect truss(es)to front face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:11-20=-10,1-10=-100 Concentrated Loads(lb) Vert:22=-527(F) 0 WARNING-yadly design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7073 rev.10103/2015 BEFORE USE. mil Design valid for use only with Mllek*v1 connectors.Ids design is Lased only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addfiond temporary and permanent bracing MiTek' is always required tot stability and to prevent collapse with possible personal Injury and property damage. For general gtidasce regarding the fabrication,storage,delivery.erection and tracing of trusses and thus systems.seeANSI/lP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdkt le from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 e a I Job Truss Truss Type Ory Ply RiverSide Homes/Key Largo/JK I T9667952 1 J160527 F05 Floor 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:00 2016 Page 1 I D:TgARfXlyq N CwNc7zfc8QSOyX9yN-O nj88kaH V Pd U2GgF eA9rRolfgoXl83f28h NVE6yToPj 0-1-8 H I 1-3-0 I 1 2-0-0 1-1-4 , Scale=1:29.2 4x4= 1.5x4= 3x4= 1.5x4 II 1.5x4 II 4x4= 4x7= 1 2 3 4 5 6 7 8 9 o , AW a& /64 \ Ni MO 19.E % N - / 711411\7 1 + lir \Iiirir \‘‘Ir \ e• 17 16 15 14 13 12 11 10 4x4= 3x4= 4x4= 4x4= 11-3-0I 17-7-4 11.3.0 6-4-4 Plate Offsets(X,Y)-- [1:Edge,0.1-8],[9:0-3.0,Edge],113:0-1-8,Edgel,119:0.1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.20 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 ' Vert(TL) -0.30 14-15 >695 360 BCLL 0.0 Rep Stress Ina YES WB 0.32 Horz(TL) 0.04 10 ilia n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SHi Weight:98 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.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=948/0-4-12,10=954/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-944/0,9-10=-952/0,1-2=-754/0,2-3=-1846/0,3-4=-2487/0,4-5=-2599/0, 5-6=-2599/0,6-7=-2599/0,7-8=-1831/0,8-9=-758/0 BOT CHORD 16-17=0/1417,15-16=0/2264,14-15=0/2659,13-14=0/2599,12-13=0/2254,11-12=0/1421 WEBS 1-17=0/1104,2-17=-1052/0,2-16=0/682,3-16.663/0,3-15=0/355,4-15=-285/0, 4-14=-304/299,9-11=0/1139,8.11=-1052/0,8-12=0/651,7-12=-672/0,7-13=0/755, 6-13=-430/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE. MI• Design valid for use only with Mtltek5 connectors.Ibis dodge is based only upon parameters shown.and is lot an txtivldual building component,not a truss system.Ele re use,than building designer must verify the atplicrt1lty rsr of design Ixxaeters and properly irscorporate this design Into the overall 1 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 Inns systems,seeANSI/TPI1 Quality Criteria.DSB-89 and SCSI BuIMing Component 6904 Parke East Blvd. I Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 a .1 Job Truss Truss Type /Qty Ply RiverSide Homes/Key Largo/JK ! T9667953 J160527 F06 Floor Girder Li 1 1 I_____ Job Reference(optional 1 Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:01 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-szHW L4bvGjILIQERCug4_.?Hg1CrPtUHBML72mZyToPi 0-1-8 H I t-3.0 I 2-0-0 I C Scale=1:31.1 4x4= THA426 1.5x4= 4x4= 1.5x4 II 3x4= 1.5x4 II 6x6= 1 2 3 4 5 6 7 8 9 22 10 21 %NZ\ o \/\F oro .. _\/ \/ /7 19 18 17 16 15 14 13 12 5x5= 4x4- 1.5x4 H 3x4= 5x8= 11-3-0 12-0-12. 18-8-4 I 11-3-0 10-9-12' 6-7-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[21:0-1-8,40-12] I LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.79 Vert(LL) -0.20 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 I BC 0.94 Vert(TL) -0.30 16-17 >748 360 - BCLL 0.0 Rep Stress Incr NO I WB 0.49 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 1 Matrix-SH I Weight_106 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1031/0-4-12,11=1518/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1026/0,10-11=-1509/0,1-2=-827/0,2-3=-2056/0,3-4=-2820/0,4-5=-3137/0, 5-6=-3137/0,6-7=-2942/0,7-8=-2251/0,8-9=-1182/0,9-10=-1182/0 BOT CHORD 18-19=0/1557,17-18=0/2538,16-17=0/3069,15-16=0/3137,14-15=0/3137,13-14=0/2689, 12-13=0/1788 WEBS 1-19=0/1212,2-19=-1160/0,2-18=0/792,3-18=-765/0,3-17=0/449,4-17=-397/0, 4-16=-159/461,10-12=0/1733,9-12=-548/0,8-12=-934/0,8-13=0/736,7-13=-695/0, 7-14=0/497,6-14=-597/19 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. 5)Use Simpson Strong-Tie THA426(Single Chord Girder)or equivalent at 17-9-0 from the left end to connect truss(es)to back face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-10=-100 Concentrated Loads(ib) Vert:22=-527(8) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.I&U3/201S BEFORE USE. Design valid for use only with MilekV connectors.this design Is based only ufxrn parameters shown.and is for an Individual building component.nent.not i a truss system.Before use.the braiding<resigrner must verity the app licat�Uty of design Fararneters and property hcortxxate this design Into the overall biding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Ad<itlond temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabication,storage.delivery,erection and tracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available horn less Plate Institute.218 N.Lee Sheet.Site 312,Alexandria.VA 22314. Tampa,FL 33610 a Job Truss Truss Type Oty Ply Riverside Homes/Key Largo/JK T9667954 J160527 F07 Floor 3 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:02 2016 Page 1 I D:TgARfXIygNCwNc7zfc8QSOyX9yN-K9ruZQbX 10tCHapembBJXCgomcBPczyKb_sbl?yToPh 0.1.8 1-3-0 2-0-0 0-11-4 H I I f I-- i Scale=1:31.4 4x4= 4x4= 1.5x4= 3x4= 1.5x4 I I 3x4= 1.5x4 1 2 3 4 5 6 7 8 9 • A \‘. 21 • -I \ / ra- aqo 18 17 16 15 14 13 12 11 5x5= 3x4= 1.5x4 II 3x4= 5x5= 1-6-0 4-0-0I 6-6-0 I 9.0.0 12-2-4 I 14-8-4 17-2-4 I 18-8-4 ' 1-6-0 2-6-0 2-6-0 2-6-0 3-2-4 2-6-0 2-6-0 1.6.0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],19:0-1-8,Edgel,)20:0-1-8,0-0-121,121:0-1-8,0-0-12] LOADING (psi) SPACING- 2-0-0 CSI. ( DEFL. In (hoc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.22 15-16 >989 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 � BC 0.96 Vert(TL) -0.34 15-16 >656 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix•SH — Weight:104 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:14-15. REACTIONS. (lb/size) 19=1008/0-4-12,10=1008/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-1003/0,9-10=-1002/0,1-2=-807/0,2-3=1997/0,3-4=-2727/0,4-5=-2988/0, 5-6=-2988/0,6-7=-2731/0,7-8=-1997/0,8-9=-807/0 BOT CHORD 17-18=0/1518,16-17=0/2461,15-16=0/2952,14-15=0/2988,13-14=0/2988,12-13=0/2446, 11-12=0/1522 WEBS 9-11=0/1182,1-18=0/1182,8-11=-1135/0,2-18=-1129/0,8.12=0/755,2-17=0/761, 7-12=-714/0,3-17=-737/0,7-13=0/529,3-16=0/422,6-13=-673/0,4-16=-367/0, 6-14=-118/290,4-15=-212/407 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. t, 1 ©WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/O015 BEFORE USE. 11111 Design valid for use only with MnekS 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 verity the applk:ablity of design parameters and properly incorporate Mk.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 i iury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.SneANSI/TPI I Quality Crtterla,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 a Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9667955 J160527 F08 GABLE 1 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:02 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-K9ruZQbX1 OtCHapembBJXCgAEcPCc2sKb_sbl?yToPh 0-,,-1 0- 8 Scale=1:31.1 3x3= 3x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 4i \ • _ I ab ♦ • '. .a s s a V a 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x3= 3x3= 3x3= 3x3= 1-4-0i 2-8-0 4-0-0 I 5-4-0 6-8-0 i 8-0-0 9-3-14 10-7-12 11-11-12 I 13-3-12 14-7-12 i 15-11-12 17-3-12 18-7-12 i 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-3-14 1-3-14 1-4-0 1-4-0 1-4.0 1.4.0 1-4-0 1-4-0 Plate Offsets(X,Y)-- (31:0-1-8,0.0.121,(32:0-1-8,0-0-121 ----- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) rVa - ri/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 � BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES I. WB 0.02 Horz(TL) -0.00 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:96 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(tlat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(tlat) 10-0-0 oc bracing:29.30,16-17. REACTIONS. All bearings 18-7-12. (lb)- Max Gray All reactions 250 lb or less at joint(s)30,16,23,17,18,19,20,21,22,29,28,27,26,25,24 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 is, A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.10/0312015 BEFORE USE. Design valid for use only with Weida connectors.lhls design Is txisod only upon parameters shown.and Is for di Individual txldirrg component,not a truss system.Before use,the building designer must verify the applicability of design paraneters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Inns web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always rectuked for stability and to prevent collapse with possible personal hlray and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Ctuatity CrBatla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from truss Plate Institute.218 N.Lee Sheet,Sale 312.AlexandrIa.VA 22314. 1 Tempe.FL 33610 Job Truss Truss Type • Qty Ply RiverSide Homes/Key Largo/JK T9667956 J160527 F09 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:03 2016 Page 1 I D:TgARIXIygNCwNc7z1c8QSOyX9yN-oM PHmmc9oK?3vkOgKJiY3QNBA?X5LRIUgec9rRyToPg 0-1-8 H I 1-3-0 p-6-9 2-1-0 Scale=1:31.3 4x4 1.5x4= 4x7= 3x4= 1.5x4 I I 1.5x4= 1 2 3 4 5 6 7 8 9 121 NII W. .e ..■ — 4<T Arm_--------4X4 8.7-8-------- ----------- 3x4{= 1.5x4 II 4x4= 4x4= 2-1-0 2-0-0 1-6-0 -11-i1 3-6-0 6.0.0 8.6-0 l 12-1-0 l 14-7-0 -_--_1 17-1-0 18-7-0 . . 1-6-0 0.5.8 1-5-0 2-6-0 2-6-0 3-7-0 2-6-0 2-6.0 1.6.0 0-0-8 0-1-0 Plate Offsets(X,Y)-- [9:0-1-8,Edgel,[10:Edge,0-1-81,[15:0-1-8,Edgel,[21:0-1-8,0-0-121,122:0-1-8,0.0-12] I � LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.15 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.23 13-14 >839 360 BCLL 0.0 Rep Stress lncr NO WB 0.30 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:107 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:19-20,18.19,17-18. REACTIONS. (lb/size) 10=2133/0-1-8,18=1329/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-1506/0,2-3=-475/125,3-4=-1495/0,4-5=-2210/0,5-6=-2210/0,6-7=-2146/0, 7-8=-1662/0,8-9=-697/0 BOT CHORD 18-19=-339/0,17-18=-335/0,16-17=0/1100,15-16=0/1894,14-15=0/2210,13-14=0/2210, 12-13=0/2016,11-12=0/1292 WEBS 1-19=-356/0,2-19=0/286,9-11=0/993,8-11.945/0,8-12=0/588,7-12=-563/0, 7-13=0/308,6-13=-330/162,2-18=-1281/0,2-17=0/1056,3-17=-994/0,3-16=0/642, 4-16=-653/0,4-15=0/705,5-15=-349/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)385 lb down at 18-4-12 on top chord,and 622 lb down at 18-5-8 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:10-20=-10,1-9=-100 Concentrated Loads(Ib) Vert:10=-622(F)1=-180 9=-655(F=-385) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-20=-10,1-9=-100 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447(F=-177) Continued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.1003/201S BEFORE USE. Design vdk]for use only with Mllekt connectors.This design k based only upon parameters shown,and Is for an tldlvkku l building component.not tut a truss system.Before use,the Wilding designer must verify the applicability of design parameters and properly Incorporate this design n10 the overall building design- Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required tor stablity and to prevent collapse with possible personal Inlay and property damage. for general guidance regarding the fabrication,storage.delivery.erection and bracing of Trusses and truss systems.seeANSI/TPtI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute.218 N.Lee Street.Suite 312.Atexandrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T96679561 J160527 F09 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:03 2016 Page 2 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-oM PHmmc9oK?3vkOgKJIY3QNBA?XSLRI Ugec9rRyToPg LOAD CASE(S) Standard 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-20=-10,1-2=-100,2-9=-20 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447(F=-177) 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-20.10,1-2=-20,2-9=-100 Concentrated Loads(Ib) Vert:10=-286(F)1=-1809=-447(F—177) 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-20=-10,1-2=-100,2-9=-20 Concentrated Loads(Ib) Vert:10=286(F)1=-leo 9=-447(F=-177) 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-20=-10,1-2=-20,2-9=-100 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447(F=-177) 7)1st chase Dead+Floor Live(unbalanced):Lumber increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-20=-10,1-2=-20,2-6=-100,6-9=-20 • Concentrated Loads(Ib) Vert:10=-286(F)1=-1809=-447(F=177) 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-20.10,1-2.100,2-5=-20,5-9=-100 Concentrated Loads(Ib) Vert:10=-286(F)1=-1809=-447(F—177) 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-20=-10,1-2=-20,2-6=-100,6-9=-20 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447(F=-177) 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-20=-10,1-2=-100,2-5=-20,5-9=-100 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447(F=-177) WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10iO3l2016 BEFORE USE. • Design valid for use only with Mlleke connectors.This design Is based only upon rxaameters shown,and Is for an Individual brulldtng component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always requked for stability and to prevent collapse with possible personal briny and property damage. For general guidance regarding the fabrk:atkm,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 available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 • • Job I Truss Truss Type 1 Qty I Ply RiverSide Homes/Key Largo I JK 79667957 J160527 F10 FLOOR 1 1 Job Reference(optional) Manning Building Supplies,Jaksonvlle,FL 8.010 s Aug 27 2016 MiTek Industries.Inc. Fri Oct 14 08:20:45 2016 Page 1 ID:TgARD(lyciNCwNc7zfc8QSOyX9yN-S?Pnz52rnMFLI7BZ8WzHZ7yelopHZZBS_2KDJyTZIW 0-1-8 H I 1-3-0 0-6-q I I 2-1-0 { 0-,1r8 Scale=1:31.0 4x4= 1.5x4= 4x7= 3x4= 1.5x4 I I 1.5x4= 1 2 3 4 5 6 7 8 9 e' e • 1121 _ 22 .11 111 \ Iv i • ; I >6t 1 • -\/AL./ . o 19 • 17 16 15 14 13 12 11 4x4= 4x4= 3x4= 1.5x4 II 4x4= 4x4= 1-11-8 8-6-0I 18-7-0 -- I 1.11.8 6-6-8 10-1-0 Plate Offsets(X,Y)-- (9:0-1-8,Edge),(10:Edge,0-1-8),(21:0-1.8,0.0.121,(22:0-1.8,0-0-12) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.15 13-14 >999 480 I MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.23 13-14 >865 360I BCLL 0.0 Rep Stress incr NO WB 0.31 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:107 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1 D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:19-20,18-19,17-18. REACTIONS. (lb/size) 20=-273/0-3-8,10=2099/0-2-12,18=1635/0-3-8 Max Uplift 20=445(LC 7) Max Gray 20=188(LC 8),10=2099(LC 1),18=1683(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 20-21=-181/456,1-21=-180/456,10-22=-1473/0,9-22=-1472/0,1-2=0/617,2-3=-317/272, 3-4=-1148/0,4-5=-1971/0,5-6=-1971/0,6-7=-1973/0,7-8=-1562/0,8-9=-666/0 BOT CHORD 18-19=-891/0,17-18=-882/0,16-17=0/722,15-16=0/1591,14-15=0/1971,13-14=0/1971, 12-13=0/1886,11-12=0/1225 WEBS 2-18=-1613/0,1-19=-924/0,2-190/720,9-11=0/937,8-11=-889/0,3-17=-1044/0, 8-12=0/536,7-12=-515/0,4-16=-705/0,2-17=0/1108,3-16=0/680,4-15=0/651, 5-15=-325/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 445 lb uplift at joint 20. 5)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. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)622 lb down at 18-5-8 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 Uniform Loads(pif) Vert:10-20=-10,1-9=-100 Concentrated Loads(Ib) Vert:10=-622(F)1=-180 9=-655 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-20=-10,1-9=-100 wnur IUCD VII Naya c I / A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.101032015 BEFORE USE. ig• Design valid for use only with We're connectors.This design Is based only upon parameters shown,and is tel cin individual building component,not a truss system.Before use,the building designer must verily tire applicability of design ixxameters and properly Incorporate this design into the overall trading design. Bracing Indicated Is to prevent buckling o1 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 gukiance regarding the tabricatkxn,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salary Information available from Truss Pate Institute.218 N.Lee Street.Suite 312,Atexandrfa.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Riverside Homes/Key Largo/JK T9667957 J160527 F10 FLOOR 1 Job Reference(optional) Manning Building Supplies,Jaksonville.FL 8.010 s Aug 27 2016 MtTek Industries.Inc. Fri Oct 14 08:20:45 2016 Page 2 I D:TgARtXIygNCwNc7zfc8QSOyX9yN-S?Pnz52_rnMFL17BZ8W zHZ7yelopHZZBS_2KDJyTZIW LOAD CASE(S) Standard Concentrated Loads(lb) Vert:10=-286(F)1=-180 9=-447 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=-10,1-2=-100,2-9=-20 Concentrated Loads(Ib) Vert:10=-286(F)1.180 9=-447 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=-10,1-2=-20,2-9=-100 Concentrated Loads(ib) Vert:10=-286(F)1=-180 9=-447 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20.10,1.2.100,2-9=-20 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=-10,1-2=-20,2-9=-100 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447 7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:10-20=-10,1.6=-100,6-9=-20 Concentrated Loads(lb) Vert:10=-286(F)1=-180 9=447 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=-10,1-2=-100,2-5=-20,5-9=-100 Concentrated Loads(ib) Vert:10=-286(F)1=-180 9=-447 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Veil:10-20=-10,1-6=-100,6-9=-20 Concentrated Loads(lb) Vert:10=-286(F)1=-18o 9=-447 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-20=-10,1-2=-100,2-5=-20,5-9=-100 Concentrated Loads(lb) Vert:10=-286(F)1=-180 9=-447 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MB-7473 rev.I0103f2015 BEFORE USE Design valid tor use only with MITekS connectors.Ns design Is tamed only upon parameters shown,and is for on krdlvkhral buidkrg 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 trickling of Individual truss web and/or chord members only.Additional temporary anal permanent bracing MTek' Is always required for stability and to prevent collapse with possible personal Miry and properly damage. for genoral guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,soeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss I Truss Type • Oty Ply RiverSide Homes/Key Largo/JK T9667958 J160527 F11 FLOOR 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:05 2016 Page 1 I D:TgARIXIygNCwNc7zfc8QSOyX9yN-kkXl BSeQKxGn81 YDRkk08rST6pDdpKdnHy5GvKyToPe 0-1-8 H I- -� age I I 2 2 0 0-11-0 a 0-1u8 Scale=1:31.3 4x4= 4x4= 1.5x4= 1.5x4 i I 1.5x4 I 4x4= 3x4= 4x7= 1.5x4= 1 2 3 4 5 6 7 8 9 10 E'0 22 21 i-� N 4/ / o ao 19 18 17 16 15 14 13 ' 11 4x4= 8-7-e 4x4= 3x4= 5x5= 4x7= 18-7-0 I 17-3-8 17,5,12 I 17-3-8 012,4 1-1-4 Plate Offsets(X,Y)-- (1:Edge,0-1-81,19:0-3-0,Edge1,110:0-1-8,Edge),115:0-1-8,Edgel,121:0-1.8,0-0-121,122:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.18 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.29 16-17 >701 360 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.03 12 n/a rite BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH 1 Weight:107 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 20=1029/0-3-8,12=2432/0-3-8 Max Gray 20=1068(LC 3),12=2432(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1064/0,10-11=0/615,1-2=-708/0,2-3=-1702/0,3-4=-2246/0,4-5=-2256/0, 5-6=-2256/0,6-7=-2256/0,7-8=-1378/0,8-9=-255/320,9-10=0/941 BOT CHORD 18-19=0/1321,17-18=0/2072,16-17=0/2357,15-16=0/2256,14-15=0/1838, 13-14=-115/933,12-13=-941/0 WEBS 9-12=-1122/0,1-19=0/1025,9-13=0/1200,2-19=-974/0,8-13=-1121/0,2-18=0/605, 8-14=0/753,3-18=-586/0,7-14=-790/0,3-17=0/277,7-15=0/841,5-16=-170/258, 6-15=-454/0,10-12=-1573/0,4-16=-472/219 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. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)622 lb down at 18-5-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-10=-100 Concentrated Loads(Ib) Vert:11=-622(F)1=-180 10=-655 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-10,1-10=-100 Concentrated Loads(Ib) Ii Vert:11=-286(F)1=-180 10=-447 Continued on Daae 2 i V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1t-7073 rev.1003/201S BEFORE USE. mill 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 tho apt,lico ility of design parameters and profeerty corporate this design Into the moral! building design. Brachg 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 possble personal Ist sy and property damage. For general guidance regarding the tabrk:atbn.storage,delivery,erection and bracing of trusses and mass systems,seeANSI/iPI l Cushy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexadirka,VA 22314. - _- Tampa,FL 33610 • Job ;Truss Truss Type Oty Ply RiverSide Homes/Key Largo/JK 1 796679581 J160527 F11 FLOOR 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:05 2016 Page 2 I D:TgARfXIygNCwNc7zfc8QSOyX9yN-kkXl BSeQKxGn81 YDRkkO8rST6pDdpKdnHy5GvKyToPe LOAD CASE(S) Standard 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-20=-10,1-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:11=-286(F)1=-180 10=-447 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-20=-10,1-9=-20,9-10.100 Concentrated Loads(Ib) Vert:11=-286(F)1=-180 10=-447 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-20=-10,1.9=-100,9-10=-20 Concentrated Loads(Ib) Vert:11=-286(F)1=-180 10=-447 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-20=-10,1-9=-20,9-10=-100 Concentrated Loads(lb) Vert:11=-286(F)1=-180 10=-447 7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Veil:11-20=-10,1-6=-100,6-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:11=-286(F)1=-180 10=-447 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Veil:11-20=-10,1-5=-20,5-9=-100,9-10.20 Concentrated Loads(Ib) Vert:11=-286(F)1=-180 10=-447 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-20=-10,1-6=-100,6-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:11=-286(F)1=-180 10=-447 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:11-20=-10,1-5=-20,5-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:11=-286(F)1=-180 10=-447 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll•7473 rev.10/93/201S BEFORE USE. Design valid for use only with MIIeICO 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 budding of Individual truss web and/or chord members only. Additional al temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracIng of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB•89 and SCSI Building Component 6904 Parke East Bed. Safely Information available from Taus Plate Institute.218 N.Lee Street,Suite 312-Alex<rxirta,VA 22314. Tempa,FL 33610 • Job Truss Truss Type Qty I Ply RiverSide Homes/Key Largo/JK T9667959 J160527 F12 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:06 2016 Page 1 I D:TgARfXIygNCwNc7zfc8QSOyX9yN-Dx4PPof25FOdmB7P?RFFh2?nLDIrYmSwW cgpRmyToPd 0-1-8 H 1-0-4 I 14-5-8 i 11 1-0 1 1-1-12 p'a(8 Scale:3/8-=1' 1.5x4= 1.5x4= 6x6= 4x7 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 IPIwrite ' II II I' III m NI Ir] Ir' Irl II Il�i�l�q" 1 ISI i A AI111 cP 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 6x6- 4x7 II 6x6 - 6x6= I 18-7=0 --_ Fasten truss to bearing for the uplift reaction shown while permitting no upward movement of the bearing. 17-2-4 18-6-4 I 17-2-4 I 1.4.0 I Plate Offsets(X,Y)-- [1:0-1-8,0-0-8],[15:0-3.0,Edge],[15:0-1.8,0-0-8],[18:03-0,Edge] 1 i LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 i TC 0.39 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(TL) Na Na 999 BCLL 0.0 Rep Stress Incr NO I WB 0.43 Horz(TL) -0.01 17 Na n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:148 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing:29-30,16-17. REACTIONS. All bearings 17-5-0. (lb)- Max Uplift All uplift 100 lb or less at joint(s)except 30=-200(LC 1),18=-i011(LC 1) Max Gray All reactions 250 lb or less at joint(s)except 29=659(LC 1),28=327(LC 1),27=327(LC 3),26=327(LC 1),25=327(LC 3),24=327(LC 3),23=327(LC 1),22=327(LC 3),21=327(LC 1),20=328(LC 3),19=339(LC 1), 17=3023(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 15-16=0/579,1-2=0/274,2-3=0/271,3-4=0/271,4-5=0/271,5-6=0/271,6-7=0/271, 7-8=0/271,8-9=0/271,9-10=0/271,10-11=0/271,11-12=0/271,12-13=0/271, 13-14=0/271,14-15=0/1290 BOT CHORD 28-29=-271/0,27-28=-271/0,26-27=-271/0,25-26=-271/0,24-25=-271/0,23-24=-271/0, 22-23=-271/0,21-22=-271/0,20-21=-271/0,19-20=-271/0,18-19=-271/0, 17-18=-1286/0 'I WEBS 2-29=-332/0,3-28=-314/0,4-27=-313/0,5-26=-313/0,6-25=-313/0,7-24=-313/0, 8-23=-313/0,9.22=-314/0,10-21=-313/0,11-20=-318/0,12-19=-301/0,14-17=-160310, 15-17=-1819/0,14-18-0/1520,1-29=-414/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 lb uplift at Joint 30 and 1011 lb uplift at joint 18. 6)N/A 7)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated at Joint 18 for 1011 lb. 9)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. 10)CAUTION,Do not erect truss backwards. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)622 lb down at 18-5-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued on nage 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. 111. Design valid for use only with Malek(:connectors.this design Is based only upon parameters shown.and Is lx an individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bolding design. Bracing Indicated k to prevent buckling of Individual truss web and/or chord members only. Additionaltemporary and permanent bracing I bodiMiTek • Is always required for stability and to prevent collapse with possible personal May and property damage. for general guidance regarding the fabrication,storage,delivery,erection and tracing of musses<rid truss systems,seeANSI/TPI1 Quality Crtteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information avtltable from Trus Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. I Tampa,FL 33610 Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9667959 J160527 F12 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:06 2016 Page 2 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-Dx4PPof25FOdmB7P?RFFh2?nLDIrYmSwW cgpRmyToPd LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-30=-10,1-15=-235 Concentrated Loads(Ib) Vert:16=-622(F)15=-635 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-30=-10,1-15=-235 Concentrated Loads(lb) Vert:16=-286(F)15=-365 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-30=-10,1-14=-235,14-15=-155 Concentrated Loads(lb) Vert:16=-286(F)15=-365 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-30=-10,1-14=-155,14-15=-235 Concentrated Loads(Ib) Vert:16=-286(F)15=-365 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-30=-10,1-14=-235,14-15=-155 Concentrated Loads(Ib) Vert:16=-286(F)15=-365 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-30=-10,1-14=-155,14-15=-235 Concentrated Loads(Ib) Vert:16=-286(F)15=-365 is• a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE M0.7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mllekys connectors.lids design Is based only urxrn rxxameters shown,and Is for an individual t*Ar ring component,not a truss system.Before use,the txdk4ng designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Pr acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent txaxcing MiTek' Is always requked for stability and to prevent collapse with possible personal Inkey and property damage. For general guidcrx.e regarding the fabrication.storage.delNery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria.0SB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormation available from truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33650 Job Truss Truss Type Oty Ply ; RiverSide Homes/Key Largo/JK T9667960 J160527 F13 Floor Girder 1 1 Job Ref erencejpptional) Manning Building Supplies, Jaksonvilte,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:06 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-Dx4PPof25FOdmB7P?RFFh27rbDnkYpbwW cgpRmyToPd � 1-6-8 TffiA426 3x6= 1 3x6= 2 1.5x4 11 3 Scale.1:11.1 ■■■■ ■■M. rEIMIIIII �■ �iiiii�i� ■►.: I A■ 1■■ I ■::: 3x6= 6 5 4 3x3 I 3x3 II 0.3-0i 1.10-4 3-8-8 I '0-3-0 1-7-4 1-10-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.01 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.01 5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) -0.00 4 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:28 lb FT=20%F,114% LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) • TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, I BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=617/Mechanical,4=617/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6.608/0,3-4=-608/0,1-2=-604/0,2-3=-604/0 WEBS 2-5=-1062/0,3-5=0/809,1-5=0/809 NOTES- 1)Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Use Simpson Strong-Tie THA426(Single Chord Girder)or equivalent at 1-10-4 from the left end to connect truss(es)to back face of top chord. 4)Fill all nail holes where hanger is in contact with lumber. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:4-6=-10,1-3=-100 Concentrated Loads(Ib) Vert:2=-854(B) MI 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mileke connectors.this design is based only urxn parameters shown.and is for on IndMdual tending component,not a truss system.Before use,the iAiding designer must verify the applicability of design paresneters and properly kx:orporate this design Into the overall bulling design. Brachg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always regrked for stability and to prevent collapse with possible personal inkry and property damage. For general guidance regarding the: fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate hstlute,218 N.Lee Street.Stile 312.Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type . •Oty Ply I RiverSide Homes/Key Largo/JK T9667961 J160527 FGO1 Floor Girder 1 3 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:07 2016 Page 1 ID:TgARfXIygNCwNc7zfc8OSOyX9yN-h7enc8fgrZW UNLibZ9nUEGXvrdzcH8S41GaM_DyToPc I 1-8-0 I I 1-10-0 2-1-0 2-2-15 I 2-2-15 I 2.2.11 Scale=1:31.1 THA426 THA426 THA426 THA426 THA426 3x4= 6x6= THA426 3x8= 3x5= 1.5x4 I I 1.5x4 II THA426 3x4= THA426 3x8= 4x7= 1 2 19 3 20 4 5 6 21 7 22 8 23 9 I L 8 0 1 • l7 18 16 15 14 13 12 11 11 1.5x4 I 3x4= 6x6= 3x8= 3x5= 3x4= 3x8= 6x6= 2x4 I1 2-3-0 I 1-6-8A-11-8 ( 4-2-12 I 6-4-4 1 _ -— 13-4-11 I 15.11•I I 18.7.0 .._, 1.6.8 0.5 1-11-12 2-1-8 7-0-7 2-6-7 2-7-15 0-3-8 Plate Offsets(X,Y)-- 13:0-3-8,0-1-8],18:0-3-8,0-1-8],112:0-3-8,0-1-8],115:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.23 13 >863 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.36 13 >550 360 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.05 10 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MSH J Weight:279 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 5-10.10 oc purlins, BOT CHORD 2x4 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0.0 oc bracing:17-18,16-17. REACTIONS. (Ib/size) 10=5652/0-1-8 (req.0-1-14),17=5367/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-4904/0,2-3=-6769/0,3-4=-10974/0,4-5=-13714/0,5-6=-13714/0,6-7=-13714/0, 7-8=-12211/0,8-9=-7367/0 BOT CHORD 15-16=0/6769,14-15=0/10974,13-14=0/13714,12-13=0/12211,11-12=0/7367 WEBS 2-17=-5039/0,5-14=-1421/0,6-13=-1134/0,2-16=0/8031,3-16=-4491/0,3-15=0/5029, 4-15=-2855/0,4-14=0/3364,9-11=0/8141,8-11.4017/0,8-12=0/5511,7-12=-2453/0, 7-13=0/1848 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-6-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)WARNING:Required bearing size at Joint(s)10 greater than input bearing size. 5)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. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at?-0-0 oc max.starling at 3-7-0 from the left end to 16-7-0 to connect truss(es)to back face of top chord. 9) Fill all nail holes where hanger Is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)622 lb down at 18-5-4 on bottom 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:10-18=-10,1-9=-100 Continued on naae 2 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MUokO connectors.This design is hosed only upon parameters shown,and is for an individual building cornrx,nent.not la a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate itis design Into the overall tusking design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional terrrtxrary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldc>nce regarding the fabrication,storage,delivery,erection and bracing of inoses and truss systems,seeAN51/IP11 QuaNty Criteria,DSB-89 and BCSt BuNding Component • 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tempe.FL 33610 Job !Truss Truss Type • •Qty Ply RiverSide Homes/Key Largo/JK T9667961 J160527 i FGO1 Floor Girder 1 3 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:07 2016 Page 2 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-h7enc8fgrZW UNLibZ9nUEGXvrdzcH8S4IGaM_DyToPc LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:10=-622(F)1=-180 9=-655 5=-944(B)6=-944(B)4=-944(B)19=-944(B)20=-944(B)21=-944(B)22=-944(B)23=-944(B) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-18=-10,1-9=-100 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447 5=-944(B)6=-944(B)4=-944(B)19=-944(B)20_944(B)21=-944(B)22=-944(B)23=-944(B) 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-2=-100,2-9=-20 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447 5=-1024(B)6=-1024(B)4—1024(B)19=-1024(B)20=-1024(B)21=-1024(B)22=-1024(B)23=-1024(B) 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-18=-10,1-2=-20,2-9=-100 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447 5.944(B)6=-944(B)4=-944(B)19=-944(B)20=-944(B)21=-944(B)22=-944(B)23=-944(B) 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-2=-100,2-9=-20 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447 5=-1024(B)6=-1024(B)4=-1024(B)19=-1024(B)20=1024(B)21=-1024(B)22=-1024(B)23=-1024(B) 6)4th unbalanced Dead:Lumber increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-2=-20,2-9=-100 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447 5=-944(B)6=-944(B)4=-944(B)19=-944(B)20=-944(B)21=-944(B)22=-944(B)23=-944(B) 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-2=-20,2-6=-100,6-9=-20 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447 5=-944(B)6=-973(B)4=-944(8)19=-944(8)20=-944(B)21=1024(B)22=-1024(B)23.1024(B) 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-2=-100,2-5=-20,5-9=-100 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447 5=-980(B)6=-944(B)4=-1024(B)19=1024(B)20=-1024(B)21=-944(B)22=-944(B)23=-944(B) 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-2=-20,2-6=-100,6-9=-20 Concentrated Loads(Ib) Vert:10=-286(F)1=-180 9=-447 5=-944(B)6=-973(B)4=-944(B)19=-944(B)20=-944(B)21=-1024(B)22=-1024(B)23=-1024(B) 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-2=-100,2-5=-20,5-9=-100 Concentrated Loads(Ib) Vert:10=-286(F)1=180 9=-447 5=-980(8)6=-944(B)4=-1024(B)19=-1024(B)20=-1024(B)21=-944(B)22=-944(B)23=-944(B) Irl A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid lot use only with MltekSS connectors.This design Is baud only upon parameters shown,and Is For an krdlvWual building component,not a tam system.Before use,the bulling designer must verify the appllcaWity of design parameters and properly incorporolo thLs 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 regarcing the fab rlcalk n,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/lPll Quality Criteria,DSS-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/Key Largo/JK T9667962 J160527 i A01 Hip Girder 1 2 Job Reference(optiong Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:33 2016 Page 1 ID:TgARfXfygNCwNc7zfc8QSOyX9yN-gabxT W FLs6DJ I753ZOAW r57?dvJaJgN3w_LZoByToQ8 3.7.12 7-0-0 11.6.1015-11-8 20-4-6 24-11-0 28-3-4 31-11-0 3-7-12 I 3-4-4 i 4-6-10 4-4-14 I 4-4-14 I 4-6-10 i 3-4-4 3-7-12 Scale=1:54.2 4x4= 3x8= 1.5x4 I 3x8= 4x4= 5.00 FT 4 25 6 26 27 28 29 6 30 31 32 733 34 8 1.5x4 r' — g cm 1.5x4 wi 3x5 3 9 3x5 n n 2 10 yr li 1)71 16 35 38 15 37 38 39 14 40 41 13 42 43 12 44 4x7 II 3x8= 1.5x4 II 5x8= 1.5x4 II 3x8= 4x7 II 7-0-0 11.6-1015-11-8 20-4-6 24-11-0 31-11-0 7-0-0 I 4-6-10 4-4-14 I 4-4-14 4-6-10 I 7-0-0 Plate Offsets(X,Y)-- 11:0-2-12,0-0-51,[11:0-4-6,0-0-51,[14:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.27 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.62 14-15 >621 180 BCLL 0.0 * Rep Stress Inca NO j WB 0.49 Horz(TL) 0.18 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:336 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-4 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=2664/0-5-8,11=2664/0-5-8 Max Horz 1=44(LC 7) Max Uplift 1=-605(LC 8),11.605(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-5071/1191,3-4=-5418/1266,4-5=-5074/1206,5-6=-7037/1637,6-7=-7037/1637, 7.8=-5074/1206,8-9=-5417/1266,9-11.5071/1191 BOT CHORD 1-16=-1024/4479,15-16=-1452/6549,14-15=-1452/6549,13-14=-1452/6549, 12-13=-1452/6549,11-12=-1024/4479 WEBS 3-16=-238/749,4-16=-240/1459,5-16=-1886/416,5-15=0/373,5-14=-127/637, 6-14=-516/224,7-14=-127/637,7-13=0/373,7-12.1886/416,8-12=-240/1459, 9-12=-238/749 NOTES- 1 1)2-ply truss to be connected together with 10d(0.131-x3')nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 0-8-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25th B=451t;L=32tt;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 1DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 605 lb uplift at Joint 1 and 605 lb uplift at joint 11. I nntirnued on nage 2 N ' 0 WARNING•Wally design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mlle/®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 c4 pllcaYNiry 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 initey and property damage. For general guidance regarding the lebricatkxt.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Citterla,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. j Tampa-FL 33610 • Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo 1 JK T9667962 J160527 A01 Hip Girder 11 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:33 2016 Page 2 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-gabxTW FLs6DJ1753ZOAWr57?dvJaJgN3w_LZoByToQ8 NOTES- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)302 lb down and 255 lb up at 7-0-0,115 lb down and 92 lb up at 9-2-14,115 Ib down and 92 lb up at 11-2-14,115 Ib down and 92 Ib up at 13-2-14,115 lb down and 92 Ib up at 15-2-14,115 Ib down and 92 Ib up at 16-8-2,115 Ib down and 92 lb up at 18-8-2,115 lb down and 92 lb up at 20-8-2,and 115 lb down and 92 lb up at 22-8-2,and 302 lb down and 255 lb up at 24-11-0 on top chord,and 237 lb down and 76 lb up at 6-9-14,306 lb down and 76 lb up at 7-2-2,87 lb down at 9-2-14,87 lb down at 11-2-14,87 lb down at 13-2-14,87 lb down at 15-2-14,87 lb down at 16-8-2,87 lb down at 18-8-2,87 lb down at 20-8-2,87 lb down at 22-8-2,and 306 lb down and 76 lb up at 24-8-2,and 237 lb down and 76 lb up at 25-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,4-8=-54,8-11=-54,17-21=-20 Concentrated Loads(Ib) Vert:4=-230(B)8=-230(B)16=-306(B)12=-306(B)25=-115(B)26=-115(B)28=-115(B)29=-115(B)30=-115(B)31=-115(8)33=-115(B)34=-115(B)35=-237(B) 36=-62(B)37=-62 B 38=-62 B 39=-62 B 40=-62 B 41=-62 B 42=-62(B)43=-62 B 44=-237 B O O O O O O O 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.105312015 BEFORE USE. Design valid for use only w tin MITekS)connectors.this design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before tae,the building designer must verity the opplicablity of design parameters and properly incorrxxalo this design Into the overall building design. &acing indicated Is to prevent buckling of Irxflvldu l 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,seeANSf/1Pt t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avaltabte from Truss Plate insttute.218 N.Lee Street,Suite 312.Alexandria VA 22314. j, Tampa.FL 33610 Job Truss Truss Type •Qty Ply Riverside Homes/Key Largo/JK --, T96679631i •J160527 1A02 Hip 1 1 I Job Reference(opt onal) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:34 2016 Page 1 I D:TgARfXlyq NCwNc 7zfc8QSOyX9yN-8n9J hsGzdQM AwGg F7j h I OJ g F mJf T2 EOD9e47KdyToQ7 4-7-12 9-0-0l 15-11-8 22-11-0 I 27.3.4 l 31-11-0 4-7-12 4-4-4 6-11-8 6-11-8 4-4-4 4-7-12 Scale=1:54.1 4x4= 3x8= 4x4= 5.00 fiT 4 22 23 5 24 25 6 1.2 1.5x4 1.5x4 3 7 11.71km 3x4 21 26 3x4 2 8 v 1 � 9 Lai II I i 12 11 10 4x7 I 3x8= 5x5= 3x8= 4x7 II 9.0.015-11-8 22-11-0 31-11-0 9-0-0 6-11-8 l 6-11-8 9-0-0 l Plate Offsets(X,Y)-- 11:0-3-8,Edge],f9:0-5-2,Edgel,F11:0-2-8,0-3-0] i I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.18 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.41 10-11 >925 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.69 Horz(TL) 0.13 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-11 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=1181/0-5-8,9=1181/0-5-8 Max Horz 1=56(LC 11) Max Uplift 1=-230(LC 12),9=-230(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2157/669,3-4=-2032/613,4-5=-1867/605,5-6=-1867/605,6-7=-2032/613, 7-9=-2157/669 BOT CHORD 1-12=-571/1928,11-12=-607/2320,10-11=-607/2320,9-10=-564/1928 WEBS 4-12=-77/484,5-12=-632/178,5-11=0/251,5-10=632/178,6-10=77/484 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=321t;eave=4tt;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 9-0-0,Exterior(2)9-0-0 to 27-5-6,Interior(1)27-5-6 to 31-11-0 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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at joint 1 and 230 lb uplift at joint 9. I I N 1 A WARNING,-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10103/2015 BEFORE USE. Design vdki for use only with Mllekr6 connectors.This design Is based only upon txxarneters shown,and Is for an Individual tinkling lirng component.not a huss system.Before use,the balding designer must verity the applk:ability of design parameters and properly incorporate his design Into the overall binding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIR** Is always required(or stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and txackng of trusses and truss systems,seeANSI/TPI1 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Slate 312.Alexandria,VA 22314. Tampa.FL 33610 Job 1 Truss Truss Type •Qty Ply RiverSide Homes/Key Largo/JK T9667964 J160527 A03 Hip 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:35 2016 Page 1 ID:TgARIXIygNCwNc7zfc8QSOyX9yN-dzjhuBHbOj U 1 YQFShQC_xW CP6jycnnMMOlggs3yToQ6 5.7-1211.0.0 15-11-8 20-11-0 26-3-4 31-11-0 l 5-7-12 5-4-4 4-11-8 4-11-8 5-4-4 i 5-7-12 Scale=1:54.1 4x4= 4x4= 3x4= 4 24 255 26 27 6 5.00 FIT r, r. tit 3x4 23 28:::3x4 7 3 N i ,,/, 3x4 s 22 29 3x4 J kb 2 8 i IN. 13 12 31 11 10 4x7 I 1.5x4 II 5x8= 5x8= 1.5x4 I I 4x7 I 5-7-12 11-0-0i 20-11-0 26-3-4 i 31-11-0 5-7-12 5-4-4 9-11-0 5-4-4 5-7-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[9:0-5-2,Edge],[11:0.3-8,0-3-0],[12:0-3-8,0-3-0] -,- LOADING(psi) SPACING- 2-0-0 CSI. 1 1 DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 1 Vert(LL) -0.25 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.69 11-12 >554 180 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(TL) 0.13 9 Na n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-13 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=1181/0-5-8,9=1181/0-5-8 Max Horz 1=68(LC 11) Max Uplift 1=-230(LC 12),9=-230(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2172/638,3-4=-1917/588,4-5=-1738/582,5-6=-1738/582,6-7=-1917/588, 7-9=-2173/638 BOT CHORD 1-13=-543/1948,12-13=-543/1948,11-12=-484/1874,10-11=-536/1948,9-10=-536/1948 WEBS 3-12=-268/133,4-12=-90/451,5-12=-312/116,5-11=-312/116,6-11=-90/451, 7-11=-268/133 NOTES- I 1)Unbalanced roof live loads have been considered for this design. I 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;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 3-2-5,Interior(1)3-2-5 to 11-0-0,Exterior(2)11-0-0 to 25-5-3,Interior(1)25-5-3 to 31-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1£0 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opst. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at Joint 1 and 230 lb uplift at joint 9. A WARNING•Verify design parrenetera end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev.IOV3l2015 BEFORE USE. M. Design valid for use only vAlh Miteks connectors.This design Is based only upon parameters shown.and Is for an and ddual building component,not a tans system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulling design. Bracing Indicated is to prevent buckling of Individual truss web aid/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stabllly and to prevent collapse with possible personal Injury and properly damage. For general grlddnce regarding the fabrication,storage,delivery.erection and bracing of tnuses and truss systems,seeANSVIPI1 Quality Cdteda,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdkl,le from Truss Plate Institute,218 N.Lee Street.Slate 312,Alexandria,VA 22314. 1 Tanpa,FL 33610 Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9667965 J160527 A04 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:35 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-dzjhuBHbOjU 1 YQFShQCxW COpj_6n12MOIggs3yToO6 6.7-12i 13.0.0 I 18-11-0 { 25-3-4 I 31-11-0 6-7-12 6-4-4 5-11-0 6-4-4 6-7-12 Scale=1:54.1 4x10= 5x5= 4 23 24 5 5.00 12 ,_ 3x4 22 25 3x4 C 3 6 0000. � 76 3x4 i 21 26 3x4 2 7 1 in ,itrv. tet. 8 12 11 10 9 4x7 II 1.5x4 I 5x5= 3x8= 1.5x4 I I 4x7 I I 6.7.12I 13-0-0 { 18-11-0 I 25-3-4 I 31-11-0 6-7-12 6-4-4 5-11-0 6-4-4 6-7-12 Plate Offsets(X,Y)-- (1:0-3-8,Edgel,[4:0-6-8,0-2-01,f8:0-5.2,Edge),111:0-2-8,0-3.0) LOADING(psf) SPACING- 2-0-0 CSI. DE FL. in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.80 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.41 9-10 >944 180 BCLL 0.0 ' Rep Stress Incl YES j WB 0.41 Horz(TL) 0.14 8 a/a n/a BCDL 10.0 Code FBC2014/TPI2007 j Matrix-MSH Weight:162 lb FT=20% LUMBER- 11 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 8-0-8 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=1181/0-5-8,8=1181/0-5-8 Max Horz 1=81(LC 11) Max Uplift 1=-230(LC 12),8=-230(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2186/622,3-4=-1780/558,4-5=-1584/558,5-6=-1774/556,6-8=-2187/622 BOT CHORD 1-12=-524/1960,11-12=-524/1960,10-11=-378/1582,9-10=-517/1960,8-9=-517/1960 WEBS 3-11=-451/163,4-11=-43/385,5-10=-55/387,6-10.456/164 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=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 13-0-0,Exterior(2)13-0-0 to ii 23-5-3,Interior(1)23-5-3 to 31-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and tomes&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at joint 1 and 230 lb uplift at joint 8. 11 A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev-10/031201$BEFORE USE. I __ Design valid for use only with Mitek$>connectors.this design is based only upon parameters shown,and Is for an indivkJudi building component not . a truss system.Before use,the building designer must verify the applicability of design Ixiameters and properly incorporate this design into the overall building design- Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent colapse with possible personal injury and property clamour). For general guidance regardng the fatxlcation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,D58-89 and SCSI Building Component 6904 Parke East Bbd. Safely Information available torn Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty I Ply RiverSide Homes/Key Largo/JK T9667966 •J160527 IA05 Hip 1 1 1- Job Reference(optional) ___J Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:36 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-59G36XHD91 cu9ageE8jDTkla37PmW8VWcyZDPWyToQ5 7-7.12 15-0-0 16-11-0 , 24-3-431-11-0 7-7-12 I 7-4-4 1 1-11-0 ' 7.4-4 7-7-12 Scale=1:54.3 5x5= 5x5= 4 5 II L 5.00,E 23 24 3x4 y 3x4 3 in , do 3x4 22 25 3x4 2 7 1. ✓ ii - .74,44446 u.,B1d i i 13 12 11 10 9 3x6 II 1.5x4 II 5x5= 3x4= 3x4= 1.5x4 I, 3x6 II 7-7-12 13-7-4 15-0-0 5.11-8 18.3.12 24-3-4 31-11-0 I 7-7-12 I 5-11-8 11.4.12 b-11 2.4-4 I 5-11-8 I .87-7-12 Plate Offsets(X,Y)-- 11:0-2-8,0-0-5],[8:0-4-2,0-0-5],[12:0.2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.06 9-20 >999 240 MT20 244/190 TCDL 7.0 1Lumber DOL 1.25 i BC 0.54 Vert(TL) -0.17 9-20 >969 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.66 Horz(TL) 0.02 10 rVa n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-7 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) 1.644/0-5.8,8=455/0-5-8,10=1263/0-3-8 Max Horz 1=93(LC 11) Max Uplift 1=-141(LC 12),8=-109(LC 12),10=-211(LC 12) Max Gray 1=644(LC 1),8=477(LC 22),10=1263(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-946/314,3-4=-413/220,6-8.-575/224 BOT CHORD 1-13=-238/859,12-13=-238/859,9-10=-134/523,8-9=-134/523 WEBS 3-13=0/281,3-12=-653/227,4-12=-90/443,5-10=-825/210,6-10=-691/237,6-9=0/291, 4-11=-584/165,5.11=-163/585 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=3.0psf;h=25ft;B=45ft;L=32ft;eave=4tt;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 15-0-0,Exterior(2)15-0-0 to 16-11-0,Interior(])21-5-3 to 31-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplift at joint 1,109 lb uplift at joint 8 and 211 lb uplift at joint 10. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIlekS)connectors.This design Is based only upon parameters shown.and Is for an Indlvtdual Ixrldi ng component.not , MM a truss system.Before use,the building designer must verify the appllcabiity of dosktn p:marneters and properly Incorporate The design Into the overall building design. s acing Indicated Is to prevent buckling of kxdlvkirxnl truss web and/or chord members only. Addlkxlal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with p ossl�le personal kills and properly damage. For general guidance regarding The fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSI11PII Quality Criteria,DSB-89 and BCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Flare institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 • I Job Truss Truss Type Oty Ply RiverSide Homes/Key Largo/JK ! 79667967 1.1160527 A06 Common 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:37 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-ZMgSJtlswIklnkPgorESOxljQXIDFZJfrcJnxyyToQ4 8-1-8 15-11-8 23-9-8 31-11-0 8-1-8 I 7-10-0 I 7-10-0 I 8-1-8 Scale=1:53.4 5x5= 4 5.00 Ili 21 12 22 I3x4� 3x4 3 5 i •, 3x4 20 23 3x4 2 6 t , 7N N _. b 11 10 9 8 ' 1.5x4 /1 5x5= 3x4= 1.5x4 \\ 3x6 II 3x6 II 6.11.6I 13-7-4 18-3-12 24-11-10 31-11-0 6-11-6 6-7-14 I 4-8-8 6-7-14 6-11-6 Plate Offsets(X,Y)-- 11:0-2-8,0-0-51,17:0-4-2,0-0-51,110:0.2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ! TC 0.85 Vert(LL) -0.05 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.12 10-11 >999 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.81 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=639/0-5-8,7=452/0-5-8,9=1270/0-3-8 Max Horz 1=99(LC 11) Max Uplift 1.151(LC 12),7=-124(LC 12),9=-186(LC 12) Max Gray 1=639(LC 1),7=473(LC 22),9=1270(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=942/329,3-4=-398/248,5-7=-576/262 BOT CHORD 1-11=-230/851,10-11=-241/803,8-9=-172/465,7-8=-165/518 WEBS 4-9=-824/141,5-9=-675/236,5-8=0/309,4-10=-102/501,3-10=-645/231,3-11=0/294 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsl;h=25tt;B=451t;L=32ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-2-5,Interior(1)3-2-5 to 15-11-8,Exterior(2)15-11-8 to 19-1-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at Joint 1,124 lb uplift at joint 7 and 186 lb uplift at joint 9. 1 I Ns ©WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1583/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design B based only upon rxxarneters 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 ttr design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property carnage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses card truss systems,seeANSI/IPtt Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormallon available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type •Oty Ply RiverSide Homes/Key Largo/JK 19667968 J160527 B01 Half Hip Girder 1 1 , I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:38 2016 Page 1 I D:TgARIXIygNCwNc7zfc8OSOyX9yN-1 YOgW DJUhescPuOMZ1hY9gvfwl y_6zo4G2KTOyToO3 3-7-12 7.0-0l 11-10-4 f 16-10-0 { 3-7-12 3-4-4 4-10-4 4-11-12 Scale=1:28.6 4x10= 3x4= 3x4 I I 4 16 17 5 18 19 20 6 7 5.00 TIFE�- _- Y 1.5x4 3NN0.48 r4 rr 3x5 i k 2 NN ‘NNN-N1 101. u: d Y Y 1 21 11 22 23 10 24 25 9 3x4= 3x4= 3x8=8 4x7 !I 7-0-0 11-10-4 16-10-0 i 7-0-0 i 4.10.4 I 4-11-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[4:0-6-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) lidefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.07 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.16 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i Matrix-MSH Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-9 SLIDER Left 2x4 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=1244/0-5-8,9=1473/Mechanical Max Horz 1=113(LC 20) Max Uplift 1=-282(LC 8),9=-367(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2233/545,3-4=-2251/547,4-5=-1654/420 BOT CHORD 1-11=-509/1980,10-11=-536/2094,9-10=-435/1654 WEBS 4-11.53/685,4-10=-536/166,5-10=-5/653,5-9=-1971/491 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25it;B=45ft L=24ft;eave=4th 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) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 282 lb uplift at joint 1 and 367 lb uplift at joint 9. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)230 lb down and 251 lb up at 7-0-0,115 lb down and 92 lb up at 9-2-14,1151b down and 92 lb up at 11-2-14,and 115 lb down and 92 lb up at 13-2-14,and 115 lb down and 92 lb up at 15-2-14 on top chord,and 237 lb down and 76 lb up at 6-9-14,306 lb down and 76 lb up at 7-2-2,87 lb I down at 9-2-14,87 lb down at 11-2-14,and 87 lb down at 13-2-14,and 87 lb down at 15-2-14 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 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:1-4=-54,4-6=-54,6-7=-14,8-12=-20 1Continued on nage 2 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI!-7473 rev.10/03/2015 BEFORE USE. MI Design vdkl for use only with Milek't connectors.this design Is based only upon parameters shown,and Is for(Zr individual building component not a truss system.Before use,the building designer must verify the applicabllty of design parameters and riot reply ix:orrorate this design into the ovordl building design. Bracing Indicated Is to prevent budding of ind vkiud truss web and/or chord members only. Addltlonal temporary and permanent bracing MiTek Is always reclined for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage.delNery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available train Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,Ft.33610 • Job Truss Truss Type Qty i Ply RiverSide Homes/Key Largo/JK T9667968 IJ160527 B01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:38 2016 Page 2 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-1 YOgW OJUhescPu_OMZIhY9gvfwl y_6zo4G2KTOyToQ3 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:4=-230(F)11=-306(F)16=-115(F)17=-115(F)19=-115(F)20=-115(F)21=-237(F)22=-62(F)23=-62(F)24=-62(F)25=-62(F) • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MU-7473 ray.10/03/2015 BEFORE USE. Design valid for use only with Miiekb connectors.This design is based only upon parameters shown.and Is for an individual balding component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablity and to prevent collapse with possible personal Injury and property danage. For general gukdarsce regarding the fabrication,storage,delivery,erection and bracing o1 tr sses and truss systems.seeANSI/WP11 Quality Criteria,D55.89 and SCSI Building Component 6904 Parke East Blvd. Soley Information available from truss Plate Institute.218 N.lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 • Job 'Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK i T96679691 J160527 I B02 Half Hip 1 1 Job Reference(optional) 1 Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:39 2016 Page 1 I D:TgARIXIygNCwNc7zfc8OSOyX9yN-VkyCkZK6Ry_TO2ZDwGGw5M N51KO2jbWyJvo1?gyToO2 4-7-12 9.0.0 16.10.0 4-7-12 I 4-4-4 I 7-10-0 5x5= Scale=1:29.9 3x6= 4 15 16 17 5 6 5.00 12 1.5x4 3 N 44 a 14 44 M{8 3x4 2 1 d 9 8 3x8= 3x4 I! 7 3x8 I! 9-0-0 16-10-0 9-0-0 1 7-10-0 Plate Offsets(X,Y)-- f1:0-3-8,Edge] --------------- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.10 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.25 9-12 >797 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:85 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=613/0-5-8,8=622/Mechanical Max Horz 1=143(LC 11) Max Uplift 1—116(LC 12),8=-174(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3.956/304,3-4=-743/235,4-5=-646/239,5-8=-547/233 BOT CHORD 1-9=-430/858 WEBS 5-9=-255/675 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp B;Encl.,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 13-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 116 lb uplift at joint 1 and 174 lb uplift at joint 8. 0 WARNING-Verify design paramMas and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/3/2015 BEFORE USE. Design valid for use only with MltekS)connectors.this design is based only upon pentameters shown.and Is for an individual bulidIng component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. tracing Indicated is to prevent buckling of Indlvkhrd 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 IF+y and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Qualify Cr terla,DSS-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information avalablo from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandrka,VA22314. Tampa.FL 33610 , Job Truss Truss Type Oty Ply RiverSide Homes/Key Largo/JK - 796679701 J160527 803 Half Hip !1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:39 2016 Page 1 ID:TgARfXtygNCwNc7zfc8QSOyX9yN-VkyCkZK6Ry._TO2ZDwGGw5MNAEKTFj W TyJvot?gyToO2 5.7.12I 11-0-0 i 16-10-0 5-7-12 5-4-4 5-10-0 4x7= Scale=1:34.3 2x4 I I 4 17 18 19 5 6 L 5.00 FIT 3x4 16 3 °fie u. rF r. 3x4 i 5 2 1 10 9 e 7 3x6 I 1.5x4 II 3x4= 3x5= 5-7-12 I 11-0-0 16-10-0 { 5-7-12 5-4-4 5-10-0 Plate Offsets(X,Y)-- 11:0-2-8,0-0-51,14:0-5-4,0-2-41 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.03 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.08 9-10 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.58 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=613/0-5-8,8=622/Mechanical Max Horz 1=172(LC 11) Max Uplift 1=-115(LC 12),8=-161(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-972/275,3-4=-567/200 BOT CHORD 1-10=-405/863,9-10=-405/863,8-9=-243/480 WEBS 3-9=-440/183,4-9=-43/381,4-8=-620/250 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 15-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 lb uplift at joint 1 and 161 lb uplift at joint 8. r, 0 WARNING-VerNy design parametors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIr-7473 rev.10/03i2O15 BEFORE USE ill• Design valid for use only with MITek8 connectors.this design Is based only upon parameters shown.and Is for an tnffvlriai txAcfirg comrxnent,not a truss system.Before use,the building designer must verify the applicability of design parameters and rxop eilY incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual Buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for skbtlity and to prevent collapse with pole personal iyuy and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Qualify Criteria,DS849 and SCSI Building Component6904 Parka East Blvd. Safety Interrelation avaAdble from Truss Plate Institute.218 N.Lee Street.Stile 312,Alexandria.VA 22314. _ I Tampa-FL 33610 • • Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK 19667971 1J160527 B04 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:40 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-zxW axvKkCG6KeB8PT_o9dawJfkojS_M5XZXRYHyToQ 1 6.7.12i 13.0.0 16-10-0 ' 6-7-12 6-4-4 3-10-0 4x7= Scale=1:38.1 1.5x4 I I 4 17 5 6 • / + .00 12 16 3x4-;-•-•iiiii 3 i 0•-8 3x4 15 2 I Q Pi if Cie 10 9 8 7 3x6 II 1.5x4 II 3x4= 3x5= 6-7-12 13-0-0 16-10-0 6-7-12 I 6-4-4 I 3-10-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-51,[4:0-5-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.04 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.12 9-10 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.54 Horz(TL) 0.02 8 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-MSH Weight:96 Ib FT_20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=613/0-5-8,8=622/Mechanical Max Horz 1=201(LC 11) Max Uplift 1=-113(LC 12),8=-145(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3.920/259,3-4.405/160 BOT CHORD 1-10=-390/837,9-10=-390/837,8-9=-190/316 WEBS 3-10=0/261,3-9=-592/224,4-9.71/413,4-8=-602/250 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)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0.0 to 13-0-0,Exterior(2)13-0-0 to 16-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord Ilve 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 113 lb uplift at joint 1 and 145 lb uplift at joint 8. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTekSD connectors.this design Is based only upon rxxameters shown.and Is for an Individual holding component.not a truss system.Before use,the trllding designer must verify the appIk:obtity of design parameters and properly incorporate this design Into the overall budding design. Bracing Indicated Is to prevent buckling of Indivkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek, Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delNery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Oty Ply RiverSide Homes/Key Largo/JK 1 T9667972 1J160527 B05 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:41 2016 Page 1 ID:TgARtXIygNCwNc7zfc8OSOyX9yN-R74y9FLMzZEBGLjb1 hJOAnSR085bBQSFmDH.4jyTo00 7.7-1215.0-0 16-10-0 7-7-12 7-4-4 I 1-10-0 4x10= Scate=1:42.5 2x4 Il 4 56 e1 5.00 riT 16 3x4 3 l i I 3x4 15 2 1 \ as 1 =' 10 9 67 3x6 I 1.5x4 II 3x4= 3x5= 7.7.12i 15.0.0 I 16-10-0 7-7-12 7-4-4 1-10-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-51,[4:0.6-8.0-2-01 -- 1 r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.06 9-10 >999 240 i MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.16 9-10 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-12 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-9 SLIDER Left 2x4 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=613/0-5-8,8=622/Mechanical Max Horz 1=230(LC 11) Max Uplift 1=-111(LC 12),8=-130(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-885/247,3-4=-264/125 BOT CHORD 1-10=-366/800,9-10=-366/800 WEBS 3-10=0/311,3-9=-727/263,4-9.110/498,4-8=-680/271 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=411;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0-0 to 15-0-0,Exterior(2)15-0-0 to j 16-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 20.0pst 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 lb uplift at Joint 1 and 130 lb uplift at Joint 8. 7)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE M11•7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with Mlretr <x connectors.This design is based only upon rxrrneters shown,and is ler<n kxiivIdual building component.not a truss system.Before use,the building designer must verity the applicabilty of design pxx<x nofers and properly incorIxrale this design into the overall building design. Bracing Indicated is to prevent buckling of indlvkluat truss web and/or chord members only. Additional temporary and permanent hracirm MiTek- Is always required for stability and to prevent collapse with possible personal Inytay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeeANS1/1Pn Quality Criteria,DSB•89 and SCSI Building Component 6904 Parke East Blvd. safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ,Qty Ply RiverSide Homes/Key Largo/JK T9667973 J160527 B06 Half Hip 11 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:41 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-R74y9FLMzZEBGLjb1 hJOAnSVH821 BPdFmDH_4jyTo0O 16-10-0 16.8.8 I 5.8.8I 11.1.8 — ( 16-2-8 __:_4161,(2_, 5.8-8 5-5-0 5-1-0 0-44 Scale=1:43.2 2x8'918 0-1.8 5 I V 14 5.00 12 3x4 i 1,5x4�� /11111\ 1 3 3x4 13 r-y 8 2 1 Id a _ 6 3x6 I 3x4 3x5=- 8-5-0 8-5-0 16.10.0 i 8-5-0 I 8-5-0 Plate Offsets(X,Y)-- (1:0-2-8,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl IA PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.11 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.27 7-8 >738 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.60 Horz(TL) 0.02 7 rVa n/a I BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I 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 puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.6-13 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=613/0-5-8,7=618/Mechanical Max Horz 1=252(LC 11) Max Uplift 1=110(LC 12),7.128(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-918/273,3-4=-762/232 BOT CHORD 1-8=-371/842,7-8=-243/463 WEBS 3-8=-263/151,4-8=-78/466,4-7=-618/228 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;eave=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 16-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 110 lb uplift at joint 1 and 128 lb uplift at joint 7. I I A WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I.7473 rev.1001/2015 BEFORE USE. ININ f Design valid for use only vAth MIlek5 connectors.this design Is based only upon paaometers shown.and Is for an ftxdMdual building component,not a truss system.Before use,the building designer must verily the appllcabllty of design parameters and properly Yx:orporate Ibis 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 Ir11uy and property damage. For general guidance regrading the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/lPt l Qualify Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty [Ply T RiverSide Homes/Key Largo/JK I T9667974 J160527 B07 i Monopitch 8 1 , 1 ;Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:42 2016 Page 1 I D:TgARfXIygNCwNc7zfc8OSOyX9yN-vJeKMbM_ktM 1 tV HobPgdj??g7YOHwswO?tOYc9yToQ? 5.8-811.1.8 I 16.10.0 5-8-8 5-5-0 5-8-8 3x4 I i Scale=1:43.5 5 6 15 5.00 •12 3x4 4 ccc��� r 8 alt 1.5x4 rl� 3 3x4 i 14 2 1=� 1 R 9 8 3x4= 3x6 I 3x5= I 8-5-0 16-10-0 I 8-5-0 8-5-0 Plate Offsets(X,Y)-- (1:0-2-8,0-0-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.27 8-9 >741 180 BCLL 0.0 * Rep Stress!nor YES WB 0.60 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:90 lb FT=20% LUMBER- L BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=613/0-5-8,8=622/Mechanical Max Horz 1=254(LC 11) Max Uplift 1=-109(LC 12),8.133(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-919/274,3-4=-762/232 BOT CHORD 1-9=-370/843,8-9=-241/463 WEBS 3-9=-264/153,4-9=-78/466,4-8=-615/227 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-10-0 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 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 109 lb uplift at joint 1 and 133 lb uplift at joint 8. mi. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mt1-7473 rev.10/03/2015 BEFORE USE. Design valki for use oNy with MIIekIS connectors.this design Is t,ased oNy upon parameters shown.and Is for an individual building component.not a truss system.Before use.the bulking designer must verify the uppliccbltty of design parameters and properly Incorporate This design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,n,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/lPtl Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate Institute.218 N.lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 L 1 Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9667975 1J160527 B08 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:42 2016 Page 1 I D:TgARfXIygNCwNc7zfc8QSOyX9yN-vJeKMbM_ktM 1 tVHobPgdj??gkYOrwr8O?tOYc9yToQ? 5-7-5 10.11-2 16-2-15 16.10.0 5-7-5 5-3-13 5-3-13 0.7-1 354= Scale=1:43.9 2x4 II 5 6 1 win 5.00 FIT 3x4 14 4 tro 1.5x4 3 354 13 2 100000 ed •8 7 i I 3x4= 3x6 354= 8-5-0 { 16-10-0 8-5-0 8-5-0 Plate Offsets(X,Y)-- 11:0-2-8,0-0-51,15:0.2-0,0-2-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d : PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.31 7-8 >650 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.65 Horz(TL) 0.02 7 rVa n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSHWeight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-12 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=617/0-5-8,7=617/Mechanical Max Horz 1=248(LC 11) Max Uplift 1=-111(LC 12),7=-130(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-931/275,3-4=-774/231 BOT CHORD 1-8=-386/854,7-8=-267/492 WEBS 3-8=-254/150,4-8=-67/464,4-7=-634/251 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-2-15,Exterior(2)16-2-15 to 16-8-4 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 lb uplift at joint 1 and 130 lb uplift at joint 7. • WARNMf0-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mr7ElC REFERANCE PAGE MN-7073 rev.10W3/I015 BEFORE USE. 14111* Design valid for use only with MITekta connectors.This design Is tamed only upon parameters shown,axil is for an Individual txrlding component,not a truss system.Before use,the bulking designer must verify the applicabilly of design parameters and I xof xnly Incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional tern;xxary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general rnridax:e regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,See-ANSI/TPI I Quality Criteria,DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Pate Institute-218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 e Job Truss Truss Type Qty j Ply RiverSide Homes/Key Largo/JK T9667976 J160527 COt Hip Girder 1 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:44 2016 Page 1 I D:TgARfXIygNCwNc7zfc8QSOyX9yN-siISnGOFGUcl7pRAips5oQ4y4L2tOhGhSBVeg2yToPz 3.7.127-0.0 11-3-10 15-5-8 19-7-6 23-11-0 27-3-4 30-11-0 I 3-7-12 3-4-4 4-3-10 I 4-1-14 i 4-1-14 { 4-3-10 3-4-4 3-7-12 Scale=1:52.0 NAILED Special NAILED NAILED NAILED 6x6= Special NAILED 3x8= NAILED 2x4 II NAILED 3x8= NAILED 6x6= 7.00 12 3 23 4 24 25 5 __- 26 27 6 28 7 Z-, in y;j nn 'IV n nn `y r `l 3x5 i3x5 2 8 r 1 e d i e 1 9 CO . \ t II 1 Ir rl �i 16 15 29 30 14 31 13 32 12 33 11 34 10 ra 6x8= 2x4 II 8x8= NAILED 2x4 II NAILED 8x8= NAILED 2x4 li NAILED 8x8= 2x4 II 8x8= Special NAILED NAILED NAILED Special Special NAILED Special I 3-7-12 l 7-0-0 11-3-10 { 15-5-8 19-7-6 i 23-11-0 i 27-3-4 ] 30-11-0 I 3-7-12 3-4-4 4-3-10 4-1-14 4-1-14 4-3-10 3-4-4 3-7-12 Plate Offsets(X,V)-- [3:0-3-0,0-2-5],[7:0-3-0,0-2-5],[13:0-4-0,0-4-8] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.20 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.45 13 >816 180 BCLL 0.0 * Rep Stress Ina NO WB 0.92 Horz(TL) 0.12 9 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH I Weight:218 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc purlins. 3-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. BOT CHORD 2x6 SP No.1 D WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 1=2641/0-5-8,9=2641/0-5-8 Max Horz 1=82(LC 24) Max Uplift 1=-753(LC 8),9=753(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4035/1178,2-3=-4368/1320,3-4=-3813/1180,4-5=-5241/1565,5-6=-5241/1565, 6-7=-3813/1180,7-8=-4368/1320,8-9=-4035/1178 BOT CHORD 1-16=-970/3414,15-16=-970/3414,14-15=-1350/4857,13-14=-1350/4857, 12-13=-1350/4857,11-12=-1350/4857,10-11=-970/3414,9-10=-970/3414 WEBS 2-15=-286/531,3-15=-421/1719,4-15=-1556/431,4-14=0/311,4-13=-144/578, 5-13=-535/281,6-13=-144/578,6-12=0/311,6-11=-1557/430,7-11=-421/1719, 8-11=-287/531,2-16=-484/169,8-10=-484/170 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=31st;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 753 lb uplift at joint 1 and 753 lb uplift at joint 9. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)307 lb down and 298 lb up at 7-0-0,and 307 lb down and 298 lb up at 23-11-0 on top chord,and 237 lb down and 106 lb up at 6-9-14,316 lb down and 105 lb up at 7-2-2,and 316 lb down and 105 lb up at 23-8-2,and 237 lb down and 106 lb up at 24-1-2 on bottom chord. The design/selection 01 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 Haan 9 1 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10173/2015 BEFORE USE. mg . Design valid for use only with MITeka>connectors.This design Is based only upon parameters shown,and is for an Indivkival bolding component.not a truss system.Below use,the building designer must verily the agnplicablly of design parameters and property incorporate this design kilo the overall bulldng design. Bracing Indicated is to prevent b ucktWig 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 Buss systems seeANSI/TPI I Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. , Safely Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Oty Ply RiverSide Homes/Key Largo/JK T9667976 J160527 CO1 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:44 2016 Page 2 I D:TgARIXIygNCwNc7zfc8OSOyX9yN-sil5nGOFGUcl7pRAips5o04y4L2tOhGhSBVeg2yToPz LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-7=-54,7-9=-54,17-20=-20 Concentrated Loads(Ib) Vert:3=-235(B)7=-235(B)15=-316(B)4=-114(B)14=-63(B)13=-126(B)5=-229(B)12=-63(B)6=-114(B)11=-316(B)23=-114(B)25=-114(B)26=-114(B) 28.114(B)29=-237(B)30=-63(B)31_63(B)32=-63(B)33=-63(B)34=-237(B) • 11 • • Wit a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.IGV3/201S BEFORE USE. Design valid for use only with MI1eidi connectors.this design Is based only rrpn parameters shown,and Is for an Individual txslding component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall i building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent Lrcrcing MiTek• Is always required for sklAtty and to prevent collapse with possAte personal blue/and property damage. For general guidance regarding the fabrication,n,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Pirale Institute.218 N.Lee Street.Suite 312,Atexandrka,VA 22314. Tampa.FL 33610 Job Truss Truss Type • •Qty Ply I RiverSide Homes/Key Largo/JK T9667977 J160527 CO2 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:45 2016 Page 1 I D:TgARfXIygNCwNc7zfc8QSOyX9yN-KuJTcOt1 okcIzONGXNKKdd8NIQH7JMghrFCCUyToPy 4-7-12 9-0-0 15-5-8 21-11-0 26-3-4 30-11-0 4-7-12 I 4-4-4 I 6-5-8 6-5-8 { 4-4-4 4-7-12 Scale=1:52.6 4x7= 1.5x4 I 4x7= 4 22 23 5 24 25 6 I 7.00 12 13 le 1.5x4 Q I 1.5x4;-i 3 7 3x4 i 21 26 2 3x4,� 8 1 ` 9 13 UP 1 Ia 1 12 11 10 3x8 1' 3x4= 5x8= 3x4= 3x8 11 9-0-0 15-5-821-11-0 30-11-0 I 9-0-0 l 6-5-8 6-5-8 i 9-0-0 ' Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[4:0-5-4,0-2-01,[6:0-5-4,0-2-01,[9:0-5-7,Edgel,[11:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.12 12-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.30 12-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.09 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1144/0-5-8,9=1144/0-5-B Max Horz 1=105(LC 11) Max Uplift 1=-223(LC 12),9=-223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1690/495,3-4=-1540/467,4-5=-1587/530,5-6=-1587/530,6-7=-1540/467, 7-9=-1690/495 BOT CHORD 1-12=-369/1400,11-12=-269/1299,10-11=-266/1299,9-10=-364/1400 WEBS 4-12=-13/327,4-11=-125/468,5-11=-397/191,6-11=-125/468,6-10=-13/327 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=45ft;L=311t;eave=4it;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 9-0-0,Exterior(2)9-0.0 to 26-4-14,Interior(1)26-4-14 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 lb uplift at joint 1 and 223 lb uplift at joint 9. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7073 rev.10/03,2015 BEFORE USE. lilt . Design valid for use only with MilekS connectors.Ills design Is txaed only upon parameters shown.and Is for an IndMcitral[raiding cornsrment,not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent txickllrg of Individual truss web and/or chord members only. Addlik,n al temporary and permanent bracing MiTek* Is always requked for stability and to prevent collapse YAM possible personal Inlay and property damage. for general guidance regadng the kltxbatbn,storage,delivery,erection and bracing of trusses and teas systems.seeANSI/TPI1 Quality Criteria,D58-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9667978 J160527 CO3 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:46 2016 Page 1 I D:TgARf Xlyq NCwNc7zfc 8QSOyX9yN-o4trCyPV o6sTM6bZq E uZtrAK79ncsl I_wV_IkwyToPx I 5-7-12 11-0-0 l 15-5-8 I 19-11-0 25-3-4 30.11.0 5-7-12 5-4-4 4-5-8 4-5-8 5-4-4 5-7-12 Scale=1:52.7 4x4= 3x4= 4x4= 4 24 5 25 6 r: x "4111411111114444‘1441\26 - 7.00 12 3x5 i 23 26 3x5 3 7 , ., 1 N , 3x4 i 22 27 2 3x4 8 1 � ` 9 i I. g e ` 16 � d 13 12 28 29 11 10 3x8 I 1.5x4 II 5x8= 3x8= 1.5x4 I 3x8 I 5.7-1211.0.0 l 19-11-0 l 25-3-4 30-11-0 I 5-7-12 5-4-4 8-11-0 5-4-4 5-7-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge),[9:0-5-7,Edge],[12:0-3-12,0-3-01 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 0.53 Vert(LL) -0.20 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.47 11-12 >792 180 BCLL 0.0 * Rep Stress Ind YES WB 0.29 Horz(TL) 0.10 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-9 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 WEBS T-Brace: 1x4 SPF Stud-5-12,5-11 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 Fasten(1X) 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=1144/0-5-8,9=1144/0-5-8 Max Horz 1=-129(LC 10) Max Uplift 1=-223(LC 12),9.223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1701/471,3-4=-1459/452,4-5=-1202/432,5-6=-1204/432,6-7=-1457/451, 7-9=-1701/471 BOT CHORD 1-13=-343/1421,12-13=-343/1421,11-12=-263/1280,10.11=-338/1409,9-10.338/1409 WEBS 3-12=-311/144,4-12=-102/458,6-11=-102/457,7-11=-312/144 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=31ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-1-2,Interior(1)3-1-2 to 11-0-0,Exterior(2)11-0-0 to 24-3-7,Interior(1)24-3-7 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 lb uplift at Joint 1 and 223 lb uplift at joint 9. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. -- WARNING-Verify daatgn parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE. pa Design valid for use only with MITeki connectors.this design Is based only upon parameters shown,and Is to an Initvidu l 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 Irvllvkival truss wet,and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablIty and to prevent collapse with possible personal Injury and properly damage. For general gukkri;e regarding the fabrication,storage,delivery,erection and bxackng of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. LSafety Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,/lexan drta-VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply RiverSide Homes/Key Largo/JK T9667979 1J160527 C04 Hip 2 1 J Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:47 2016 Page 1 I D:TgARf Xlyq NCwNc7zic8QSOyX9yN-GHRDPIQ7ZP_K_GAIOyQoQ2iUAZ8Kb9K789kJGNyToPw 6-7-12 13.0-017-11.0 24-3-4 30-11-0 6.7.12 I 6-4-4 4-11-0 6-4-4 I 6-7-12 l 4x7= Scale=1:55.3 4x4 4 23 24 5 S 7.00 NY 22 25 3x50 3x5* 3 6 I INIININ 3x4 i P1 26 2 ! \ 3x4 7 il 1f✓ �_ g! e `�, 6I: 12 11 27 10 9 3x8 II 1.5x4 5x5= 3x8= 1.5x4 II 3x6 II I 6-7-12 I 13-0-0 I 17-11-0 I 24-3-4 i 30-11-0 6-7-12 6-4-4 4-11-0 6-4-4 6-7-12 Plate Offsets(X,Y)-- 11:0-3-8,Edgel,14:0-5-4,0-2-01,18:0-5-7,Edge],111:0-2-8,0-3-01 LOADING (psi) SPACING- 2-0-0 ( CSI. I DEFL. in (loc) I/dell Ud i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 1 Vert(LL) -0.09 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 I Vert(TL) -0.26 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 I Horz(TL) 0.10 8 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:175 lb FT=20% --------------- — ----------- --------- ----- LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x4 SP No.2 2-0.0,Right 2x4 SP No.2 2-0-0 (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1144/0-5-8,8=1144/0-5-8 Max Horz 1=-152(LC 10) Max Uplift 1=-223(LC 12),8=223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1702/460,3-4=-1349/433,4-5=-1087/421,5-6=-1343/432,6-8=-1703/460 BOT CHORD 1-12=-325/1417,11-12=-325/1417,10-11=-180/1086,9-10=-320/1406,8-9=-320/1406 WEBS 3-11=-431/176,4-11=-69/401,5-10=-76/381,6-10=-434/176 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=4.2psh BCDL=3.Opsh h=25ft;B=45ft;L=31ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 13-0-0,Exterior(2)13-0.0 to 22-3-7,Interior(1)22-3-7 to 30.11.0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 lb uplift at joint 1 and 223 lb uplift at joint 8. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED M? MN EK REFERANCE PAGE -7473 rev.10030015 BEFORE USE , Design valid for use only with Milersbas s connectors.This design Is ed only upon prr aaefers shown.and is for an individual building component.not lit a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design- Bracing irrik:ated 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 Inksy and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI f Quality Criteria,DSB-89 and BCSI Bulling Component Safety Information avaliable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. ---_--- Tampa.FL 33610 • Job Truss Truss Type I Qty Ply RiverSide Homes/Key Largo/JK 1 T9667980 J160527 C05 Hip I1 1 _- i Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:48 2016 Page 1 ID:TgARIXIygNCwNc7zfc8QSOyX9yN-kT?cdeRl Kj6BcQlxxfxl yGFeYyTKKg5HNpTsppyToPv i 7-7-2 I 14-10-12 �6-0-4 23-3-14 I 30-11-0 7-7-2 7-3-10 1.1.8 7-3-10 7-7-2 4x10= Scale=1:62.6 4x4= 4 5 7.00 12 23 22 3x5 i 3x5 3 6 r N • \ / d 3X4-- 24 2 21 I 3x4 7 1 \ 8 12 11 10 9 .* 1.5x4 II 5x5= 1.5x4 I 3x8 3X8 II 3x8= 7.7-2I 14-10-12 16-0-4 23-3-14 30-11-0 7-7-2 7-3-10 1.1.8` 7-3-10 7-7-2 Plate Offsets(X,Y)-- 11:0-3-8,Edge],14:0-7-8,0-2-0],18:0-5-7,Edge],(11:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.10 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.69 Vert(TL) -0.29 11-12 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.23 Horz(TL) 0.10 8 r]/a rt/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:184 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-11,4-10,6-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 (0.131-x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1144/0-5-8,8=1144/0-5-8 Max Horz 1.174(LC 10) Max Uplift 1=-223(LC 12),8=-223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1690/434,3-4=-1246/394,4-5=-986/389,5-6=-1242/393,6-8=-1689/434 BOT CHORD 1-12=-290/1391,11-12=-290/1391,10-11=-113/982,9-10=-285/1390,8-9=-285/1390 WEBS 3-12=0/281,3-11=-524/212,4-11=-91/352,5-10=-117/404,6-10=-522/212,6-9=0/281 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=25th B=45ft;L=31ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-1-2,Interior(1)3-1-2 to 14-10-12,Exterior(2) 14-10-12 to 16-0-4,Interior(1)20-4-11 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS tor reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 lb uplift at joint 1 and 223 lb uplift at joint 8. r 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verity design paramaras and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Designvalid for use only with Mltekupon IS connectors.INs design is based only parameters shown,and is for an individual balding component.not mit a Buz system.Before use,the building designer must verify the ap{licablity of design parameters and txotxriy incorporate this design into the overall brilckrg design. Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal him and properly damage. For general guidance regarding the fabrication.storage,delivery-erection and bracing Of trusses and tans systems.seeANSI/tPtl Qualty Criteria.DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information available troth Truss Plate Institute.218 N.Lee Street.Suite 312.Nexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9667981 J160527 CO6 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:49 2016 Page 1 ID:TgARfXtygNCwNc7zfc8QSOyX9yN-CfZ_q_RN51F2DaK8VNSGVTopDMmF301QcTDPLFyToPu 7-1-8 13-11-8 16-11-0 19-11-0 25-3-4 30.11.0 7-1-8 6-10-0 2-11-8 I 3-0-0 I 5-4-4 I 5-7-12 l 5x5= Scale=1:58.9 4 ii 4x4= 4x7- 25 7.00 12 23. 5 o. 1.5x4\\ 3 3x5 z6 7 � N 4x4�i 22 4x4 2 8 i i I I" \ : .^.• 9 r.. d i. 13 27 28 12 11 10 3x4— 3x10 i1 5x8= 3x4= 1.5x4 II 4x7 II 9-7-4 i 16-11-0 I 19-11-0 i 25-3-4 I 30-11-0I I 9-7-4 7-3-12 3-0-0 5.4.4 5.7.12 Plate Offsets(X,Y)-- ij1:0-3-8,Edgel,[6:0-5-4,0-2-0],[9:0-4-3,0-0-131,[12:0-4-0,0-3-0] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.19 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.36 12-13 >999 180 BCLL 0.0 ' Rep Stress Inch YES WB 0.70 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1144/0-5-8,9=1144/0-5-8 Max Horz 1=163(LC 11) Max Uplift 1=-223(LC 12),9=-223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1680/450,3-4=-1534/483,4-5=-1497/522,5-6=-1270/425,6-7=-1447/431, 7-9=-1709/448 BOT CHORD 1-13=-301/1443,12-13=-141/1044,11-12=-201/1190,10-11=-312/1414,9-10=-312/1414 WEBS 3-13=-328/201,4-13=-140/551,4-12=-260/850,5-12=-832/306,6-12=-46/330, 6-11=-59/267,7-11=-320/136 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.Opsf;h=25ft;B=45ft;L=31ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 13-11-8,Exterior(2)13-11-8 to 23-0-2,Interior(1)23-0-2 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 lb uplift at joint 1 and 223 lb uplift at joint 9. I is. i 0 WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MITek13 connectors.IIs design Is t,osrxf only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the balking designer must verity the applicability 4cablity of dristan parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent txrckling of IndMdual taus web and/or chord members only. Additional temporary and permanent bracing MiTek* always ways required for stability andto prevent collapse with rxu slble personal Injury and properly damage. for general guidance regarding the 1 kirrlcation,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 available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria-VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK i T9667982 J160527 !C07 Roof Special 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:50 2016 Page 1 ID:TgARlXIygNCwNc7zfc8QSOyX9yN-hs7M2KS?sKNvrkvK34zV1 hKsmsRoUeZg7yztiyToPt 7-1-8I 13-11-8 18-11-0 I 21-11-0 263.4 I 30-11-0 7-1.8 6-10.0 4-11-8 3-0-0 4-4-4 4-7-12 5x5= Scale=1:58.9 4 111114111141N4 7.00 I12 22 4x4= 4x7= 1 235 I 1.5x4\\ C. tR3 3 24 1.5x4 7 op 3x4.-;" 21 25 2 I I 3x4 8 12 26 2711 10 :=...: 3x4=3x8 Ii 5x8= 3x4= 4x7 II 9-7-4 18-11-0 21-11-0 30-11-0 9-7-4 9-3-12 3-0-0 I 9.0.0 l Plate Offsets(X,Y)-- [1:0-3-8,Edge],[6:0-5-4,0-2-0],[11:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.30 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.59 11-12 >625 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.61 Horz(TL) 0.07 9 ilia n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:174 lb FT=20% LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i 1-11:2x4 SP No.1D WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1144/0-5-8,9=1144/0-5-8 Max Horz 1=163(LC 11) Max Uplift 1=-223(LC 12),9=-223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1685/444,3-4=-1539/478,4-5=-1793/591,5-6=-1475/454,6-7=-1533/436, 7-9=-1689/468 BOT CHORD 1-12=-297/1475,11-12=-140/1055,10-11=-237/1288,9-10=-334/1401 WEBS 3-12=-326/203,4-12=-131/602,4-11=-306/1036,5-11=-1056/382,6-11=-104/542 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=251t;B=45ft;L=311t;eave=4it;Cat. It;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interlor(1)3-1-2 to 13-11-8,Exterior(2)13-11-8 to 17-0-10,Interior(1)18-11-0 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 lb uplift at joint 1 and 223 lb uplift at joint 9. I i 12.. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rov.10/03/2015 BEFORE USE. Design valid for use only Mitt MlTekv connectors.114s design Is based only upon parameters shown-and Is for ai Individual building component,not a buss 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 knlury and property damage. nor general guidance regarding the fabrication.n.storage.delivery,erection and bracing of tnusesand taus systems,seeANSI/TPII Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Shed. Safety Information avtllaile from Truss Plate institute.21819.Lee Sheet.Suite 312.Alexandria.VA 22314. Tanya.FL 33610 • Job Truss Truss Type Qty Ply r RiverSide Homes/Key Largo/JK T9667983 J160527 C08 Roof Special Girder 1 1 !Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:51 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-92gkFgTedeVmTuU W dnUkaut49ARUXyYi3ni W QByToPs 7-1-8 13.11.820.11.0 , 23-11-0 27-6-11 30-11-0 7-1-8 { 6-10-0 6-11-8 ' 3-0-0 3-7-11 3-4-5 Scale=1:64.8 6x8 I I 4 1 7.00 12 1.5x4\\ \ = 6x8= 3 5 Special \ Si N 1000 3x5 5x5-:- / 7 2 4....."'"°°°*_ d4 1r ✓ \ �/ ii. r. aro 13 21 22 1211 23 10 24 9 3x4= 10x10 MT2OHS= 6x6_ 6x6— 2x4 II 8x8 4x10 II HTU26 Special Special 9-7-4 13-11-8 18-3-12 . 20-11-0 23-11-0 27-6-11 30-11-0 9-7-4 { 4-4-4 { 4-4-4 2-7-4 [ 3-0-0 3-7-11 i 3.4.5 Plate Offsets(X,V)-- [1:0-3-8,Edpel,[5:0-3-0,0-2-0],[6:0.6-0,0-2-41,110:0-3-0.0.4-41,[11:0-3-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSL DEFL in (foc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 j Vert(LL) -0.27 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.57 12-13 >654 180 MT2OHS 187/143 BCLL 0.0 Rep Stress Incl NO WB 0.57 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied. 1-4:2x4 SP No.1D,4-5:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. BOT CHORD 2x4 SP No.TD`Except` WEBS T-Brace: 2x4 SP No.2-5-12,4-12 8-12:2x6 SP No.1D Fasten(2X) T and I braces to narrow edge of web with 10d WEBS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.2 Brace must cover 90%of web length. WEDGE Right:2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1704/0-5-8,8=2667/0-5-8 Max Horz 1=-163(LC 6) Max Uplift 1=-380(LC 8),8=-668(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2682/645,3-4=-2535/677,4-5=-3614/959,5-6=-4335/1135,6-7=4440/1173, 7-8=-4038/1034 BOT CHORD 1-13=-475/2232,12-13=-352/1932,11-12=-1015/4330,10-11=-924/3832,9-10=-849/3420, 8-9=-849/3420 WEBS 5-11=-719/540,6-11=-173/939,6-10=-235/1012,3-13=-315/216,4-13=-171/584, 5-12=-2548/750,7-10=-214/516,7-9=-558/171,4-12=-647/2522 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=311t;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. J4)All plates are MT20 plates unless otherwise Indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 380 lb uplift at joint 1 and 668 lb uplift at joint 8. 8)Use Simpson Strong-Tie HTU26(20.10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 21-9-10 from the left end to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)388 lb down and 298 lb up at 23-11-0 on top chord,and 316 lb down and 105 lb up at 23-8-2,and 237 lb down and 106 lb up at 24-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. I lit Warning:Addili nal permanent and stability bracing for truss system(not Dart of this component design)is always required. 4 4;onlnued on page)) I I►WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED LETEK REFERANCE PAGE MIF7473 rev.10173/20/5 BEFORE USE 1111 Design valki for use only with MITekB,conn c tors.This design is based only upon parameters shown,and is for an trdtvidual building component,not a Huss system.Before use,tlx:building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Braclsg indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' i is always required for stability and to prevent collapse with possbie personal tnfum y and properly damage. For general guidancethe regarding t 6904 Parke East BNd. labkatlon,storage,delNery,erection and tracing of trusses and truss systems,seeANSI/JP11 Qudiry Criteria,DS8-89 and BCSI Building Component I Safety Inlormailon avclable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 • Job Truss Truss Type ,Ory Ply RiverSide Homes/Key Largo/JK T9667983 J160527 IC08 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:51 2016 Page 2 I D:TgARfXIygNCwNc7z(c8QSOyX9yN-92gkFgTedeVmTuU W dnUkaut49ARUXyYj3ni W Q8yToPs NOTES- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5.-54,5-6=-54,6-8=-54,14-18=-20 Concentrated Loads(Ib) Vert:6=-235(F)10=-316(F)23=-1295(F)24=-237(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10'03/2015 BEFORE USE Design valki for use only with Mitek£%connectors.This design Ls 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 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 triply and property damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Crlterla.DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9667984 J160527 i DO1 Hip Girder 1 1 I ! Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:52 2016 Page 1 ID:TgARfXlygNCwNc7zfc8QSOyX9yN-dEE6T?UGOydd412jAV?z76Q11 aghGR7sIRR3yayToPr 3-7-12 7-0-0 13-11-8 20-11-0 24-3-4 27.11.0 3-7-12 3-4-4 i 6-11-8 f 6-11-8 3-4-4 • 3-7-12 Scale:1/4'=1' Special NAILED NAILED 6x8- Special NAILED NAILED 2x4 II NAILED NAILED 6x8 3 17 18 19 20 4 21 22 23 24 5 7.00 12 /�i II II it II II II . G' 1.5x4 IIIIINIIIIIIIIS%N1.5x4�i 2 6 d a 1 7 1inr nn I "nn nn nn ' b 10 25 26 27 28 9 29 30 31 8 32 e_ 3x4— NAILED NAILED 8x8= _NAILED NAILED 3x4 8x8= 8x8= — — Special NAILED NAILED Special Special Special 7-0-0 13-11-820-11-0 27-11-0 7-0-0 I 6-11-8 6-11-8 7-0-0 ' Plate Offsets(X,Y)-- 13:0-1-12,0.3.8),15:0.1-12,0.3.8),19:0-4-0,0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.16 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.37 8-9 >914 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH ' Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1D'Except` TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. 3-5:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-0 oc bracing. BOT CHORD 2x6 SP No.1D WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.2,Right:2x4 SP No.2 REACTIONS. (lb/size) 1=2353/0-3-8,7=2353/0-3-8 • Max Horz 1=-82(LC 23) Max Uplift 1=-675(LC 8),7=-675(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3842/1142,2-3=-3791/1151,3-4=-4404/1344,4-5=-4404/1344,5-6=-3791/1151, 6-7=-3842/1142 BOT CHORD 1-10=-923/3202,9-10=-924/3293,8-9=-912/3293,7-8=-923/3202 WEBS 3-10=-59/681,3-9=-382/1350,4-9=-977/492,5-9=-382/1350,5-8=-59/681 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=28ft eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 675 lb uplift at joint 1 and 675 lb uplift at joint 7. 7)"NAILED"Indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)307 lb down and 298 lb up at 7-0-0,and 307 lb down and 298 lb up at 20-11-0 on top chord,and 237 lb down and 106 lb up at 6-9-14,316 lb down and 105 lb up at 7-2-2,and 316 lb down and 105 lb up at 20-8-2,and 237 lb down and 106 lb up at 21-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-5=-54,5-7=-54,11-14=-20 Continued on Dana 2 . M. , i A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111.7473 rev.10/03/2015 BEFORE USE. I 1 Design valid Ion use only with MITele9 connectors.Ibis design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate his design Into the overall building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal knkxy and properly damage. For general outdone()regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlable 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/Key Largo/JK T9667984 J160527 D01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:52 2016 Page 2 I D:TgAR1XIygNCwNc7zfc8QSOyX9yN-dEE6T?UGOydd412jAV?z76Q11 aghGR7sl R R3yayToPr LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-235(F)5=-235(F)10=-316(F)8=-316(F)17=-114(F)18=-114(F)20=-114(F)21=-114(F)23=-114(F)24=-114(F)25=-237(F)26=-63(F)27=-63(F)28=-63(F) 29=-63(F)30=-63(F)31=-63(F)32=-237(F) • Q WARNING•Vitrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I.7473 rev.101032015 BEFORE USE lilt Design valid for use only will,Mileka connectors.Ihls design is bused only upon parameters shown.and Is for an krdis4drral bolding component,not a truss system.Before use,the Lxiik ng designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek* Is always required for stability and to prevent collapse with possible personal Iryuy and property mage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems seeANSI/TPI1 Quality Criteria.DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety InformaBon avdable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 C • Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9667985 J160527 D02 Hip 1 1 , Job Referenceoptional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:53 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-5RoVgLVu8FIUiBdvkCXCfJyZxz7d?wk0X5BdUOyToPq 4-7-12 9-0-0 13-11-8 18-11-0 23.3-427-11-0 4-7-12 I 4-4-4 4-11-8 i 4-11-8 I 4-4-4 4-7-12 Scale=1:47.3 4x4 3x4= 4x4= 4 21 22 5 23 24 6 a n _- 7.001711x4 1.5x4* 1.5x4 i 3 7 a 20 25 05 3x4 i 3x4 2 8 w 61 it 26 27 10 3x8 !I 5x8= 3x8= 3x8 H 9.0-0I 18-11-0 27.11.0 9-0-0 9-11-0 9-0-0 Plate Offsets(X,y)-- [1:0-3-8,Edge],19:0-5-7,Edgel,[11:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.28 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.56 10-11 >595 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.27 Horz(TL) 0.08 9 nia n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-8 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=1033/0-3-8,9=1033/0-3-8 Max Horz 1=-105(LC 10) Max Uplift 1=-202(LC 12),9=-202(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1508/445,3-4=-1350/412,4-5.1134/393,5-6=-1136/394,6-7=-1349/412, 7-9=-1508/445 BOT CHORD 1-11=-329/1253,10-11=-282/1257,9-10=-324/1247 WEBS 4-11=-83/430,5-11=-274/99,5-10=-272/99,6-10=-83/429 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Ops1;h=25ft;B=45ft;L=2811;eave=4ft;Cat. II;Exp B;Encl.,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 23-4-14,Interior(1)23-4-14 to 27-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 202 lb uplift at joint 1 and 202 lb uplift at joint 9. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE*411-7473 rev.10/13/2016 BEFORE USE. • Design valid for use only with MITek19 connectors.!Ns design is based only upon parameters shown,and is for an hdvidu tl building component.not a truss system.Before use,the building designer must verify the gtpllcabllty of design parameters and properly Incorporate this design into the overall bldng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. AdditIonal temporary and permanent bracing M iTek Is always required for stabltiy and to prevent collapse with possible personal him/and property damage. For general guidance regarding the latrlcatkxn,storage,delivery,ereciton and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply 1 RiverSide Homes/Key Largo/JK i T9667986 J160527 D03 Hip 1 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:54 2016 Page 1 I D:TgARfXlygNCwNc7zfc8QSOyX9yN-ZdMtthV W vZtKKLC51 w2RCXVjVNX8kOE911wA0TyToPp 5-7-12 11-0-016-11-0 22-3-4 27-11-0 5-7-12 I 5-4-4 5-11-0 I 5-4-4 5-7-12 Scale=1:48.6 457= 454= 4 23 24 5 i rillEl 7.00 FIT 3x5 i 22 25 3x5 3 6 rt IN 3x4-i 21 26 2 3x4�� , \ 7 . i a a 1 Id 12 11 27 10 9 3x8 H 1.5x4 II 5x5= 3x8= 1.5x4 H 3x8 H I 5-7.12I 11-0-0 I 16-11-0 22-3-4 27-11-0 5-7-12 5.4.4 5-11-0 5-4-4 5-7-12 Plate Offsets(Xy)-- 11:0-3-8,Edge),14:0-5-4,0-2-01,[8:0-5-7,Edge1,111:0.2-8,0-3.01 LOADING (psf) SPACING- 2-0-0 CSI. ' DEFL, in (loc) Vdef1 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.07 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.18 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1033/0-3-8,8=1033/0-3-8 Max Horz 1=129(LC 11) Max Uplift 1=-202(LC 12),B=-202(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1514/418,3-4=-1251/402,4-5=-1020/389,5-6=-1246/400,6-8=-1514/418 BOT CHORD 1-12=-298/1266,11-12=-298/1266,10-11=-183/1028,9-10=-294/1250,8-9=-294/1250 WEBS 3-11=-333/141,4-11=-50/359,5-10=-52/349,6-10=-336/141 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511 L=28ft;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 11-0-0,Exterior(2)11-0-0 to 21-1-15,Interior(1)21-1-15 to 27-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 202 lb uplift at Joint 1 and 202 lb uplift at joint 8. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I � A WARN/VG•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 511.7473 rev.10'03/2015 BEFORE USE. • Design valid for use only with MlteW connectors.This design Is based only upon parameters shown.and Is for an individual building cot nponent,not a truss system.Before use,the bulking designer must verify the applkabllty of design parameters and properly Incorporate finis design into tine overall b Ading design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and txtrmonent Wacing MI is always required for stability and to prevent collapse with possible personal i nlury and properly damage. For amoral grickrtce regarding the fabrication,storage,delivery,erection and bracing of trusses and fuss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke EMI Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampe,FL 33610 Job Truss Truss Type Qty Ply i RiverSide Homes/Key Largo/JK T9667987 J160527 D04 Hip 1 1 ,Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:55 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-1 pwF51 W 8gt?BxVnlsdZgkkl senv?TnVI_PgkZvyToPo 6-7-12 13.0.0I 14.11.0 , 21-8-14 6-7-12 6-4-4 1-11-0 ' 6-9-14 4x10= Scale=1:49.9 4x4= 4 5 7.00 12 17 16 16 3x5 i 3x6 z: 3 6 3x4 i 15 a � d 1 (ea n 2f� 1 n ■ ICA 10 9 8 2x4 117 5x5= 3x4= 3x8= 3x8 11 6-7-12 13-0-0 14-11-0 21-8-14 6-7-12 6-4-4 I 1-11-0 ' 6-9-14 --- Plate Offsets(X,Y)-- I1:0-3-8,Edge],[4:0-7-8,0-2-0],I10:0-2-8,0-3-01 LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 , Vert(TL) -0.16 7-8 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.51 Horz(TL) 0.03 7 rVa n/a BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MSH 1 Weight:142 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 WEBS T-Brace: 1x4 SPF Stud-4-8 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=799/0-5-8,7=799/Mechanical Max Horz 1=219(LC 11) Max Uplift 1.154(LC 12),7=-158(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1102/301,3-4=-699/261,4-5=-527/260,5-6=-650/235,6-7=-736/251 BOT CHORD 1-10=-350/908,9-10=-350/908,8-9=-189/527 WEBS 3-10=0/261,3-9=-484/195,4-9=-91/327,4-8=-285/84,6-8=-138/528 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4f1;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-0-0,Exterior(2)13-0-0 to 14-11-0,Interior(1)19-1-15 to 21-7-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.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 154 lb uplift at joint 1 and 158 lb uplift at Joint 7. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING•Verily deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. 1 Milt Design valid for use only with eellekT)connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the bulling designer must verity the applicability of design parameters orxt properly incorporate this design into the overall balding design. liming Indicated is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hlury and property damage. For general guidance regarding the lobrk:atkm,storage.delivery,erection and bracing of trusses and toss systems,seeANSI/lPt l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, Safety Information avallat>ae koro Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. I Ta mP FL 33610 '----- 1 • • Job Truss Truss Type Qty Ply 7 RiverSide Homes/Key Largo/JK i I T9667988 J160527 005 Common 2 1 [Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:56 2016 Page 1 ID:TgARfXIygNCwNc7zfc8OSOyX9yN-VOUdINXmRA72ZIMU PL4vHya_I B8mCI?SD3PH5LyToPn 7-1-8 13-11-8 21-8-14 I 7-1-8 i 6-10-0 i 7-9-6 i 5x5= Scale=1:52.9 4 1 i' 14 15 7.0012 16 1.5x4\\ 3x8 3 5 3x44 13 \ , I \ I N 2 V 1 iii ! (o a --. 8 17 18 7 6 6x6= 3x4= 1.5x4 II 3x8 i1 l 9-7-4 13-11-8 I 18-3-12 21-8-14 1 9-7-4 4-4-4 4.4.4 3-5-2 Plate Offsets(X,Y)-- 11:0-3-8,Edge),18:0-3-0,03.41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.25 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.39 7-8 >661 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.02 6 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. i WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-7 SLIDER Left 2x4 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=799/0-5-8,6=799/Mechanical Max Horz 1=230(LC 11) Max Uplift 1=-154(LC 12),6=-158(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1021/290,3-4=-931/323,4-5=-532/203,5-6=-829/211 BOT CHORD 1-8=-327/963,7-8=-163/521 WEBS 4-7=-284/123,3-8=-346/205,4-8=-143/624,5-7=-70/611 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45ft;L=2411;eave=411;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-11-8,Exterior(2)13-11-8 to 16-11-8 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 1 and 158 Ib uplift at joint 6. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. l 0 WARNING-Verify d.elgn parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE MN-7473 rev.ICl/032015 BEFORE USE. id Design valid for use only with Woke connectors.This design Is based only upon parameters shown.and Is for an Individual building component,riot a truss system.Before use,the doling designer must verify the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated is to prevent heckling of individual truss web and/or chord members only. Acktilkrnal temporary and permanent broclng Wok' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ktxicatbn,storage,delivery,erection and bracing of trusses and taus systems.seeANSI/iPI l Quality Criteria,D58-89 and BCSI BuNdIng Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type •Qty Ply RiverSide Homes/Key Largo/JK T9667989 J160527 E01 Monopitch Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:39:56 2016 Page 1 I D:TgARf XIygNCwNc7zfc8QSOyX9yN-VOUdINXmRA72ZfMU PL4vHya7_BC RC EsSD3PH5LyToPn 7-0-0 7-0-0 Scale=1:29.7 1.5x4 II 3 7.00 12 3x8 2�i J_ III Ili ii ►moi 9 5 10 4 HTU26 3x10 II HTU26 5x5 8x8= HTU26 3.4.5 7-0-0 3-4-5 3-7-11 Plate Offsets(X,Y)-- f 1:Edge,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 4-5 >999 240 i MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.06 4-5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.50 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, BOT CHORD 2x6 SP No.1 D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.2 REACTIONS. (lb/size) 1=1529/0-5-8,4=1315/Mechanical Max Horz 1=150(LC 7) Max Uplift 1=310(LC 8),4=-293(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1624/337 BOT CHORD 1-5.329/1376,4-5=-329/1376 WEBS 2-4=-1620/383,2-5=-285/1463 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=2411;eave-4f1;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 310 lb uplift at joint 1 and 293 lb uplift at joint 4. 6)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. starling at 1-0-12 from the left end to 5-0-12 to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger Is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-6=-20 Concentrated Loads(Ib) Vert:5=-779(B)9=-779(B)10=-779(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mtleka xn corectocx s.This design is based only upon pcxneters shown,and is to an individual boldin component,not . a truss system.Before use,the building designer must wady the applicability of design parameters and properly incorporate this design Into the overall bolding design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gukiance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPt 1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Stile 312,Alexandra VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK 19667990 J160527 J01 Comer Jack 6 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:08 2016 Page 1 I D:TgARIXIygNCwNc7zfc8QSOyX9yN•9JCApUglcseL?VHn6sIjmT4DbOSROmfDzwJwW tyToPb 1.0.0 1-0-0 5.001-12 Scale=1:8.7 2 , N II d =111� 3 fl 4 3x8 11 1.0.0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 4 >999 180 BCLL 0.0 * Rep Stress tncr YES WB 0.00 Horz(TL) -0.00 2 ria rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=31/0-5.8,2=22/Mechanical,3=9/Mechanical Max Horz 4=22(LC 12) Max Uplift 2=-14(LC 12),3=-3(LC 12) Max Gray 4=31(LC 1),2=22(LC 1),3=16(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;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 14 lb uplift at joint 2 and 3 lb uplift at joint 3. 6 f 0 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 ray.10/03/2015 BEFORE USE. Design valid for use only with MiTek!)connectors.Ns design is based only upon parameters shown-and Is for an Individual balding component.not a truss system.Before use.the building designer must verity the applicability of design I xaameters and properly hcoiporote this design Into the overall building design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only. AdeNibnal temporary and permanent bracing MiTek is always req ited Tor stability and to prevent colltgse with possible personal injury and property damage. For general gr*dance regarding the tctxk:atk,n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Flute institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type �Qty Ply I RiverSide Homes/Key Largo/JK J160527 J02 Comer Jack i6 T9667991 1 -__ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:08 2016 Page 1 I D:TgARl XIygNCwNc7zfc8QSOyX9yN-9JCApUglcseL?VHn6sljmT4CzORUOmf DzwJwW fyToPb 3-0-0 3-0-0 Scale=1:12.9 3 5.0012 3x4 2 1 c n • ♦I 4 3x5 I' i 3-0-0 3-0-0 Plate Offsets(X,Y)-- 11:0-1-8,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 4-7 >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 Ina YES WB 0.00 Horz(TL) 0.00 1 Na n/a BCDL 10.0 Code FBC2014ITPI2007 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=109/0-5-8,3=73/Mechanical,4=35/Mechanical Max Horz 1=35(LC 12) Max Uplift 1=-9(LC 12),3=-33(LC 12) Max Gray 1=109(LC 1),3=73(LC 1),4=49(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=2411;eave=oft;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 9 lb uplift at joint 1 and 33 lb uplift at joint 3. A WARNING-Varity design paras eters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/201S BEFORE USE. • Design valid for use only with MITeis)connectors.This design Is based only upon parameters shown,and Is for an individual holding component,not a truss system.Before use,the building designer must verify the appllca611ty 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 stabflty arid to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and tucking of trusses and truss systems,seeANSI/IPI l Quality Criteria,OSB-89 and BCSI Building Component Safely Information available hom Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 I l • • Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9667992 J160527 J03 Corner Jack 6 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:09 2016 Page 1 ID:TgARfXIygNCwNc7zfc8OSOyX9yN-dWmY1 phwNAmCdfs._gZpyJhdJXOkvIDuMCa3T25yToPa I 5-0-0 I 5-0-0 Scale=1:17.8 2 11T 5.0012 i 6 Lc m N 5 N 1 AO IL 3 INA 4 3x8 II 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 3-4 >842 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.00 Horz(TL) 0.03 2 n/a rUa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=177/0-5-8,2=120/Mechanical,3=58/Mechanical Max Horz 4=69(LC 12) Max Uplift 4=-16(LC 12),2=-56(LC 12) Max Gray 4=177(LC 1),2=120(LC 1),3=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45th L=2411;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1-12 to 4-11-4 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 16 lb uplift at joint 4 and 56 lb uplift at joint 2. A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.1003/2015 BEFORE USE. ms. Design valid for use only with MITek©connectors.this design Is based only upon parameters shown,and Is for an IndMdual building component not a truss system.Before use,the building designer must verily the appllcgtllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling or Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possd Je personal Inlu ry and property damage. for general guidance regarding the kabrtcatkxn.storage,delNery.erection and bracing of trusses and truss systems.seeANSI/7I1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East 6rvd. Safety Information avdlable from Truss Plate institute.218 N.lee Street.Suite 312.Alexandria.VA22314. Tampa,FL 33610 Job Truss Truss Type •Qty Ply RiverSide Homes/Key Largo/JK 1 T9667993 J160527 J04 Jack-Open 15 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:09 2016 Page 1 ID:TgARtXIygNCwNc7zfc8QSOyX9yN-dW mY 1 phwNAmCdfs_gZpyJhdEQQgslDuMCa3T25yToPa 7-0-0 7-0-0 Scale=1:21.9 2 ,I 5.00 I fll°1111°11111111111111 � 6 5 ch ►" 4 3x8 11 3 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Verl(LL) -0.09 3-4 >861 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.27 3-4 >298 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 2 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 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=251/0-5-8,2=169/Mechanical,3=82/Mechanical Max Horz 4=93(LC 12) Max Uplift 4=-26(LC 12),2=-77(LC 12) Max Gray 4=251(LC 1),2=169(LC 1),3=127(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=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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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 26 lb uplift at joint 4 and 77 lb uplift at joint 2. WARNEJG-Verily daalyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1IW3/2015 BEFORE USE. Design valid for use only with Mitekt>connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the biking 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 Inilvkfud truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is iTek- is always required for stability and to prevent collapse with possible personal Ir*xy and property damage. For general guidance regarding the fatrk•.aflon,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Bulding Component 6904 Parke East BNd. Safely Information makable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33650 1 Job Truss Truss Type • !Qty Ply RiverSide Homes/Key Largo/JK T9667994 J160527 J05 Jack-Partial Girder 13 1 ,Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:10 2016 Page 1 ID:TgARfXIygNCwNc7zic8QSOyX9yN-5iKwE9iY8Uu3E0DAEHKBru9R1 qt sUcvW REoOaXyToPZ 4-9-8 9.7.1 4-98 4 4-9-8 4 , Scale=1:21.2 3.54 12 f 15 3x4 3 14 180 3X4 i N cb 2 cn 1 11� 16 17 7 18 6 1.5x4 II 3x6 I I 3x4 6 4-9-8 i 9-7-1 •6 4-9-2 4-9.8 Plate Offsets(X,Y)-- f1:0-2-4,0-1-3] LOADING (psi) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/dell Ud ( PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL L25 BC 0.47 Vert(TL) -0.11 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO I WB 0.27 Horz(TL) -0.01 4 nia n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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=393/0-7-0,4=134/Mechanical,5=265/Mechanical Max Horz 1=81(LC 8) Max Uplift 1=-73(LC 8),4=-57(LC 8),5=-47(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-608/113 BOT CHORD 1-7=-165/563,6-7=-165/563 WEBS 3-6=-605/178 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=241t;eave=4it;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint 1,57 lb uplift at joint 4 and 47 lb uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)44 lb down and 19 lb up at 1-5-0,and 28 lb down and 47 lb up at 4-2-15,and 44 lb down and 76 lb up at 7-0-14 on top chord,and 3 lb down and 6 lb up at 1-5-0,and 19 lb down and 9 lb up at 4-2-15,and 40 lb down 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(Ib) Vert:14=-4(F)15=-43(F)16=-1(F)17=-9(F)18=-29(F) 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/03/2015 BEFORE USE. le• Design valid for use only with MiTek!%connectors.This design Is based only upon parameters shown.and Is for on individual building component.not a truss system.Before use,the building designer must verily tire(rpplicablity of design pxxcrmeters and properly hcxorpo rote this design Into the overall building design. Bracing indicated Is to prevent buckling of in dlvkdual truss web and/or chord members only. Ackiitlonal temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. dor general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tess Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 ' r Job Truss Truss Type Ory Ply RiverSide Homes/Key Largo/JK T9667995 J160527 J06 Jack-Partial Girder 3 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:11 2016 Page 1 I D:TgARf XIyq NCwNc7zfc8QSOyX9y N-Zuu I SVi BvnOwsy?M o_rQO6ici E Nw03mff uYa7_yToPY 4-11-0 9.10.1 4-11-0 { 4-11-0 Sc 4 , ate=1:21.5 '1 3.54112 1 15 I 3x4 3 14 7. o 3x4 co• "rA m 1 00 �: r Iii IIIMI 16 17 7 18 6 , IIIM 1.5x4 II 5 3x6 II 3x4= 0-9-6 4-11-0 l 9-10-1 1 0-0-6 4-10-10 4-11-0 Plate Offsets(X,V)-- [1:0-2-4,0-1-31 LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.48 Vert(TL) -0.12 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO I WB 0.30 Horz(TL) -0.01 4 Na n/a BDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 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=403/0-7-0,4=134/Mechanical,5=272/Mechanical Max Horz 1=83(LC 8) Max Uplift 1=-75(LC 8),4=-57(LC 8),5=-49(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-631/117 BOT CHORD 1-7=-171/585,6-7=-171/585 WEBS 3-6=-628/183 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.Opst;h=25ft;B=451t;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)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 75 lb uplift at joint 1,57 lb uplift at joint 4 and 49 lb uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)44 lb down and 19 lb up at 1-5-0,and 28 lb down and 47 lb up at 4-2-15,and 44 lb down and 76 lb up at 7-0-14 on top chord,and 3 lb down and 6 lb up at 1-5-0,and 19 lb down and 9 lb up at 4-2-15,and 40 lb down 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:14=-4(F)15=-43(F)16=-1(F)17=-9(F)18=-29(F) _ A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI47473 rev.1003/2015 BEFORE USE. Design vdkl tor use only with MIlelc0 connectors.Ibis design Ls based only upon parameters shown.and Is for an I dMdual building component,not a truss system.Before use.the building designer must verily the ap plIcablity of design pxrcmeters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek• Is always required for stability and to prevent collapse with possble personal knluay and property damage. For general gridax:e regarding the fabrication.storage.delNery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DS8.69 and SCSI Building Component 6904 Parke East Bird. Soley Information available from Truss Plate Institute,218 N.bee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 e , Job Truss Truss Type I Qty Ply RiverSide Homes/Key Largo/JK T9667996 J160527 J07 Corner Jack 10 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:11 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-ZuuISVi BvnOwsy?Mo_rQO6ijpEU5D7OffuYa7_yToPY l 1-0-0 1-0-0 Scale=1:9.8 7.00 12 2 y r 0 I I I 01 pp1111. Ta L 3 4 3x8 L. 1-0-0 t-0-0 Plate Offsets(X,Y)-- (4:0-4.4,0-1-81 ----- LOADING LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=27(LC 12) Max Uplift 2=-18(LC 12),3=-6(LC 12) Max Gray 4=31(LC 1),2=25(LC 17),3=16(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft L=24ft;eave=oft;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 18 lb uplift at joint 2 and 6 lb uplift at joint 3. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.1))3/2016 BEFORE USE. Design valid to use only with Mllekh connectors.this design Is trased only upon parameters shown,and is for an individual holdioct component,not a truss system.Before use,fine txilciing designer must verify the applicability of design parameters and property incorporate this design into the overall bunting design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regaling the 6904 Parke East Blvd.tabrk:atkrn,storage,delivery, ion erectand bracing of trusses and truss systems.SeerANSUIPt I Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Oty Ply RiverSide Homes/Key Largo/JK T96679971 1J160527 IJ08 Corner Jack 7 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:12 2016 Page 1 ID:TgARfXIygNCwNc7ztc8OSOyX9yN-15Sgfrjpg58nU6aZLiMfwJFt6epDyaepuYH7tOyToPX 3-0-0 3-0-0 Scale=1:15.7 2 7.00 12 :1)/ Id - • • O N 1 N 3 4 3x8 11 3-0-0 3-0-0 Plate Offsets(X,Y)-- [4:0-4-4,0-1-81 I ' LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=103/0-5-8,2=70/Mechanical,3=33/Mechanical Max Horz 4=60(LC 12) Max Uplift 2=-42(LC 12),3=-3(LC 12) Max Gray 4=103(LC 1),2=72(LC 17),3=53(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 2 and 3 lb uplift at joint 3. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MfF7173 rev.iQN3l2016 BEFORE USE. 11111 Design valid for use only with MITek®connectors.Ibis design is based only upon parameters shown,and Is tar<n individual building component,not a truss system.Bolero use,the briding designer must verity the of 4 lkxrblity of design parameters and property Incorporate this design Into the overall building design. Bracing located Is to prevent buckling of individual truss web and/or chord members only. Addltl nal term x nary and permanent bracing MiTek' Is always required for sfabBlty and to prevent collapse with possble personal Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI BuSWng Component 6904 Parke East Blvd. Safely Information avallable from truss Plate Institute,218 N.Lee Sheet Salle 312./dexandrfa,VA 22314. Tampa,FL 33610 • Job Truss Truss Type .Qty Ply RiverSide Homes/Key Largo/JK T9667998 J160527 JO8A Corner Jack 1 1 Job Reference(optional) Manning Budding Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:12 2016 Page 1 I D:TgARfXIygNCwNc7zfc8QSOyX9yN-15Sgfrjpg5BnU6aZLiMfwJFt6epDyaepuYH7fQyToPX 3-0-0 3-0-0 Scale=1:15.7 2 7.00 (`' 1 N PP 3 4 3x8 I I 3-0-0 3-0-0 Plate Offsets(X,Y)-- (4:0-4.4,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip IDOL 1.25 TC 0.12 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber IDOL 1.25 BC 0.09 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=103/0-5-8,2=70/Mechanical,3=33/Mechanical Max Horz 4=60(LC 12) Max Uplift 2=-42(LC 12),3=-3(LC 12) Max Gray 4=103(LC 1),2=72(LC 17),3=53(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25th B=45ft;L=24tt;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 2 and 3 lb uplift at joint 3. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/032015 BEFORE USE. 11111 Design valid for use only with Ml1ekt")connectors.this design Is based only upon parameters shown,and Is for an i ndM drxal txri<ibr(s 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(or stability and to prevent collapse with possible personal Intray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Bus systems seeANSVTP11 Quality Criteria,DSB-89 and SCSI Betiding Component 6904 Parke East Btvd. Safely Information available from Truss Plate Institute.218 N.Lee Street-Suite 312,Alexandria,VA 22314. Tampa,Ft.33610 • } :Job Truss 'Truss Type 'Qty Ply I RiverSide Homes/Key Largo/JK T9667999 J160527 JO8B Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:13 2016 Page 1 I D:TgARfXIygNCwNc7zfc80SOyX9yN-VH03tBkRRPGe6G9IvPtuTXn 1?17vh 1 hy7C 1 hBsyToPW I 1-3-0 2-3-0 3-0-0 { 1-3-0 1-0-0 0-9-0 Scale=1:15.7 4 , t � 1.5x4 II � 7.00 12 �, 3x4= 4 �' i ; 1 1N 7 1 1.5x4= 0 Sill • l' 8 6 5 1.5x4 II 1.5x4 II 9 3x8 1 1-3-0 i 2-3-0 3.0.0 I 13-0 1-0.0 0-9-0 Plate Offsets(X,Y)-- (2:0.1-8,Edge),19:0-4-4,0-1-81 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid I PLATES GRIP TCLL 20.0 j Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.01 2 >999 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 2 >999 180 BCLL 0.0 ' II Rep Stress Incr YES WB 0.01 Horz(TL) 0.02 5 n/a rite BCDL 10.0 l Code FBC2014/TPI2007 Matrix-MSH j Weight:14 lb FT=20% 1111 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=103/0-5-8,4=98/Mechanical,5=5/Mechanical Max Horz 9=60(LC 12) Max Uplift 4=-46(LC 12) Max Gray 9=103(LC 1),4=102(LC 17),5=11(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=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft L=24ft;eave=01;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 20.0psf 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 4. . a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. I Design r valid for use only with MI Ielai connectors.this design Is based only urx>n parameters shown,and Is for an tv.fividu l building component.not , a truss system.Before use.the bulking designer must verily the applicability of design Ixxameters and properly incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent heckling of IndMduat truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for slabliy and to prevent collapse with possbie personal t*ay and properly damage. For general guidance regarding the tabrk:alkrr,storage.delivery,erection and bracing of trusses and truss systems,seeANSUIPI l Quality Crlterla,DS8-89 and SCSI Building Component 6904 Parke East BNd. Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 I a , Job Truss Truss Type ;Oty Ply RiverSide Homes/Key Largo/JK ! T9668000 J160527 JO8C Corner Jack .1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:13 2016 Page 1 I D:TgARlXIygNCwNc7zfc8OSOyX9yN-V H03tBkRRPGe6G91vPtuTXn1 z 18wh1 hy7C t hBsyToPW 1-3-8 2-3-8 3.0.0 I 1-3-8 1-0-0 I 0-8-8 Scale=1:15.7 4 - 1.5x4 I f7.001r 3 2x5= , m ' N '_ M Or i /II.. M 7 N • 1.5x4= il II II ligi Mit1 • 8 6 5 1.6x4 II 1.5x4 II 9 3x8 !I 138I 2-38 I 3-0-0 138 1-0-0 0-8-8 Plate Offsets(X,Y)-- 12:0-1-12,0-0-41,(9:0-4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.01 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 2 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.01 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=103/0-5-8,4=98/Mechanical,5=5/Mechanical Max Horz 9=60(LC 12) Max Uplift 4=-46(LC 12) Max Gray 9=103(LC 1),4=102(LC 17),5=10(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4lt;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 4. 1 0 WARNING-Willy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.100112015 BEFORE USE ' Design valid for use only with Mllek this connectors. s design based only upon parameters shown.and is for an ksdkArd lvbuilding component,not a trussa'Insystem.Before use.the b king designer must verify the applicability of design parameters and properly Incorporate this design Into the overall tx11g design. Bracing indicated Is to prevent budding of Incilvkfual truss web and/or chord members only. Additional temporary and permanent txang MiTek • is always required for stability and to prevent collapse with possible personal Injury and property damage. log general guidance regarding the fabrication.storage.delivery,erection and brackq of inoses and truss systems.seeANSI/IP11 Qualify Criteria,058.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Born Truss Plate Institute.218 N.lee Street.Suite 312,Alexa dda,VA 22314. Tampa.FL 33610 Job Truss Truss Type j Oty Ply RiverSide Homes/Key Largo/JK 796680011 J160527 J09 Comer Jack '6 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:14 2016 Page 1 I D:TgARIXIygNCwNc7zfc8QSOyX9yN-_TZR4XI3CiOVjQIocT7P7OkK9JRR 1 QU85MsmEkJyToPV 5-0-0 5-0-0 Scale=1:22.3 2 1 �J� 7.00 12 6 co 0) I 5 4 3 3x8 11 5.40 5-0-0 Plate Offsets(X,Y)-- 14:0-4-4,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in pc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 3-4 >829 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=177/0-3-8,2=119/Mechanical,3=58/Mechanical Max Horz 4=93(LC 12) Max Uplift 4=-1(LC 12),2=-67(LC 12),3=-1(LC 12) Max Gray 4=177(LC 1),2=121(LC 17),3=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25it;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 4,67 lb uplift at joint 2 and 1 lb uplift at joint 3. AA WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev.10W312015 BEFORE USE. Design valid for use only with Milekb connectors.This design is based only upon parameters stdrvm,and is for an Individual bidding component,not a truss system.Before use,the building designer must verify the applicabliry of design Ixxarneters and properly Incorporate this design Into the overall building design. Bracing kWk:ated is to prevent buckling of individual tress web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent coiiap se with possible personal Inlay aro,properly damage. for general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DS8-89 and SCSI Budding Component Safety Information available from Truss Plate Institute.218 N.lee Street.Sutie 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9668002 J160527 J09A Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 5 Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:14 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN TZR4XI3CiOVjQkxT7P7OkK9JRR1QU85MsmEkJyToPV 5-0-0 5-0-0 Scale=1:22.3 2 91 7.00 12 6 .. ao 05 5 roCh 4 3 3x8 II 5.0.0 5-0-0 Plate Offsets(X,Y)-- 14:0-4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. ( DEFL. in (loo) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 3-4 >829 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=177/0-5-8,2=119/Mechanical,3=58/Mechanical Max Horz 4=93(LC 12) Max Uplift 4=-1(LC 12),2=-67(LC 12),3=-1(LC 12) Max Gray 4=177(LC 1),2=121(LC 17),3=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.0psf;h=25ft;B=45th L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MINERS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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 tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 4,67 lb uplift at joint 2 and 1 lb uplift at joint 3. � f V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only vAth MIteka:connectors.this design is based only upon rxxameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verity the of4>licabllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent knuckling 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 iniury and properly damage. For general guidance regarding the faLricatior storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Gudlty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Skid. • Safely Irdormation available horn Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 i Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9668003 J160527 JO9B Corner Jack 2 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:15 2016 Page 1 ID:TgARtXIygNCwNc7zfc8QSOyX9yN-Sg7pHtmhzOWMLaJ81 gwMYysH5rgT9x8FaW W nGIyToPU 1.11-10I 2-11-10 l 5-0-0 1.11.10 1.0-0 2-0-6 Scale=1:22.9 4 ,+ 7.00 ' 1.5x4 I 3 1.5x4 II op 2P. o 6cc°1) 6 6• al 11 s 1 '' 1.5x4=7 MN . 1.5x4= , d = 9 6 10 1.5x4 I 1.5x4 II 5 3x8 II l 1-11-10 ; 2-11-10 l 5-0-0 l 1-11-10 1-0-0 2-0-6 Plate Offsets(X,Y)-- 110:0-4.4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.08 7 >695 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.15 6 >384 180 BCLL 0.0 * Rep Stress'nor YES WB 0.02 Horz(TL) 0.06 4 rVa 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=177/0-3-8,4=159/Mechanical,5=18/Mechanical Max Horz 10=93(LC 12) Max Uplift 10=-1(LC 12),4=-74(LC 12) Max Gray 10=177(LC 1),4=163(LC 17),5=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-6,Interior(1)3-1-6 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 10 and 74 lb uplift at joint 4. a WARNING-Verify design parameters and READ NOTES ON 77115 AND INCLUDED MNrEK REFERANCE PAGE Mt1.7473 row.10/031015 BEFORE USE. Design validfor use only with Miek®connectors.this design Is based only upon parameters shown,and Is for an individual building component,riot . a truss system.Before use,the bujvdIng 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Qualify Criteria.0SB-89 and BCSI Building Component 6904 Parke East Blvd. Softly Information avalabie from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria VA 22314. Tampa.FL 33610 • 1 'Job !Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK T9668004 J160527 IJO9C Comer Jack 1 1 _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:16 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-wshBVDmJkKeDzkuKaYRb59PSpF9NuOKOpAFLoByToPT 3-0-8 , 4-0-8 5-0-0 I 3-0-8 1-0-0 I 0-11-8 Scale=1:22.9 4 1 1.5x4 II X1'1 7.00 12 3 '�1 I 1.5x4 II 2 Of 1iliAll t= 1 7 1.5x4= c ej = 1.5x4= t� 1.111111. om 9 6 10 1.5x4 II 1.5x4 II 5 3x8 1 3-0-8 4-0-8 5-0-0 I 34.8 I 1-0-0 ' 0-11-8 I Plate Offsets(X,Y)-- (10:0.4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.08 9 >704 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.15 9 >389 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.02 Horz(TL) 0.05 4 rVa 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 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) 10=177/0-5-8,4=170/Mechanical,5=8/Mechanical Max Horz 10=93(LC 12) Max Uplift 10=-1(LC 12),4=-71(LC 12) Max Gray 10=177(LC 1),4=174(LC 17),5=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=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-10-12,Interior(1)2-10-12 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 10 and 71 lb uplift at 1 joint 4. A WARNING•Verify design peremetere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.14/03/2015 BEFORE USE. lilt Design vdkt for use only with Mllekl)connectors.this design is based only upon parameters shown,and is for an Individual bolding component.not a truss system.Before use,the building designer must verify the applicability of design parcxrreters and properly incorporate this design into the overall txlding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always redRuked for stability and to prevent collapse with possde personal 14uy and property damage. fa general guidknce regarding the fabrication,storage.deltvery,erection and bracing of trusses or xi truss systems.seeANSI/IPI1 Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK , T9668005 1J160527 J10 Jack-Open 18 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:16 2016 Page 1 ID:TgARIXIygNCwNc7zfc8QSOyX9yN-wshBVDmJkKeDzkuKaYRb59PQIF3PuOdOpAFLoByToPT 7-0.0 I 7-0-0 Scale=1:28.9 2 `�, 7.00 Fri 6 5 ca 4 1 cc 4 • 3 3x8 H I f 7-0-0 7-0-0 Plate Offsets(X,Y)-- (4:0-4-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lora) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 i Vert(LL) 0.10 3-4 >834 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.28 3-4 >293 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:231b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 4=251/0-5-8,2=168/Mechanical,3=83/Mechanical Max Horz 4=127(LC 12) Max Uplift 4=-6(LC 12),2=-93(LC 12) Max Gray 4=251(LC 1),2=171(LC 17),3=127(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft L=24tt;eave=oft;Cat. ll;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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 6 lb uplift at joint 4 and 93 lb uplift at joint 2. I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE AM-7473 rev.10/)3/2016 BEFORE USE 11111 . Design valid tor use only with ANlek 8 connectors.This design is based only upon parameters shown,and is for an hrdMduol building component,not a truss system.Before use,the lulling designer must verily the applicablity 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 May and properly damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and tr ss systems,seeANSI/tPlI 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/Key Largo/JK T9668006 J160527 J10A (Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:17 2016 Page 1 ID:TgARfXIygNCwNc7zfc8QSOyX9yN-02FZiZnxVdm4atTW 8FygdNybUf PedgtY2q?uKdyToPS I 7.0.0 7-0-0 Scale=1:28.9 2 7.00112 6 S rn d � v 141.111°.°11 1, id ►� 4 3 3x8 II 7-0-0 7-0-0 Plate Offsets(X,Y)-- (4:0-4-4,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.10 3-4 >834 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.28 3-4 >293 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 2 n/a n/a 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=251/0-5-8,2=168/Mechanical,3=83/Mechanical Max Horz 4=127(LC 12) Max Uplift 4=-6(LC 12),2=-93(LC 12) Max Gray 4=251(LC 1),2=171(LC 17),3=127(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft L=2411 eave=4lt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 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 tit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 4 and 93 lb uplift at joint 2. � 1 I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MR-7473 rev.10/03201S BEFORE USE. Design valid t r use only with MilokIli connectors.Ns design k based only upon rxsamelers shown,and Is for an indMdual bolding component riot a truss system.Before use,the hulking designer must verify the applicability of design parameters and properly Incorporate this design into the overall bulling design. wachg 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 wilts possible personal Injury and property damage. For general guidance regarding the fabrication storage,delivery.erection and bracing of trusses and tnus systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safely Infomnation available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 _ t • 1 Job Truss Truss Type I Oly Ply RiverSide Homes/Key Largo/JK T9668007 J160527 J11 Jack-Partial Girder 5 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:17 2016 Page 1 ID:TgARfXIygNCwNc7zfc8OSOyX9yN-O2FZiZnxVdm4atTW 8FygdNyd7fRidmSY2q?uKdyToPS 4-11-0 9-10-1 4-11-0 I 4-11-0 4 ``'' Scale.1:28.4 !1, 4.95 12 13 3x4 3 r� 12 , ro 6 1114444a 3x42 1 II 0 111111 1111111"r c 14 157 16 6 t: 1.5x4 II 5 3x6 II 3x4= 0-0-6 4-11-0 I 9-10-1 I 0.0.6 4-10-10 4-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 ( BC 0.39 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 j Matrix-MSH Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=389/0-4-3,4=142/Mechanical,5=282/Mechanical Max Horz 1=116(LC 8) Max Uplift 1=-74(LC 8),4=-66(LC 8),5=-78(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-493/108 BOT CHORD 1-7=-186/490,6-7.186/490 WEBS 3-6=-551/209 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)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 74 lb uplift at joint 1,66 lb uplift at joint 4 and 78 lb uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)50 lb down and 26 lb up at 1-5-0,and 68 lb down and 58 lb up at 4-2-15,and 129 lb down and 98 lb up at 7-0-14 on top chord,and 5 lb down and 9 lb up at 1-5-0,and 24 lb down and 11 lb up at 4-2-15,and 10 lb down 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(pff) Vert:1-4=-54,5-8=-20 Concentrated Loads(lb) Vert:12=-0(F)13=-83(F)14=-1(F)15=-6(F) a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MI1EK REFERANCE PAGE M11.7473 rev.IO'03/20I5 BEFORE USE. Nal Design valid for use only with MITeki.connectors.lists design is based only upon parameters shown,and Is for an individual bolding component not _ a truss system.Before use,the building designer must verity the appllcablity of design ixrrn < eters and properly Incorporate this design Into the overall building ng design. Bracing indicated is to prevent buckling of Indivklual truss web and/or chord members only. temporary mporary and permanent bracing MN*" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-59 and BCSI Building Component 6904 Parke East Blvd. Safety Information available hem Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 dr rr i Job Truss Truss Type Qty Ply RiverSide Homes/Key Largo/JK 19668008 J160527 J12 'Jack-Partial Girder 5 1 L—_ Job Reference(optional) ___1 Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu Oct 13 14:40:18 2016 Page 1 I D:TgARtXIygNCwNc7zfc8QSOyX9yN-5EpxwuoaGxuXC I2iiyT3AaUpH2nBMEShGUkSt4yToPR 4-9-8 9-7-1 I 4-9-8 I 4-9-8 4 Scale=1:27.9 ;'j 4.95 FiF 15 3x4 3 14 u> fro eV) v 3x4 2 1, 0000 16 17 18 6 M 1.5x4 11 5 3x6 1 3x4= 0-0-6 4-9-8 9-7-1 1 0-0-6 4-9-2 4-9-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ltd' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.44 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) -0.01 4 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:43 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. (Ib/size) 1=389/0-7-0,4=131/Mechanical,5=265/Mechanical Max Horz 1=113(LC 21) Max Uplift 1=-75(LC 8),4=-65(LC 8),5=-78(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-439/101 BOT CHORD 1-7=-175/428,6-7=-175/428 WEBS 3-6=-481/197 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ' 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 1,65 lb uplift at joint 4 and 78 lb uplift at Joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)50 lb down and 26 lb up at 1-5-0,and 68 lb down and 58 lb up at 4-2-15,and 94 lb down and 91 lb up at 7-0-14 on top chord,and 5 lb down and 9 lb up at 1-5-0,and 24 lb down and 11 lb up at 4-2-15,and 45 lb down and 16 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(Ib) Vert:14=-0(F)15=-43(F)16=-1(F)17=-6(F)18=-30(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with WOO)connectors.Ills design is bused only upon parameters shown-and Is for,rn ksdivkdrha 1 xriklln{a component.not , a truss system.Before me,the building ding designer must verify the applicability of design parameters and properly inc:oip rate this design Into the overall building design. Bracing Indk:ated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' • Is always required for stability and to prevent collapse with possible personal Injury and property damage. For fir-moral iteidorice rergcxdlrng the fabrication-storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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,Nexaxdta,VA 22314. Tampa.FL 33610 , , - „ N ED 0p D ^ - - � ) toy cn c ■� m +� O_fl T - 9 1 TO 1� Z D x m r ylib r N O 00 ii ■, Q n500Do_Q . D m oa � 1 D 8- 0 . . =.. . 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Q _11 ., O (D O — O 4� 2`N'v. c 0 a (4j 7� 4 D O7 O .-: �° -'7 (/)0- 44 (D 5 Q(p3 Q-4 6 4 -°� 4 nn 4 D O (4 7 74 �O 0( -7.-.G pp 4 0 p6_7 C i� -< Q 4. 4 �.A N (p 7Q �' O 3 4j 4 O] 'O-4 n2 4 00 Qj 87 (Da> S_ 4 �$ NcD n £ g Oo o gip. �- a4 �D �o ••o �3 DC c4 WO 3 C(D ° c O 07 a • _ m Q 0 m �m £ o£ n7 g (2, gN a 4 �4 4a o4 c m 2 o c�oQ g-(D ocO -O T -.0 (`6' (D z £6 Q •Q� O c P5" N O O m /n N Builder: Job Information I (Riverside Homes Job#: ::::ney 12276 San Jose Blvd., Ste 120JacksonvilleFL 32233firill Sesman: Designer: John Knight Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Key Largo Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 10/18/16 1722 Maritime Oak Drive Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet OFFICE COPY Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT ■ PLY TOP ROT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 ® 2 Ply 5.00 0.00 A01 31-11-00 31-11-00 2 X 4i 2 X4 i I 03-07-15 _ t _ 1 5.00 0.00, A02 31-11-00 31-11-00 12 X 4 2 X 4 l 04-05-15 1 5.00 0.00 A03 31-11-00 31-11-00 2 X4 2 X4 -_-__ 05-03-15 41,E 1 5.00 0.00 A04 31-11-00 31-11-00 2X4 2X4 --- 06-01-15 _-- 4'1. 1 -5.00 0.00 A05 31-11.0031-11-00 2X4 2X4 J -_- 06-11-15 4' © 5.00 0.00 A06 31-11-00 31-11-00 2 X4 2 X4 -- _-- 07-04-12 ®e 5.001 0.00 B01 16-10-00 16-10-00 2 X 4.2 X 4 03-07-15 ® e 5.00 0.00 B02 16-10-00 16-10-00 2 X 4'2 X 4 ---_- 04-05-15 ® 1 5.00 0.00 603 16-10-00 16-10-00 2 X 4 2 X 4 _-- 05-03-15 -_ ® 1 5.00 0.00 B04 16-10-00 16-10-00 2 X 4 2 X 4 08-01-15 ® 1 5.001 0.00 B05 18-10-00 16-10-00 2 X 4 2 X 4 08-11-15 ® 1 5.00 0.00 B06 18-10-00 16-10-00 2 X 4 2 X 4 07-06-00 ® 8 5.00 0.00 B07 16-10-00 16-10-00 2 X 4,2 X 4 07-09-02 ® 1 5.00! 0.00 808 16-10-00 16-10-00 2 X 4 2 X 4 - -`--_ 07-08-03 O 1 7.00 0.00 C01 30-11-00 30-11-00 2 X4 2 X 8 _ 04-10-08 "I0. -1 7.00( 0.00 CO2 30-11-00 30-11-002X42 ---_ _-_ -- 06-00-08 4„W 1 7.00 0.00 CO3 30-11-00 30-11-00 12 X 4 2 X 4 07-02-08 ® 2 7.00 0.00 C04 30-11-00 30-11-00 2 X4 2 X 4 -_-� 08-04-08 1 7.00 0.00 C05 30-11-00 30-11-00 2 X4 2 X4 09-05-12 1 7.00 0.00 C06 ' 30-11-00 30-11-00 2 X 4 2 X 4 _ 08-11-03 1 7.00 0.00 C07 30-11-00 30-11-00 2 X 4 2 X4 08-11-03- T 1 7.00 0.00 C08 30.11-00 30-11-00 2 X4 2 X4 08-11-03 14C":171)6.• 1 7.00 0.00 001 27-11-00 27-11-00 2 X 4 2 X 6 04-10-08 ®`1 1 7.00 0.00__ _D02 27-11-00 27-11-00 2 X 4 2 X 4 06-00.08 _ Builder: Job Information 1 I Riverside Homes Job#: J160527 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 (904)503-7055 frill File#: Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Key Largo Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 10/18/16 1722 Maritime Oak 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 HOT ID SPAN SPAN TOP SOT LEFT RIGHT LEFT RIGHT LEFT RIGHT I 17.000.00 D03 27-11-00 27-11-00 2X4 2X4 07-02-08 ..__. . ' - - ® 1 7.00 0.00 D04 21-08-14 21-08-14 2 X4 2 X4 08-04-08 aei 2 7.00 0.00 D05 21-08-14 21-08-14 2 X 4 2 X4 08-11-03 ® 1 7.00` 0.00 _ E01 07-00-00 07-00-00 2 X 4 2 X 8 04-10-08 g 6 5.00 0.00 J01 01-00-00 01-00-00 2 X 4 2 X 4 _ - 01-01-15 - le 6 5.00 0.00 J02 03-00-00 03-00-00 2 X 4 2 X 4 - ��- 01-11-15 6 5.001 0.001 J03 05-00-00 05-00-00 2 X 4 2 X 4 02-09-15 15 5.00 0.00 J04 07-00-00 07-00-00 2 X 4 2 X 4 -- �- _ 03-07-15 -_ !_3 3.54 0.00 J05 09-07-01 09-07-01 2 X 4 2 X 4 00-00.08 -�_- 03-06-13 3 3.54' 0.00 J06 109-10-01 09-10-01 2 X 4 2 X4 00.00.08 03-07-11 e 10 7.00 0.00 J07 01-00-00 01-00-00 2 X 4 2 X 4 01-04-08 Il� 7 7.00 0.00 J08 03-00-00 03-00-00 2 X4 2 X4 -_- 02-06-08 I"' 1 7.00 0.00 J08A 03-00-00 03-00-00 ,2 X 4!2 X 4 02-06-08 eii 1 7.00 0.00 J08803-00-00 03.00-00 2 X 4 2 X 4' 02-06-08 IA 1 1 7.00 0.00 JO8C 03-00-00 03.00-00 2 X 4 2 X 4 02-06-08 Z 6 7.00' 0.00 J09 05-00-00 ' 05-00-00 2 X 4 2 X 4 _ 03-08-08 L- -- 1 7.00 0.00' JO9A 05-00-00 1 05-00-00 2 X 4 2 X 4 I _ --- 03-08-08 2 7.00 0.00 J098 05-00-00 05-00-00 2 X 4 2 X 4 03-08-08 eitI 1 7.001 0.00 JO9C 05-00-00 05-00-00 2 X 4 2 X 4 03-08-08 Z 18 7.00 0.00, J10 07-00-00 07-00-00 2 X 4 2 X 4 04-10-08 Z/ 1 7.00 0.00 J10A4 07-00-00 07-00-00 2 X 4 2 X 4 - -- 04-10-08 - m// 5 4.95 0.00 J11 09-10-01 09-10-01 !2 X 4 2 X 4 00-00-06 04-10-03 ' 5 4.951 0.00. J12 09-07-01 09-07-01 '2 X 4,2 X 4 00-00-06 ____L 04-08-15 FLOOR QTY DEPTH BASE 0/A END TYPE INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT IRIGHT SIZE I LOCATION LEFT I RIGHT LEFT I RIGHT I . Builder: 1 Job Information Riverside Homes Job#: J160527 12276 San Jose Blvd., Ste 120reilliell 1 Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney Designer: John Knight Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Key Largo Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 10/18/16 1722 Maritime Oak 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 LOCATION LEFT RIGHT LEFT RIGHT i�i 01-08 00 i 1 F01 19-02-12 19-02-12 --_--- ® _. 01-0800 ( 3 8 F02 19-02-12 19-02-12 01-08-00 ®, 1 F03 19-02-12 19-02-12 E00-07-12 _ -- _ — M52==13 01-08-00 1-- ---- -- -- ____ 1 F04 18-08-04 _18-08-04_ — — -- --- 1212=3:621 01.08 00 1 F05 17-07-04 17-07-04 E J; ® 01-08-00 1 F08 18-08.04 18-08.04 E -- _ ® 01-08.00 E 1 3 F07 1808-04 18-08.04 ® 01-08-00 E 3 1 F08 18-07-12 18-07-12 66:53C622021 01-08-00 1 F09 18-07-00 18-07-00 13 01-11-08 01-08-00 ® l 3 _ 1 F10 18-07-00 18-07-00 61M52171=215 01-08-00 4 F11 18-07-00 18-07-00 E 3 01-01-04 ® 01-08-00 ---1 F12 16-08-04 18-06-04 - 01-06-00 1 F13 03-08-08 03-08-08, 1 ---- 1 01-08-00 ® 3 Ply FG01 18-07-00 18-07-00 E 3 01-11-08 ITEMS I QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 19 Hanger HTU26 3 Hanger THA426 I