Loading...
1728 MARITIME OAK DR - TRUSS moms Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ni © [ ri4 li g ff P. MiTek ;� -_ �7 � HI1 RE: J160471 - Jordan Residence PC OCT 1 2 2016 MiTek USA, Inc. Site Information: L ill 1 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Riverside Homes Project Name: Jordan Residence Model: Lot/Block: 114 Subdivisien --ABGC Address: 1728 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: Jeffrey K. Hulsberg License #: PE# 33152 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 75 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Ru���P DRAWING REVIEW DISPOSITION No. Seal# Truss Name Date No. Seal# Truss Name Date ATTENTION:Review of shop drawings is only for conformance with 1 T9470479 F01 9/14/16 23 T9470501 A05 9/14/16 the design concept of the project and does not relieve the contractor 2 T9470480 F02 9/14/16 24 T9470502 A06 9/14/16 of responsibility for any deviation from the requirements of the shop 9/14/16 drawin s.Contractor shall determine and verify all field measurements. 3 T9470481 F03 9/14/16 25 T9470503 A07 4 T9470482 F04 9/14/16 26 T9470504 A08 9/14/16 5 T9470483 F05 9/14/16 27 T9470505 A09 9/14/16 APPROVED Q RETURNED FOR CORR_CTION 6 T9470484 F06 9/14/16 28 T9470506 A10 9/14/16 7 T9470485 F07 9/14/16 29 T9470507 A11 9/14/16121 APPROVED AS NOTED RETURNED WITHD'J'ACTION 8 T9470486 F09 9/14/16 30 T9470508 Al2 9/14/16 9 T9470487 F10 9/14/16 31 T9470509 A13 9/14/16 10 T9470488 F11 9/14/16 32 T9470510 A14 9/14/16 CI NOT AP••0 Er' ❑SEETRAN A11Ti .LETTER 11 T9470489 F12 9/14/16 33 T9470511 A15 9/14/16 COMMENT. 12 T9470490 F13 9/14/16 34 T9470512 B01 9/14/16 13 T9470491 F14 9/14/16 35 T9470513 B02 9/14/16 (e 14 T9470492 F15 9/14/16 36 T9470514 B03 9/14/16 BY _ DATE j f15 T9470493 F16 9/14/16 37 T9470515 B04 9/14/16 HULSBERG ENGINEERING,INC. FL CE' 258 16 T9470494 F17 9/14/16 38 T9470516 B05 9/14/16 11481 ST.AUGUSTIhE RD.•202 17 T9470495 F18 9/14/16 39 T9470517 BO5A 9/14/16 JACKSONVILLE FL32258 18 T9470496 FG01 9/14/16 40 T9470518 B06 9/14/16 19 T9470497 A01 9/14/16 41 T9470519 B07 9/14/16 20 T9470498 A02 9/14/16 42 T9470520 B08 9/14/16 �FF�CE COPY 21 T9470499 A03 9/14/16 43 T9470521 B09 9/14/16 22 T9470500 A04 9/14/16 44 19470522 B10 9/14/16 The truss drawing(s)referenced above have been prepared by MiTek ��.01 I N r VIli/ ,, USA. Inc. under my direct supervision based on the parameters �.• pP,......., <<c 40,, provided by Manning Building Supplies. `. J—.• ENS'''• • Truss Design Engineer's Name: Velez, Joaquin i , 1 •8182 My license renewal date for the state of Florida is February 28. 2017. z * QAr'' .* = * = 'cc_ IMPORTANT NOTE: The seal on these truss component designs is a certification "S'•'. STATE OF .'. that the engineer named is licensed in the jurisdiction(s)identified and that the is . P,•'��• designs comply with ANSI/TPI 1. These designs are based uponparameters ' O,•• \ 9 PY 9 P �, �'• 0R1 s shown(e.g.,loads,supports,dimensions,shapes and design codes),which were '�i On •" '•• ,., %% given to MiTek. Any project specific information included is for MiTek's customers '�/���N A�E�.�` file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design Joaquin.Velez PE No.68182 parameters or the designs for any particular building. Before use,the building designer MiTe'S USA.Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parka East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Data: September 14,2016 Velez,Joaquin 1 of 2 RE: J160471 - Jordan Residence PC Site Information: Customer Info: Riverside Homes Project Name: Jordan Residence Model: Lot/Block: 114 Subdivision: ABCC Address: 1728 Maritime Oak Drive City: Atlantic Beach State: FL No. Seal# Truss Name Date 45 T9470523 B11 9/14/16 46 T9470524 B12 9/14/16 47 T9470525 B13 9/14/16 48 T9470526 B14 9/14/16 49 T9470527 B15 9/14/16 50 T9470528 C01 9/14/16 51 T9470529 CO2 9/14/16 52 T9470530 J01 9/14/16 53 T9470531 J02 9/14/16 54 T9470532 J03 9/14/16 55 T9470533 J04 9/14/16 56 T9470534 J05 9/14/16 57 T9470535 J06 9/14/16 58 T9470536 J06A 9/14/16 59 T9470537 J07 9/14/16 60 T9470538 J08 9/14/16 61 T9470539 J09 9/14/16 62 T9470540 J10 9/14/16 63 T9470541 J11 9/14/16 64 T9470542 J12 9/14/16 65 T9470543 J13 9/14/16 66 T9470544 J14 9/14/16 67 T9470545 J15 9/14/16 68 T9470546 J16 9/14/16 69 T9470547 J17 9/14/16 70 T9470548 J18 9/14/16 71 T9470549 J19 9/14/16 72 T9470550 J20 9/14/16 73 T9470551 J21 9/14/16 74 T9470552 J22 9/14/16 75 T9470553 J24 9/14/16 2 of 2 Job Truss Truss Type Qty Ply Jordan Residence PC T9470479 J160471 F01 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:30 2016 Page 1 ID:vJQUiQCbEIENbiNGjosW_bytk_R-QI2L06NsvlknD9K11w54xTxgBCqulkgQ?Yd?WpydIMZ 0 .8 Scale=1:32.8 3x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 a I _ MEM i 1 i tt r Y i Y ea Isa MI I I I 111 I -• I A Lawn—V II V �Y 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x3- 3x3 H 19-7-12 I 19-7-12 Plate Offsets(X,Y)-- 11:Edae,0-0.121,f33:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 I BOLL 0.0 Rep Stress Incr YES 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 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 19-7-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)32,17,31,30,29,28,27,26,25,24,23,22,21,20,19, 18 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. � I V WARNING-WHIly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111.7073 row.10/032015 BEFORE USE. 1111 Design valid for use only with Mi fekt9 connectors.!his design Is based only upon parameters shown,and Is for an Individual bulldog component not a truss system.Before use.the bulking deslgrer roust verify the appllcablity of design parameters and properly Incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary aril permanent tracing MiTek Is always requked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage.delivery.erection and bracing of trusses and Inas systems.seeANSI/lP11 Quality Criteria,DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Soley Information available Corn Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qly Ply Jordan Residence PC T94704801 • J160471 F02 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:31 2016 Page 1 IDvJQUiQCbEtENbiNGjosW_byfk_R-vycjDSNUgfserJ W becJUhTwBczoU6ZaECMY2GydIMY 0-1-8 H 1 1-3-0 { I 1-11-4 I F0-8-8; Scale=1:33.2 4x4= 1.5x4= 4x4= 4x4= 4x7= 1 2 3 4 5 6 7 8 9 • ) 3 23 , \1117W11 F4.1 � ///` +`\\ 1; W/ - / VII�}xp. • • ° , 0 21• 20 • 19 18 17 16 15 14 13 12 11 10 5x5= 4x4= 3x6 I I 3x6 I I 3x6 II 3x6 I I 4x4= 5x5= 3x6 II 1-6-0I 4-0-0 I 66.0 9-10-8 10.7.12 13-1-12 I 15-7-12 18-1-12 I 19-7-12 1-6-0 2-6-0 2-6-0 3-4-8 0-9-4 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,19:0-3-0,Edge1,116:0_3-0 0-0-01123:0-1-8,0-0-12 _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.20 16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.32 16 >736 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.06 10 ri/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrlx-SH Weight:122 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=1061/0-4-12,10=1067/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. . TOP CHORD 1-22=-1058/0,9-10=-1065/0,1-2=-856/0,2-3=-2124/0,3-4=-3004/0,4-5=-343110, 5-6=-3457/0,6-7=-3018/0,7.8=-2122/0,8-9=-855/0 BOT CHORD 20-21=0/1606,18-20=0/2654,17-18=0/3431,16-17=0/3431,15-16=0/3431,14-15=0/3340, 12-14=0/2660,11-12=0/1607 WEBS 9-11=0/1285,1-21=0/1254,8-11=-1193/0,2-21=-1191/0,8-12=0/818,2-20=0/822, 7-12=-855/0,3-20=-842/0,7-14=0/555,3-18=0/559,6-14=-499/0,4-18=-797/0, 6-15=0/340,4-17.107/423,5-15=-404/404,5-16=-514/224 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-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M4-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekb connectors.Itis design k based only upon parameters shown.end is for an individual building component,not , a Muss system.Before use,tint building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. lkoc>g indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance.regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Site 312.Alexandria VA 22314. Tampa.FL 33610 I Job _Truss Truss Type Qty Ply Jordan Residence PC T9470481 J160471 r F03 Floor 3 1 I Job Reference(optional Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:32 2016 Page 1 I D:vJQUiQCbEtENbiNGjosW__bytk_R-N8A5RnO6Rz_V SSU58L7YOu01 aOJZDZHjTs66aiydlMX 0-1-8 1-3.0 I 1 1-1 t-4 (1 1.0.0 I 0-66-10-1-8 H • Scale=1:32.8 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 4x4= 1.5x4= 1.5x4= 3x4= 1.5x4 II 3x5= 4x7=4x4= 1 2 3 4 5 6 7 8 9 10 • 22 ,_. 7 WI, \ it. 9 ' \ /\ .1/ m VI, o • e 20 s 19 18 17 16 15 14 13 11 5x5= 3x4= 1.5x4 I i 3x5= 4x4= 4x7= 19-6-0 1 1-6-0 1 4.0.0 —1 6-6-0 1 9.10.8 1 12-2-4 t 14-8-4 { 17-2-4 x18-6-12 18(!+4 1 1-6-0 2-6-0 2.6.0 3-4-8 2-3-12 2-6-0 2-6-00 1-4-8 .1.8 0-9-12 Plate Offsets(X,Y) (1:Edge.0-1-8),[10:0-1-8,Edgel,[10:0-1-8,0-0-121,[22:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.20 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.30 15-16 >734 360 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:113 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:12-13. REACTIONS. (lb/size) 21=1006/0-4-12,12=1105/0-3-8 Max Gray 21=1007(LC 3),12=1105(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-21=-1002/0,1-2=-805/0,2-3=-1998/0,3-4=-2717/0,4-5=-2998/0,5-6=-2998/0, 6-7=-2719/0,7-8=-1991/0,8-9=-808/0 BOT CHORD 19-20=0/1519,18-19=0/2453,17-18=0/2998,16-17=0/2998,15-16=0/2950,14-15=0/2458, 13-14=0/1506 WEBS 9-12=-1102/0,1-20=0/1180,9-13=0/1171,2-20=-1132/0,8-13=-1109/0,2-19=0/761, 8-14=0/773,3-19=-723/0,7-14=-743/0,3-18=0/487,7-15=0/416,4-18=-621/0, 6.15=-398/0,6-16=-207/441 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 1 1 o WARNING-%way design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1 111 Design valid for use only with MITeke connectors.Ills design Is based only upon parameters shown.and Is for an individual budding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and prof,orly incorporate tris design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/IPI I Quality Criteria.058-89 and SCSI BuNdhy Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tarrpa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC T9470482 ]J160471 • F04 Floor 8 1 Job Reference(optional_ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:32 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bylk_R-N8A5RnO6Rz_VSSU58L7Y0u0160JxDZ5jTs66aiydlMX 0-1-8 H I 1-3-0 f I 1-71-4 I I 1-2-0 I Scale=1:31.3 4x4= 1.5x4= 3x5= 1.5x4 3x5= 4x7= 1 2 3 4 5 6 7 8 9 20/3C3 a. Iv \VIIrr\1917_ 7 • liiiik•/ V1,1/4 \KV • 18• 17 16 15 14 13 12 11 10 5x5= 3x5- 1.5x4 I 3x5= 54= l 1-6-0 4-0-0 6-6-0 { 9.10.8 I 12-4-4 I 14-10-4 17-4-4 l 18-10-4 1-6-0 2-6-0 2-6-0 3-4-8 2-5.12 2-6-0 2-6-0 1-6-0 Plate Offsets(X Y)-- 11:Edge,0-1-81,F9:0-3-0,Edgel,j20:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 J Vert(LL) -0.21 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.32 13-14 >692 360 BCLL 0.0 Rep Stress Ina YES WB 0.34 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:105 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(tlat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 19=1017/0-4-12,10=1023/Mechanical FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-1011/0,9-10=-1018/0,1-2=-814/0,2-3=-2022/0,3-4=-2757/0,4-5=-3054/0, 5-6=-3054/0,6-7=-2762/0,7-8=-2022/0,8-9=-813/0 BOT CHORD 17-18=0/1535,16-17=0/2484,15-16=0/3054,14-15=0/3054,13-14=0/3000,12-13=0/2491, 11-12=0/1535 WEBS 9-11=0/1222,1-18=0/1193,8-11=-1146/0,2-18=-1145/0,8-12=0/772,2-17=0/773, 7-12=-745/0,3-17=-734/0,7-13=0/430,3-16=0/500,6-13=-390/0,4-16=-643/0, 6-14=-202/435 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 al 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 � A WARNING-Verily dealgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 nv.10/032016 BEFORE USE. Design valid la use only with MiTeinD connectors.this design is bused Only upon parameters shown.and is flit an Individual tulding component,not a truss system.Before use-the txilding designer must verify the l slplicablity 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 M Mak' Is always required for stability and to prevent collapse with possible personal hkny and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1Ptt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC T9470483 :J160471 • F05 Floor I2 1 ( i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:33 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW._bylk_R-rKjTe7PkCG6M4c3Hi2enZ6ZCI PepyOYthW rI78ydIMW 0-1-8 11- 0H 1 1-11-4 { i 2-0-8 H — I Scale=1:38.0 4x4= 3x6 FP= 1.5x4= 4x7= 3x6= 1 2 3 4 5 6 7 8 9 10 • • • trs 26 , //1;i1' 1 �o ./\/ INA /- -\/ 5 24 23 22 21 20 19 18 17 16 15 14 13 12 11 4x4= 3x6 FP= 1.5x4 II 1.5x4 ':1 4x4- 1.5x4 11 1.5x4 I 15-0-8 15-Q-12 22-8-12 15-0-8 0-0-4 7-8-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,126:0-1-8,0.0-12] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.16 20-21 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.23 20-21 >774 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.03 11 Na n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:128 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(ilat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(tlat)"Except" except end verticals. 11-23:2x4 SP No.1 D(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 6.0.0 oc bracing:16-17,15-16. REACTIONS. (lb/size) 25=797/0-4-12,11=378/Mechanical,16=1292/0-3-8 Max Gray 25=815(LC 10),11=415(10 7),16=1305(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-81110,10.11=-409/0,1-2=-63410,2-3=-1516/0,3-4=-1920/0,4-5=-1917/0, 5.6=-1506/0,6-7=-635/0,7-8=-273/48,8-9=-502/0,9-10=-265/0 BOT CHORD 22-24=0/1187,21-22=0/1832,20-21=0/1917,19-20=0/1917,18-19=0/1917,17-18=0/1173, 16-17=-299/33,15-16=-299/33,14-15=0/502,13-14=0/502,12-13=0/502 WEBS 7-16=-1278/0,1-24=0/927,2-24=-878/0,2-22=0/522,3-22=-502/0,4-20=-264/23, 7-17=0/948,6-17=-875/0,6-18=0/585,5-18=-721/0,10-12=0/399,7-15=0/422, 9-12=-365/0,8-15=-489/0,5-19=0/295 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. 11111 A WARNING-Verify*akin peremeren and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MY-7473 say.1093/2015 BEFORE USE. Design valid for use only with Mnekrs connectors.This design is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the bolding designer must verify the opplicabllty 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.Addtonat temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erectlon and baring 01 trusses and truss systems.seeANSI/TPI I Quilty Criteria,09649 and BCSI Building Component 6904 Parke East BNd. Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33670 m Job 'Truss Truss Type Qty Ply I Jordan Residence PC . . i T9470484 J160471 IF06 Floor 3 1 i I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:35 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bytk_R-njrE3pQ?kuM4J WCggThFeXeakDMIQWFA9gKmB1 ydIMU 0-1-8 H I 1-3-0 I I 1-11-4 0-9-8 0- 1-10-8 9t42 Scale=1:38.0 4x4= 5x5= 1.5x4= 3x4= 4x7= 3x6 FP= 5x5= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 ." . •.• 1 /,I,, 1 29 I. \ AL ANIL /- \1\/\/\ 1 10 r j',('. ►_ 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 4x4= 3x6 FP= 1.5x4 11 1.5x4 i I 3x4= 4x4= 5x5= 5x5= 1.5x4 11 1.5x4 II 17-1-4 1.6.0 1 4-0-0 I 6-6-0 i 9-10-8 110-8-121 13-2-12 1 15-8-12 1 17-1-0 18.5. 121$-1q.4 20-10-4 21,-212 22-8-12 1 1.6.0 2-6-0 2-6-0 3-4-8 0.104 2-6-0 2-6-0 1.4.4 0.64 1-4-8 04-6 2-0-0 d4.8 1-6-0 Plate Offsets(X,y_)-- J1_Edge,0-1-81,[10:0-1-8,Edge),[11:0-1-8,Edge],129:0-1-8,0.0-12] _ LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.15 23-24 >999 480 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.83 Vert(TL) -0.22 23-24 >926 360 BCLL 0.0 I Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 18 rVa n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-SH Weight:131 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* except end verticals. 13-26:2x4 SP No.1 D(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 28=887/0-4-12,13=178/Mechanical,18=1401/0-3-8 Max Uplift 13=-40(LC 3) Max Gray 28=894(LC 10),13=265(LC 4),18=1404(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-28=-889/0,12-13=-260/44,1-2=-704/0,2-3=-1713/0,3-4=-2246/0,4-5=-2362/0, 5-6=-2167/0,6-7=-1506/0,7-8=-394/0,8.10=-109/254 BOT CHORD 25-27=0/1323,24-25=0/2086,23-24=0/2362,22-23=0/2362,21-22=0/2362,20-21=0/1921, 19-20=0/1065,18-19=478/0,17-18=-478/0 WEBS 8-18=-1365/0,1-27=0/1031,8-19=0/1125,2-27=-982/0,7-19=-1074/0,2-25=0/620, 7-20=0/719,3-25=-592/0,6-20=-676/0,3-24=0/321,6-21=0/455,4-24=-369/67, 8-17=0/458,5-21=-587/0,5-22=-112/300,10-17=-636/0,10-16=0/394,11-14=-101/338, 11-15=-357/0 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 13. 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. . 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 858.7473 ray.885034085 BEFORE USE. lir Design valid for use only with Mlield>connectors.this design Is Ixsed only upon parameters shown,and Is for an individual bulling component.not a truss system.Before use,the building designer mud verify the apX licablity 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 anti permanent bracing MiTek' is always required for stabllty and to prevent collapse with possible personal Intury and property damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,0S8-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdktdle from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria-VA 22314. Tampa.FL 33610 !Job Truss Truss Type Qty Ply Jordan Residence PC T9470485 J160471 F07 Floor I4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:36 2016 Page 1 ID:vJQUIQCbEtENbiNGjosW_byfk_R-FVPcG9RdVBUla4nsNBCUBkBIIdjs9MSJNU4JITydIMT 0-1-8 H I 1-3-0 I I 1-11-4 f -0-9-8 . t:_,1-_40-.,11-8 Stale=1:30.5 4x7= 4x4= 1.5x4= 1.5x4= 3x4= 5x5= I 2 3 4 5 6 7 8 9 NrAllter IN KM i 3 ....v\IFF/Aik. I- 1I_ q ., Y = --= ,Y -Y r• Y- - f ► - ol 21 20 19 18 17 16 15 14 13 12 10 4x4= 3x6 II 3x6 I I 3x6 II 3x6 I 3x4= 4x4= 6x6= 17-10-0 1.60 4-0-0 6-6-0 9-10-8 10-8-12 13-2-12 15-8-12 17-1-4 171212 1-6-0 } 2.6-0 2-6-0 I 3-4-8 1 0-10-4 1 2-6-0 I 2-6-0 I 1-4-8 0-'1f-8 I 0.7.4 Plate Offsets(X,Y)-- (1:Edge,0-1-81,[9:0-1-8,Edge),19:0.1.8,0.0-12],[16:0-3-0,0-0.0],[23:0-1-8,0.0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.12 17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.18 17 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:114 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:12-13,11-12. REACTIONS. (lb/size) 22=862/0-4-12,11=2865/0-3-8 Max Gray 22=893(LC 3),11=2865(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-891/0,1-2=-706/0,2-3=-1705/0,3-4=-2302/0,4-5=-2455/0,5-6=-2212/0, 6-7=-1495/60,7-8=-397/452,8-9=0/695 BOT CHORD 20-21=0/1321,18-20=0/2102,17-18=0/2455,16-17=0/2455,15-16=0/2455,13-15=0/1939, 12-13=-236/1054,11-12=-695/0 WEBS 8-11=-1103/0,1-21=0/1034,8-12=0/1136,2-21=-975/0,7-12=-1081/0,2-20=0/610, 7-13=0/743,3-20=-631/0,6-13=-73810,3-18=0/351,6-15=0/518,4-18=-428/159, 4-17.322/177,9-11=-1906/0,5-15=-772/0,5-16=-118/507 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 verily that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10.22=-10,1-9=-100 Concentrated Loads(Ib) Vert:9=-1800 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-22=-10,1-9=-100 Concentrated Loads(Ib) • Vert:9=-1800 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-22=-10,1-8=-100,8-9=-20 Continued on Daae 2 I 0 WARNING-VerIly&sign paramours and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MM-7473 rev.10/032015 BEFORE USE. MI Design valid for use only with Miloky conrx,ctors.this design Is based only upon parameters shown.and Is for cii IndlMdual building component.not a truss system.Before use,the txilding designer must verify the applicablity of design parameters and properly Inc,rIX gate this design into the overall bcldkg 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 mage. for general guidance regarding the fabrication,storage.delNery,erection and bracing of trusses and truss systems,seeANSVIPt 1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information makable from Truss Plate Institute,218 N.Lee Street.Suite 312.Atexandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC 79470485 J160471 IF07 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:36 2016 Page 2 ID:vJOUiQCbEtENbINGjosW._byfk_R-FvPcG9RdVBUxx4nsNBCUBkBIIdjs9MSJ NU4JjTydIMT LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-961 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-22=-10,1-8=-20,8-9=-100 Concentrated Loads(Ib) Vert:9=-1800 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-22=-10,1-8.100,8-9=-20 Concentrated Loads(Ib) Vert:9=-961 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-22=-10,1-8=-20,8-9=-100 Concentrated Loads(lb) Vert:9=-1800 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-22=-10,1-5.100,5-8=-20,8-9=-100 Concentrated Loads(lb) Vert:9=-1800 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:10-22=-10,1-4=-20,4-8.100,8-9=-20 Concentrated Loads(Ib) Vert:9=-961 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-22=-10,1-5=-100,5-8=-20,8-9=-100 Concentrated Loads(Ib) Vert:9=-1800 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-22=-10,1-4=-20,4.8=-100,8-9=-20 Concentrated Loads(Ib) Vert:9=-961 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.ION3/2015 BEFORE USE. 1111 Design valid for use only with MllektS connectors.Ills design Is rased only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall briding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regrading the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/tPt r Quality Criteria,DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate trutttule,218 N.Lee Street,Suite 312-Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC I T9470486 J160471 i F09 Floor Supported Gable 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:36 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk R-FvPcG9RdVBUxx4nsNBCUBkBstduB9R9JNU4JjTydIMT 0-„-i 8 0-18 Scale=1:29.7 • 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 t! • q o t I • • • • • • ,• • a •r • • a • • • a 1 i _ - .' -' 'i 32 1. L t), PO 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x3= 3x3= 17-10-0 I 17.10.0 Plate Offsets(X,Y)-- (1:Edge,0-0-12],(31:0-1-8,0-0-12],[32:0-1-8,0-0-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:88 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.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 17-10-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)30,16,29,28,27,26,25,24,23,22,21,20,19,18,17 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.I(WY2Ot5 BEFORE USE. Mit Design valid for use only with MilekV connectors.This design 8 biased only upon parameters shown.and Is for an incilvidual building component.not a truss system.Before use,the txrldirgl designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing kiAcated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, B always required for stability and to prevent collapse with possible personal I r)try and properly damage. For general guidance nrgard ing the fabricatkrt storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC 1 19470487 iJ160471 F10 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:37 2016 Page 1 I D:vJQUiQCbEtENbiNGjosW_bylk_.R-j5z_UVSFGVcnZEM3xujjjyj 1 T t DcuuQSc8psGvydlMS 0-8 0-.1,8 Scale=1:28.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 f • 9 • a-i"-- • •. • • • • o---- - I 9� - 1 - - E 30 sob •.•••.•.'i PPO�O•OOi i JJi OOJOJOO�•JOJi PO�00•i'Oi:.•JJOi JOi•i�i i Pi Ji i."i i O:J0�40'i J�'i i Pi JPS i'i i OJi O�DO•P�S'i i.0•00�i0`Oi JJ:P�O•i i i i i:0�4444••'.•:.O•••:::•�- 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3- 3x3= I 17-4-0 17-4-0 Plate Offsets(X,Y)-- (1:Edge,0-0_121,129:0-1-8,0-0-121,(30:0-1-8,0.0-121 LOADING (psf) T SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - nla 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - ria 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 15 Na n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:84 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.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 17-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. • 9 I 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII.7473 rev.I8V3/2015 BEFORE USE. la, Design valid for use only with MilelcD connectors.This design Is based only upon parameters shown.and is Un an inciividu i building component,not a toss system.Before use-the trialing designer roust verify the applicability of design parameters and I rolx:dy kx;ogxeate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/of chord members only. Ackltional temporary and permanent bracing MiTek' Is always required to stability and to prevent collapse with possible personal Injury and property damage. For general gukk>rrce regarding the kbrk:atkm.storage.delivery,erection end bracing of trusses and truss systems.seuANSI/TPI I Quality Criteria.DSB-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 Job Truss Truss Type Qty Ply Jordan Residence PC I T9470488 J160471 , F11 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:38 2016 Page 1 ID:VJOUiQCbEtENbiNGjosW._byfk_R-BIXMhrTt1 pkeANxFVcEyG9GOfQNcdGocrnZQoMydIMR 0-1-8 0-0: H I 1-3-0 I O-9-0 F I 1-11-8 Scale=1:29.1 • 4x4= 4x4= 1.5x4= 3x4= 1.5x4 II 3x4 1.5x4= 1 2 3 4 5 6 7 8 21 9 IIAl& - . . 9 a A,I I i 7 20 ]a Q ./ I 2. 74 17 16 15 14 13 12 11 4x4= 3x4= 3x6= 4x4= 17-4-0 I 17-4-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,19:0-1-8,Edge1,[19:0-1-8,0-0-121,120:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.17 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.25 14-15 >829 360 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:99 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. REACTIONS. (lb/size) 18=943/0-2-12,10=1291/0-2-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-18=-939/0,9.10=-128810,1-2=-749/0,2-3=-1835/0,3-4=-2460/0,4-5=-2601/0, 5-6=-2601/0,6-7=-2601/0,7-8=-1891/0,8-9=-811/0 BOT CHORD 16-17=0/1408,15-16=0/2246,14-15=0/2630,13-14=0/2601,12-13=0/2268,11-12=0/1512 WEBS 1-17=0/1097,2-17=-1046/0,2-16=0/678,3-16=-653/0,3-15=0/339,4-15=-325/0, 4-14=-308/363,5-14=-253/162,9-11=0/1171,8-11=-1113/0,8-12=0/602,7-12=-598/0, 7-13=0/681,6-13=-368/0 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)18,10. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9=-100 Concentrated Loads(Ib) Vert:21=-368 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-9=-100 Concentrated Loads(Ib) Vert:21=-368 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-18=-10,1.6=-100,6-9=-20 Concentrated Loads(Ib) Vert 21=-368 Continued on oaae 2 WARNMIG-Vsdty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf1-7473 rev.10103/2015 BEFORE USE. Mt Design wild for use only with Mllelr1 connectors.Ns design k tx�.scxt only upon parameters shown.and is for an In,lM dual bulding component,not a truss system.Before use.the building designer must verify the arplk:abllty of design',diameters anti pro{xrly Incorporate this design into the overall bulling design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent basting MiTek" is always required for stability and to prevent collapse with possible personal Injury and properly rty darrrag-;. For general guidance regrding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPn Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute,218 N.Lee Street.Stifle 312,Alexandria.VA 22314. Tarrpa.FL 33610 N Job 'Truss Truss Type I Qty Ply Jordan Residence PC T9470488 J160471 F11 Floor 1 1 Job Reference(optional___ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:38 2016 Page 2 I D:vJQUiQCbEtENbiNGjosW__bytk_R-BIXMhrTt 1 pkeANxFVcEyG9G0fQNcdGocrnZQoMydIM R LOAD CASE(S) 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-5=-20,5-9=-100 Concentrated Loads(Ib) Vert:21=-368 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-18=-10,1-6=-100,6-9=-20 Concentrated Loads(Ib) Vert:21=-368 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-18=-10,1-5=-20,5-9=-100 Concentrated Loads(Ib) Vert:21=-368 A WARNING-Verify dosiln parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITelafih connectors.this design is based only upon parameters shown.and is for an Individual bwldl g component.not - a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing 01 trusses and Muss systems,SeeANSI/TPI1 Quality Criteria,DSB-1:19 and SCSI Building Component 6904 Parke East Bbd. Safety Information avdkabie horn truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type Qty Ply Jordan Residence PC T9470489 J160471 r F12 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:39 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk_R-gU51vBUVo6sVoXW R3JIBpNp9xgjmMkHI4RIzKoydIMQ 0-1-8 H i 1-3-0 i 0 H I 1-11-81 - Scale=1:28.7 4x4= 1.5x4= 1.5x4 II 3x4= 4x7= 1 2 3 4 5 6 7 8 9 / \ /1\ z i 9 ! . Q �� II N • N I e 14 L tA17 16 15 14 13 12 11 - 4x4= 3x6= 4x4= 17-4-0 17-4-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[9:0-3-0,Edge],[19:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. j DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.19 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.29 14-15 >719 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-SH Weight:99 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=933/0-2-12,10=940/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-18=-929/0,9-10=-937/0,1-2=-741/0,2-3=-1810/0,3-4=-2421/0,4-5=-2540/0, 5-6=-2540/0,6-7=-2540/0,7-8=-1797/0,8-9=-744/0 BOT CHORD 16-17=0/1391,15-16=0/2214,14-15=0/2578,13-14=0/2540,12-13=0/2202,11-12=0/1395 WEBS 1-17=0/1084,2-17=-1033/0,2-16=0/665,3-16=-642/0,3-15=0/328,4-15=-312/0, 4-14=-322/334,9-11=0/1117,8-11=-1035/0,8-12=0/638,7-12=-643/0,7-13=0/684, 6-13=-345/0 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)18,10. 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. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev-10/03/2015 BEFORE USE. id• Design valid tor use only with Milek49 connectors.this design is based only upon Ixxameters shown,and is for an individual bxrNding component,not a truss system.Before use.the building designer must verify the arx)licabilily of<losign parameters and properly incorporate this design Into the overall balling design. Bracing indicated Is to prevent buckling of IrddMdual truss web aril/or chord members only.Additional temporary and permanent bracing ng M iTek' Is always required tor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tdxlcatbn,storage.deavory.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria.DSB-89 and BCSI Bulking 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 1 Truss Type Qty Ply Jordan Residence PC r 1 T9470490 J160471 F13 I Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:39 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk_R-gU51vBUVo65VoXW R3JIBpNP9igjzMkMl4RlzKoydIMQ 0-1-8 I I 1-3-0 . 0-9-0 I 1-11-12 I 1-1-8 Scale=1:28.3 4x4= 1.5x4= 1.5x4 I' 1.5x4 II 3x4= 4x7= 1 2 3 4 5 6 7 8 9 . • • • • • . 9 i . 04. 1/&A II —i/\ /\ / q aro 4 17 16 15 14 13 12 11 10 4x4= 3x4= 4x4= 17-1-4 i 17-1-4 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[9:0-3.0,Edge1,113:0-1-8,Edgel,[19:0-1.8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.18 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.28 14-15 >735 360 BCLL 0.0 Rep Stress lncr YES WB 0.31 Horz(TL) 0.04 10 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 2-2-0 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=921/0-2-12,10=927/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-916/0,9-10=-924/0,1-2=-729/0,2-3=-1778/0,3-4=-2370/0,4-5=-2465/0, 5-6=-2465/0,6-7=-2465/0,7-8=-1765/0,8-9=-73310 BOT CHORD 16-17=0/1370,15-16=0/2173,14-15=0/2515,13-14=0/2465,12-13=0/2163,11-12=0/1374 WEBS 1-17=0/1068,2-17=-1017/0,2-16=0/648,3-16=-626/0,3-15=0/313,4-15=-295/0, 4-14=-333/307,9-11=0/1101,8-11=-1018/0,8-12=0/620,7-12=-633/0,7-13=0/675, 6-13=-364/0 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. • 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. • A WARNING-Verify design parent rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Ili Design valid for use only with Mllek3)connectors.has design is based only upon parameters shown.and is for an kdiAdu al building component.not a truss system.Before use,the building designer must verify the aprxicablity of design parameters and property k:oiporate 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 to stability and to prevent collapse whin possible personal injury and property damage. Tor general guidance regarding the fabrication,storage,delivery,erection and bracing at trusses and truss systems,seeANSI/TPt 1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Safely Information avc8abie from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Atexandda,VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty Ply Jordan Residence PC 7 J160471' T9470491 F14 IFloor 2 1 I Job Reference(optionali_ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:40 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bytk._R-8ge76W U7YQ?MQh5ec t GQLaLShE6r5BFv152XsEydIMP 0-1-8 H I 1-3-0 p-5-4 f— t-11-0 Scale=1:28.8 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 1.5x4= 4x7= 1.5x4 1 1.5x4 'I 4x7= 1 2 3 4 5 6 7 8 9 I \, 1 \ \101r/ / \ / \../ 1 • t q•I , • Ib 21 20 18 17 16 15 14 13 12 11 10 4x4= 4x4= 3x6 1 3x6 II 3x6 I. 4x4= I 1-11-4 2-0-,12 17-1-4 i 1-11-4 0-1'8 15-0-8 Plate Offsets(X,Y)-- [9:0-3-0,Edgel,(22:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.08 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(TL) -0.12 14-15 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH ( Weight:110 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=807/Mechanical,19=1040/0-3-8 Max Gray 10=817(LC 4),19=1040(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-814/0,2-3=-603/0,3-4=-1529/0,4-5=-2011/0,5-6=-2011/0,6-7=-2011/0, 7.8=-1492/0,8-9=-634/0 BOT CHORD 16-18=0/1171,15-16=0/1846,14-15=0/2011,12-14=0/1813,11-12=0/1186 WEBS 2-19=-98610,2-18=0/909,3-18=-902/0,3-16=0/567,4-16=-512/0,4-15=0/464, 9-11=0/952,8-11=-876/0,8-12=0/487,7-12=-508/0,7-14=0/465 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. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MO.7473 rev.10/932015 BEFORE USE. 1111 Design valid for use only with Mick®connectors.This design is based only upon parameters shown.and Is for an bail id ual[wilding 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 balking design. tracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the fabricatkm,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality CrBeda,058.89 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 I Qty Ply Jordan Residence PC I 19470492 J160471 F15 Floor Girder 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:41 2016 Page 1 1.5x4= ID:vJQUiQCbEtENbiNGjosW_byfk_R-ctCVKsVmJkttPf49 AkofuouhleaKghG2XIn4PhydIMO 0-1-8 3x8 II 6x6= 3x6 I I 3x6 II 3x6 I I 1-3 1H i 0-3-8 I 0.7.0 3 I 1-11-4 ♦ I I 0-9-0 , T--f Scale=1:11.1 \ \-- - / I 3x3= 3x3= 10 8 7 ,, 3x3= 6x6= • 3x3= l 0-6-8 Q-8-0 1-5-4 4-6-12 I 0-6-8 0-1.8 0-9-4 3-1-8 Plate Offsets(X,Y)-- [1:Edge,0-1.8],[1:0-1-8p-1-81,14:0-3-0,0-0-01,[5:0-1-8,0-0-8) _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.01 7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.09 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 6=168/0-4-12,9=554/0-3-8 Max Gray 6=171(LC 4),9=554(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. WEBS 2-9=-305/0,1-9=-274/0,2-8=0/326,3-8=-255/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ' 3)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-5=-100 Concentrated Loads(Ib) Vert:1=-248 lit A WARNING-Vsrtly design parameters and READ NOTES ON THIS AND INCLUDED MIi•EK REFERANCE PAGE AN-7473 rev.1003/2016 BEFORE USE. Design valid for use only with Mileis9 connectors.Ibis design Is basad 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 boding design. Bracing indicated Is to prevent buckling of IndMdr.ml truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delvery.erection and bracing of trusses and truss systems,seeANSI/IP11 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,Atexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC T9470493 • J160471 F16 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Wed Sep 14 09:57:41 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bylk_R-ctCVKsVmJk7D 1 rggAkofuougReazghV2XIn4PhydlMO °� I 1-11-40-8-4 I 0-8-4 -413 1 6x6= 21.50 t I 31.5x4 11 4 Scale=1:11.1 1iiiI 9 /1 1.5x4= 0 aD ME 3x3= 8 7 6 5x5 3x3 II 3x3= 0-8-0 0(9•10 2-8-12 3-8-12 ' 0-8-0 0-1.0 1-11-12 1-0-0 Plate Offsets(X,Y)-- (1:Edge,0-1-81,f7:0-1-8,Edge1,19:0-1-8,0-0-121 _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(TL) -0.01 6 >999 360 BCLL 0.0 Rep Stress'nor YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 _ Code FBC2014/TPI2007 Matrix-SH Weight:28 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3.8-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=191/Mechanical,5=185/0-4-12 FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 1-7=0/270 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. • Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. • • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/1015 BEFORE USE. Design valid for use only with MIleke connectors.Ills design is txsod only upon rxxarneters shown.and Is for an Individual txrlding component not a truss system.Before use.the building designer must verify the opplicutAity of design parameters and properly incorporate this design Into the overall txAdng design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek( Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delNery,erection and bracing of trusses and truss systems,seeANSI/TPI I QuaNy Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlomlatton avalable from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type i Oty Ply Jordan Residence PC 19470494 J160471 F17 Floor Girder 1 1 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:42 2016 Page 1 ID:vJQUIOCbEtENbiNGjosW_bytk_R-4SmtXCWO41 F4f?FOkRJuQ?QoA2wBZ7VBmPXdx7ydIMN 00--4 8 l 1-11-4 I I 0-6-4 i i 1.3.0 l _1-6-10 1-6-10 01—I Scale=1:17.3 Special THA426 1.5x4= 6x6=3x6 II 3x6 II 6x6= THA426 3x6 II Special 3x6 I 1 2 14 3 THA426 4 15 5 16 17 6 \ \ 11 \ Ai\ c. 15 13 12 11 •.❖.•.•:•• •:❖:•:•:❖:❖::•::::'•JJ:'•••••• :•:•::❖:•:❖:•:•::•: .' ----•.:.❖.•.❖.❖.::::❖.❖.❖.❖.❖.•.::::❖................... ..•••:❖.❖.•.❖.❖.•.❖.•....... 4x4= 1.5x4 11 .•. _ 3x3 I 4x7- 3x3— 3x3- 3x3= 0-8-4i 1.6.0 2-9-0 I 3-4-0 315.8 4-10-0 l 7-11-4 j 9-5-4 l ' 0-8-4 0-9-12 1-3-0 0-7-0 0.1.8 1-4-8 3-1-4 1-6-0 Plate OffsetsiX,Y)_[6:0.1-8,0-0-81,110:0-3-0.Edge1,[12:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.00 12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 I 1 Vert(TL) -0.01 8-9 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.16 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code F8C2014/1-PI2007 Matrix-SH Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6.0-0 oc bracing:9-10. REACTIONS. All bearings 6-1-4 except(jt=length)13=Mechanical. (lb)- Max Uplift All uplift 100 lb or less at joint(s)7 Max Gray All reactions 250 lb or less at joint(s)7 except 13=451(LC 3),10=673(LC 4),8=444(LC 3),9=449(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-445/0 WEBS 3-10=-484/0,1-12=0/554,2-12.511/0,5-9=-472/0,5-8=-461/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3').nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2.0-0 oc max.starling at 1-0-0 from the left end to 5-0-0 to connect truss(es)to front face of top chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)165 lb down and 140 lb up at 7-0-0,and 203 lb down and 105 lb up at 9-0-0 on top 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:7.13=-10,1-6=-100 Concentrated Loads(Ib) Vert:3=-315(F)14=-321(F)15=-200(F)16=-165(F)17=-203(F) 4 V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE MII.7473 rev.10e3/2015 BEFORE USE. la Design valid for use oNy with Weld;:connect rs.This design Is based oNy upon parameters shown-and Is for an ksdMdual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorix>rate this design Into the overall biding design. Bracing Indicated is to prevent buckling of Individual truss web add/or chord members oNy. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of busses and truss systems.seeANSI/lPl1 Quality Crlterla,DSB-89 and BCSI Building Component Safety Irriormollon available from Truss Plate Institute.218 N.tee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job !Truss Truss Type • Oty Ply Jordan Residence PC I T9470495 J160471 F18 Floor Girder 1 1 Job Reference(optional)____ Manning Building Supplies,/ Jacksonville,FL 8.010 5 Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:43 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_.byfk_R-YFKFkYXOrLNxH9gCI9g7zDzxFR5EIPNL?3GBTZydIMM 0-1-8 1.3-82.8 2-0-0 1-1-8 I--1 f ! �- f r— I 1.5x4= Scale=1:13.1 6x8 II 8x8= 3x6 I I 10x10= iLI23 11 4 5 I I111 x. : ................................. ...... :.....❖.:.❖.•.:. .•. .......•....•.•.•.•.•.•........•.. t"...•.•.•.•.•.•.....•.....•.•.•.:.•.•.•.:.:.•.•.: 7 •.x ,.•O'O� 8 •.•. .i••.•00.•.•00.•.•pOi..,..O.O.O . 00 4x4 — 8x12= 3x4= 1-6-8 1.8-p2-0-0 , 5-9-0 1-6-8 0 1- 90-4.0 ' 3-9-0 Plate Offsets(X,Y)-- [1:Edge 0-1-81,[1:0.1-8,0-1-8),[5:0-3-0,Edge1,17:0-3-0,Edge),[9:0.5-0,Edgel,[10:Edge,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.03 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.06 7-8 >806 360 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, BOT CHORD 2x4 SP No.1 D(tlat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1889/1-9-8,6=2650/0.3-8,9=-365/1-9-8 Max Uplift 9=-500(LC 4) Max Gray 10=1894(LC 8),6=2652(LC 4),9=492(LC 7) FORCES, (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1789/0,5.6=-2539/0,1-2=-1729/0,2-3=-2135/0,3-4=-2135/0,4-5=-2135/0 BOT CHORD 8.9=0/1727,7-8=0/2135 WEBS 2-9=-1254/0,1-9=0/2378,5-7=0/3135,2-8=0/1650,3-8=-1116/0,4-7=-2050/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=500. 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)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(p11) Vert:6-10=-164(F.-154),1-5=-224 Concentrated Loads(lb) - Vert:4=-1884 11=-155 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-164(F=-154),1-5=-224 Concentrated Loads(Ib) Vert:4=-1884 11=-155 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-10=-164(F=-154),6-9=-81(F=-71),1-2=-224,2-5=-144 Continued on Dane 2 • A WARNING-Verify design peremetere and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Ml1.7473 rev.10103/1015 BEFORE USE. ms. Design valid for use only with Mllelai,connectors.this design Is bused only upon parameters shown.and Is lot cm Individual bolding component,not a truss system.Before use,the building designer must verify tire at K Aicabllty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of indM ivai truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tarrpa,FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC T9470495 J160471 • F18 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:43 2016 Page 2 ID:vJQUiQCbEtENbiNGjosW_byfk_R-YFKFkYXOrLNxH9gC19g7zDzxFR5EIPNL?3GBTZydIMM LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-514 11=-42 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-10=-81(F=-71),6-9=-164(F=-154),1-2=-144,2-5=-224 Concentrated Loads(Ib) Vert:4=-1884 11=-155 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:9-10=-164(F.-154),6-9=-81(F=-71),1-2=-224,2-5=-144 Concentrated Loads(lb) Vert:4=-514 11=-42 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:9-10=-81(F=-71),6-9=-164(F=-154),1.2=-144,2-5=-224 Concentrated Loads(Ib) Vert:4=-1884 11=-155 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:7-10=-164(F=-154),6-7=-61(F=-71),1-4=-224,4-5=-144 Concentrated Loads(Ib) Vert:4=-514 11=-155 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:9-10=-164(F=-154),8-9=-81(F=-71),6-8=-164(F=-154),1-2=-224,2-3=-144,3-5=-224 Concentrated Loads(Ib) Vert:4=-1884 11=-155 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:7-10=-164(F=-154),6-7=-81(F=-71),1-4=-224,4-5=-144 Concentrated Loads(Ib) Vert:4=-514 11=-155 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:9-10=-164(F=-154),8-9=-81(F=-71),6-8=-164(F=-154),1-2=-224,2-3=-144,3-5=-224 Concentrated Loads(lb) Vert:4=-1884 11=-155 V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE, 1111 Design valid for use only with M lek2S connectors.this design Is based only at >n parameters shorn.and is to an Individual bulding component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate Ods design into the overall building design. @acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabrlcatkxt storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quaety 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 IJob Truss Truss Type Qty Ply Jordan Residence PC T9470496 :J160471 FG01 FLOOR 1 3 Job Reference(optional Manning Building Supplies, Jacksonville,FL 8.010 s Apr 202016 MiTek Industries,Inc. Wed Sep 14 09:57:44 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bytk_R-0SueyuXecfVoulOPrsLMW QW6SrOF1 xTUDjOkO?ydIML 1.8.7 3-3-2 4-9-13 6-4-8 8-4-2 10.0.3 11-8-5 13-4-6 15-2-0 j 1-8-7 I 1-6-11 I 1-6-11 I 1-6-11 3 1-11-10 1-8-2 1-8-2 1-8-2 1-9-10 { Scale=1:25.6 1.5x4 I 1.5x4 II 3x4= 3x5= 1 2 3 3x5= 4 3x4= 5 6 7 8 9 10 E ."--.: -H--1 .`f .T .1 EIS El zri_zzx ./. 8- . /// 7 Z.- Z 1 A. 3.1 19 22 18 23 17 16 15 14 24 13 25 12 26 11 2x4 II Special 3x5= 3x4= 3x4= 3x5= Special Special 2x5 II Special Special Special Special Special 1.8.7 { 3-3-2 I 4-9-13 6-4-8 I 8-4-2 I 10-0-3 I 11-8-5 I 13-4-6 I 15-2-0 1-8-7 1-6-11 1-6-11 1-6-11 1-11-10 1-8-2 1-8-2 1-8-2 1-9-10 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.18 15-16 >994 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.28 15-16 >643 360 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.05 11 rVa n/a BCDL 5.0 Code FBC2014/1-P12007 Matrix-MSH Weight:245 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, BOT CHORD 2x4 SP No.1 D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 20=4956/0-3-8,11=4791/Mechanical FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-4091/0,1-2=-4602/0,2-3=-8170/0,3-4=-10608/0,4-5=-12089/0,5-6=-12089/0,6-7=-12089/0,7-8=-10944/0, 8-9=-8546/0,9-10=-4885/0,10-11=-4085/0 BOT CHORD 18-19=0/4602,17-18=0/8170,16-17=0/10608,15.16=0/12089,14-15=0/10944,13-14=0/8546,12-13=0/4885 WEBS 10-12=0/6107,9-12=-3079/0,9-13=0/4737,8-13=-2139/0,8-14=0/3102,7.14=-1135/0,7-15=0/1708,5-16=-274/0, 1-19=0/5909,2-19=-3206/0,2-18=0/4760,3-18=-2334/0,3-17=0/3253,4-17=-1404/0,4-16=0/2169 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are 5x5 MT20 unless otherwise indicated. 5)Refer to girder(s)for truss to truss connections. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1017 lb down at 0-5-8,1013 lb down at 2-5-8,1013 lb down at 4-5-8,1013 lb down at 6-5-8,1013 lb down at 8-5-8,1013 lb down at 10-5-8,and 1013 lb down at 12-5-8,and 1015 lb down at 14-5-8 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(plf) Vert:1-10=-100,11-20=-10 Concentrated Loads(Ib) Vert:15=-1013(F)16=-1013(F)21=-1017(F)22=-1013(F)23=-1013(F)24-1013(F)25=-1013(F)26-1015(F) V WARNING-Verify design peram.I.rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. lit Design valid for use only with Mlkakc connectors.This design Is based only upon parameters shown,and Is for an Individual building ng component.not a iritis system.Before use,the building designer roust verify the applicability of design parameters and properly Incogxnale this design Into the overall biding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addtfonal temporary and permanent bracing Milk*" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding tike fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/tPl1 Quality Criteria,05849 and BCSI 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 I Truss Truss Type Qty Ply Jordan Residence PC 1 I T94704971 J160471 IA01 Half Hip Girder 1 1 1 Job Reference(optional) _____:1 Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:56:55 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bytk_R-y0Q6g8xv9bKI W n9U4zt06_hH5gX2mRHybeeoLydIN6 5-0-2 8-0-0 13-2-8 18._5-0 5-0-2 i 2-11-14 t 5-2-8 5-2-8 Scale=1:31.0 Special NAILED 4x10= = NAILED NAILED 1.5x4 NAILED NAILED 3x8 4 14 15 16 5 17 18 6 4.00 r2 r, liI( fl 8 II fl n 1 ,�° 1.5x4 i 3 3x5 2 1 1e ai _,= Il RP IN nn l ��_ 19 9 20 21 8 22 23 6x6__ NAILED NAILED 6x10_ NAILED NAILED 7 5x8 II 4x7 II Special Special 8.0.013.2-8 18-5-0 8-0-0 { 5-2-8 5-2-8 { Plate Offsets(X,Y)-- (1:0-4-1,0-1-41,[4:0-6-0 0-1-121,[7_Edge 0.3-8],[9:0.3-0,0-3-12) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 j Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.24 8-9 >901 180 BCLL 0.0 * Rep Stress Ind NO WB 0.63 Horz(TL) 0.05 7 r/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1496/0-5-8,7=1916/0-3-8 Max Horz 1=101(LC 20) Max Uplift 1=-318(LC 8),7=-455(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3252/728,3.4=-32641723,4-5=-2456/548,5-6=-2456/548,6-7=-1811/471 BOT CHORD 1.9=-683/3011,8-9=-708/3130 WEBS 4-9=-49/794,4-8=-779/199,5-8=-727/320,6-8=-616/2800 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511 L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=318,7=455. 6)"NAILED"Indicates 3.10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)317 lb down and 275 lb up at 8-0-0 on top chord,and 313 lb down and 83 lb up at 7-9-14,and 394 lb down and 81 lb up at 8-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pll) Vert:1-4=-54,4-6=-54,7-10=-20 • Concentrated Loads(Ib) Vert:4=-317(F)9=-394(F)6=-172(F)14=-146(F)15=-146(F)17=-146(F)18=-146(F)19=-313(F)20=-74(F)21=-74(F) • 22=-74(F)23=-74(F) mii—T A WARNING-V.Nly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 nay.10/032015 BEFORE USE. Design valid for use only with Milokdo 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 parameters and rxoperly incorporate this design into the overall briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Milek" Is always required la stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and tracing of busses and taus systems,soeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Butdng Component 6904 Parke East Blvd. Safety Information avaliable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexa data.VA 22314. Taupe,FL 33610 Job 'Truss Truss Type Qty Ply Jordan Residence PC j r i T9470498 J160471 1A02 Hall Hip 1 1 1 Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:56:56 2016 Page 1 ID:vJQUiQCbEtENbiNG)osW_byfk_R-QD_UtUyXwvSc8wkA1 nU6ZJXzGV?8nFGOBFOCKnydIN5 5-1-12 { 10-0-0 I 14-2.8 18-5-0 ' 5-1-12 4-10-4 4-2-8 4-2-8 Scale:318'=1' 4x4= 1.5x4 II 3x4= 4 15 5 16 6 I 4.00 r DI 12 'L 1.5x4�14 3 3x4 13 rn 2 fro 1.0 1 8 _ 7 3x8 II 3x8 3x4= 10-0-0 18-5-0 I 10-0-0 i 8-5-0 Plate Offsets(X,Y)-- 11:0.3-8,Edge) _ LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (Loc) Vdefl Lid T PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.14 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 I Vert(TL) -0.35 8-11 >619 180 BCLL 0.0 * Rep Stress Ind YES WB 0.40 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=676/0-5-8,7=676/0-3-8 Max Horz 1=127(LC11) Max Uplift 1=-130(LC 12),7=-179(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1264/381,3-4=-948/271,4-5=-859/274 BOT CHORD 1-8=-496/1173,7-8=-245/570 WEBS 3-8=-341/186,5-8=-103/399,5-7=-753/283 NOTES- 1)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to 14-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 0t=1b) 1=130,7=179. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.10W3/201S BEFORE USE. Design vaild for use only with Milekf connectors.This design is based only utxsn ixeameters shown.and Is for an In dMdu ai txuN:/ing component,not . a truss system.Before use,the building designer must verify the appllcablllty of design parameters and properly incorporate this design into the overall banding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Add itlonot temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hhay and property damage. For general guidance regarding the labr cotton.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Bullring Component 6904 Parke East BNd. Safely Information avakt4e from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job I Truss i Truss Type Qty Ply Jordan Residence PC T9470499 J160471 A03 I Half Hip 1 1 LI Job Reference(optional)_ _ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:56:57 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk_R-uPYs5pz9hDaTm41 NbV?L6W 35ZvSf W ciaQv7lsEydlN4 6-1-12 12-0-0 18-5-0 6-1-12 5-10-4 6-5-0 Scale=1:31.6 4x10= 2x4 II 4 15 16 17 5 Eli 4.00 rri 14 3x4 3 rid 3x4 5 13 2 1 — D L,' 8 7 3x8 11 1.5x4 II 3x4= 3x4 6 6-1-12 I 12-0-0 18-5-0 6-1-12 5-10-4 6-5-0 Plate Offsets(X,Y)-- f 1:0-3-8,Edge],[4:0-5-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.13 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(TL) 0.04 6 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH ( Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purtlns, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=676/0-5-8,6=676/0-3-8 Max Horz 1=151(LC 11) Max Uplift 1=-129(LC 12),6=-163(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1268/341,3-4=-747/234 BOT CHORD 1-8=-462/1168,7.8=-462/1168,6-7=-283/673 WEBS 3-7=-549/195,4-7=-31/420,4-6=-795/283 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;8=451t;L=24ft;eave=oft Cat. II;Exp B;End.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to 16-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=129,6=163. • � t A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valid for use oily with MITeks connectors.this design Is hosed only upon parameters shovm.and Is for an individual balding component,not a truss system.Before use,the building designer must verify the apt 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 oily.Additional temporary and permanent bracing I 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 l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intodmallon available fable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC J160471 A04 iHallHip 1 1 T9470500 — Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:56:57 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk-R-uPYs5pz9hDaTrn4INbV?L6W 36tvSIWfMaOv7lsEydlN4 6-9-12 13-4-0 18-5-0 6-9-12 6-6-4 5-1-0 4x10= Scale=1:32.6 1.5x4 4 15 16 5 r � 4.00 12 14 3x4 eL d rt 3x4 13 2 1 8 a 3x8 11 1.5x4 II 3x4= 3x4 6 6-9-12 13-4-0 18-5-0 6-9-12 I 6-6-4 5-1-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[4:0-5-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.16 7-8 >999 180 BCLL 0.0 ' Rep Stress Ind YES WB 0.60 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=676/0-5-8,6=676/0-3-8 Max Horz 1=166(LC 11) Max Uplift 1=-128(LC 12),6=-151(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1254/329,3-4=-612/200 BOT CHORD 1-8=-451/1153,7-8=-451/1153,6-7=-242/536 WEBS 3-8=0/254,3-7=-678/227,4-7=-46/437,4-6=-738/267 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 13-4-0,Exterior(2)13-4-0 to 17-6-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=128,6=151. ' V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/201S BEFORE USE Design valid for use only with Mllekr connectors.This design is based only upon txxamefers shown,and is for an individuoi holding component.not a truss system.Before use,the buikkng designer must verify the applbablity 01 dosigr t xxaneters and properly incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Milek" B always required for stability and to prevent cotlq se with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of husses and truss systems seeANSI/lPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bid. Safety Information avdlabte from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tanga.FL 33610 _ Job 'Truss Truss Type Qty Ply Jordan Residence PC T9470501 J160471 A05 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:56:58 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk__R-Mb6Fl9_nSW iKNEtZ9C W aekcD._IIFFOcjeZtlOgydIN3 7-9-12 15-4-0 18-5-0 7-9-12 7-6-4 3-1-0 4x10= Scale=1:35.5 1.5x4 4 5aa Ci 4.00;12 14 3x4 3 a ✓ \ 3x4 13 2 1 I 8 7 6 3x8 li 1.5x4 I' 3x4= 3x4= 7-9-12 15-4-0 18-5-0 7-9-12 7-6-4 3-1-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[4:0-5-8,0-2-0] LOADING (psf) -1 SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.08 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.21 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(TL) 0.04 6 IVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 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 WEBS T-Brace: 1x4 SPF Stud-3-7 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=676/0-5.8,6=676/0-3.8 Max Horz 1=189(LC 11) Max Uplift 1=-127(LC 12),6=-137(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1219/311,3-4=-413/150 BOT CHORD 1-8=-429/1116,7-8=-429/1116,6-7=-177/336 WEBS 3-8=0/309,3-7=-852/272,4-7=-68/484,4-6=-716/261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3.0-0 to 15-4-0,Exterior(2)15-4-0 to 18-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s)except(jt=lb) 1=127,6=137. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10103/2015 BEFORE USE - f Design valid for use only with MI k*l connectors.This design Is based only upon parameters shown.and Is for an Individual hording component.not a truss system.Before use.the building desioner must verify the applicability of design parameters and property Incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual tons web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stabtity and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of tosses and truss systems,seeANSI/1PI1 QuaNty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safety Information avaNable from Truss Plate Institute.218 N.Lee Sheet.SUte 312.Alexandria-VA 22314. 1 Tanpa.FL 33610 Job I Truss Truss Type 'Qty Ply Jordan Residence PC • I T9470502 J160471 A06 Half Hip 1 1 1 Job Reference(optional'_ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:56:59 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfkR-rogdVV?QCggB?OSIjv1 pBx8PEi 1-_)(ustDcsx6ydtN2 5-11-11 11-7-13 17-4-0 18-5-0. 5-11-11 5-8-3 5-8-3 1-1-0 I 4x4= 4x4 .I Scale=1:39.9 5 6 4.0012 4 15 4 1.5x4�� 3 3x4� 14 2 1 lop a is 11.:11Y 98 /2 3x8 I 3x4 7 4x4 II 3x4= 8-9-121 17-4-0 118.5.0 8-9-12 8-6-4 1-1-0 Plate Offsets(X,Y)-- ]1:0-3-8,Edge],f6:Edge,0-3-81,f7:Edge,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip IDOL 1.25 TC 0.58 Vert(LL) -0.19 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.55 8-9 >398 180 BCLL 0.0 ' Rep Stress Inca YES WB 0.73 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:100 lb FT=20% - LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=676/0-5-8,7=676/0-3-8 Max Horz 1=213(LC 11) Max Uplift 1.126(LC 12),7=-138(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1259/335,3-4=-1037/268,6-7=-285/107 BOT CHORD 1-9=-442/1160,8.9=-298/692 WEBS 3-9=-276/152,4-9=-59/513,4-8=-792/270,5-8=-58/278 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 17-4-0,Exterior(2)17-4-0 to 18-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 toads. 5)'This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=126,7=138. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE mit Design valid for use only with Mihrk:>connectors.This design Is based only upon parameters shown.and Is for an Individual Wilding component,not a truss system.Before use,the building designer must verity tlx:applicability of design parameters and properly Incorporate thts design Into the overall building design. Brachg Indicated Is to prevent buckling of Individual truss web and/or chord members oily. 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 ficbricatbg storage,delivery,erection and bracing of trusses and truss systems,soeANSI/TPI I Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdimle from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Jordan Residence PC T9470503 J160471 A07 Monopitch 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:00 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bytk_R-J_E?jr?2z8y1 dYtyGdY2j9hcG6NMj__706tMPTZydIN1 6-1-3 11-10-13 18.0-0 6-1-3 5.9.11 6-1-3 2x4 I! Scale=1:38.0 r 13 4.00 12 3x4 i 1.5x4 4sitli 3x4. 12 2 1 .00070 id 1• IQ! 7 3x4= 6 3x8 1 3x4= 9-0-0 18-0-0 9-0-0 9-0-0 Plate Offsets(X,Y)-- (1:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.16 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.41 6-7 >524 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.73 Horz(TL) 0.03 6 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 5-1-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=661/0-5-8,6=661/Mechanical Max Horz 1=219(LC 11) Max Uplift 1=-122(LC 12),6=-136(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(!b)or less except when shown. TOP CHORD 1-3=-1209/326,3-4=-969/254 BOT CHORD 1-7=-411/1115,6-7=-266/627 WEBS 3-7=-305/161,4-7=-59/526,4-6=-760/249 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=2511;B=45ft;L=24th eave=4lt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3-0.0 to 17-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=122,6=136. 1 l 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/20I5 BEFORE USE Design valid lot use only with MITeko connectors.this design Is based only upon parameters shown,and is for on Individual building component,riot a truss system.Before use.the bulking designer must verify the applicability of riesign parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to proven,buckling of indMdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ek• is always required for stability and to prevent collapse with posstle personal Witty and properly damage. for general ou doneo regarding the ralxkeation.storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 223t4. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC T9470504 J160471 1A08 Monopitch 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:01 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW byte..R-nAoNwB0gkR4uEic8gK4HGMEp7WpeSaT9KX5z??ydINO 4-3-0 8.6-0 4-3-0 { 4-3-0 1.5x4 Scale=1:21.1 4 4.0012 • 11 1.5x4 3 10 �� 3x4 2 01/40.1 • PO ' 5 3x8 II 3x4 8-6-0 8-6-0 Plate Offsets(X,Y)=-_ [1:0-3.8 Edge; LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.12 5-8 >807 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.31 5-8 >323 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.02 1 rt/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=309/0-5-8,5=309/Mechanical Max Horz 1=108(LC 11) Max Uplift 1=-57(LC 12),5=-64(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-797/184 BOT CHORD 1-5=-234/382 WEBS 3-5=-412/213 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psl;BCDL=3.0psf;h=2511;B=45fh L=24th eave=4th 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 8-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. ' 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 104.7473 rev.10/93/2015 BEFORE USE. Design valid for use only with Mekf,connectors.this design is based only upon parameters shown,and Is for an individual building g component,not a truss system.Before use,the building designer must verity the c; of design parameters and property Inca ipxxate this design Into the overall brAdng design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek• B always required for stability and to prevent coilopse with possible personal Inlay and property damage. For(amoral guidance regarding the ktrk:atton,storage,delivery,erection and bracing of trusses and truss systems,seer/MI/MPM I Qually Criteria,058.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Jordan Residence PC T9470505 J160471A09 Half Hip Girder 1 1 , I Job Reference(optional____ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:02 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW__byfk_R-FNMI8X1 IVICIsrBKO2bW pamtiw2xBwZJZBrW YRydIN? 5.0.2I 8-0.0 13.5.4 I 18-10-8 i 5-0-2 2-11-14 5-5-4 5-5-4 Scale=1:31.7 Special NAILED NAILED 5x8= _ NAILED NAILED 1.5x4 I) NAILED 3x8 4 15 16 17 6 18 19 20 6 4.00:-12 n n n n 3- Ail P n. e 3x4% el 3 3x5 2 I 1 r 41i,e O , o s 1a 1 nn nn n11 11r nn Li 10 21 8 22 23 8 24 25 26 7 2x4 I 676—_ NAILED NAILED 6x10= NAILED 3x4 II 5x8 II Special NAILED NAILED Special 5-0-2I 8.0.0 l I 13-5-4 18-10-8 I 5-0-2 2-11-14 5.5.4 5-5-4 Plate Offsets(X,Y)-- (1:0-4-5,0-0-81,[4:0-5.4,0.2.81,[9:0.3.0,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (lop) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 1.00 Vert(TL) -0.24 9-10 >912 180 BCLL 0.0 " Rep Stress Incr NO WB 0.61 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 j Matrix-MSH Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, 4-6:2x4 SP No.1D except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-3 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1484/0-5-8,7=1569/Mechanical Max Horz 1=101(LC 24) Max Uplift 1=-322(LC 8),7=-386(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3102/696,3.4=-32911751,4-5=-2303/544,5-6=-2303/544,6-7=-1484/396 BOT CHORD 1-10=-659/2887,9-10=-659/2887,8-9=-73513159 WEBS 4-9=-67/842,4-8=-980/261,5-8=-623/291,6-8=-610/2609,3-9=251/453 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45it L=24ft;eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=Ib) 1=322,7=386. 8)"NAILED"Indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)389 lb down and 275 lb up at 8-0-0 on top chord,and 313 lb down and 83 lb up at 7-9-14,and 394 lb down and 81 lb up at 8-2-2 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-4=-54,4-6=-54,7-11=-20 Continued on oaae 2 A WARNING-VarUy daa/gn paranwtara and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*19.7473 row.10.03/2015 BEFORE USE. - Design valid for use only with MilokO comer.:tors.this design Is Lased only upon parameters shown,and Is for an individual bulding 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 balding 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/iPl1 Quality Criteria.DSB-89 and SCSI Bulding Component 6904 Parke East Blvd. Safely Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply Jordan Residence PC T9470505 J160471 A09 Half Hip Girder 1 1 Job Reference Optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:02 2016 Page 2 ID:VJQUiQCbEtENbiNGjosW_bylk_.R-FNMI8X1IVICIsrBKO2bWpamtiiw2xBwZJZBrWYRydIN? LOAD CASE(S) Standard Concentrated Loads(Ib) Vert 4=-317(F)9=-394(F)15=-146(F)16=-146(F)18=-52(F)19=-52(F)20=-66(F)21=-313(F)22=-74(F)23=-74(F)24=-15(F)25=-15(F)26=-20(F) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE 9111.7473 nw.100312015 BEFORE USE Nill. i Design valid for use only with Mile&connectors.this design Is based only upon parameters shown,and is for an Indivklual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporale this design Into the overall building design. Brachg Indicated Is to prevent tackling of indlvIctucl truss web and/or chord members only.Additional temporary and permanent bracing 1 MiTek' Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding tho fabricatkrt,storage,del very,erection and bracing of tnrsses and truss systems,seeANSI/tPl1 Quality Cdlerh,DSB-89 and BCSI Building Component 1 6904 Parke East Bird. Safely Information available from truss Rate institute,218 N.Lee Street.Sidle 312,Alexandria,VA 22314. Tampa.FL 33610 1 Job 'Truss Truss Type Qty Ply Jordan Residence PC , T9470506 IJ160471 IA10 ROOF TRUSS 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:03 2016 Page 1 ID:vJQUiQCbEIENbiNGjosW_bytk_R-jZv8Lt2wG3KcU?mW yI61 LnJ21 J RSWQ1 Sora34tydIN_ 5-1-12 8-8-12 10-0-0 16-10-8 18-10-8 5-1-12 I 3-7-0 1-3-4 6-10-8 { 2-0-0 Scale=1:31.4 4x7= 2x4 '1 5x5= 4 16 17 18 5 6 2x4 11 0 4.00 riT 3 U 3x4 115 2 14 Ii 1 8 N A w, 10 9 88x8= 7 3x4= 2x4 II 3x4= 2x4 II 5-1-12 8-8-12 10-0-0 16-10-8 18-10-8 5-1-12 I 3-7-0 I 1-3-4 6-10-8 2-0-0 Plate Offsets(X,Y)-- 14:0-3-8,0.1-121,(8:0-3-8,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.20 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.44 9 >508 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.40 Horz(TL) 0.02 7 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Attic -0.11 8-9 898 360 Weight:116 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, BOT CHORD 2x6 SP No.1 D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=693/0-5-8,7=693/Mechanical Max Horz 1=123(LC 11) Max Uplift 1=-133(LC 12),7.183(LC 9) Max Gray 1=693(LC 1),7=775(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1502/407,2-3=-923/252,3-4=-796/266,4-5=-809/260,5-6=-809/260, 6.7=-1267/347 BOT CHORD 1-10.524/1424,9.10=-524/1424,8-9=-286/837 WEBS 6-8=-550/1799,5-8=-744/344,3-9=0/281,2-9=-738/272,2-10=-60/260 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=45th L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0.0 to 10-0-7,Exterior(2)10-0-7 to 14-3-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Bottom chord live load(20.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.8-9 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb) 1=133,7=183. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 1 � V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10032015 BEFORE USE. Design valid for use only with tvti1okb connectors.this design is bused only upon parameters shown,and Is for an individual'striding component.not , a truss system.Below 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 Milek• Is always required for stability and to prevent collapse with possible personal Irllrry and property damage. far general guidance regarding the latxk:atbh storage.delivery,erection and bracksg of trusses and Russ systems,seeANSI/ivil Quality Criteria,DSB-89 and SCSI Balloting Component 6904 Parke East Bird. Safety Information avdtable from Truss Plate Insllule,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply Jordan Residence PC T9470507 J160471 All ROOF TRUSS 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:04 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byf k_R-BIT W ZD2Y1 MST59LjVTd_u_sE2jn2ftGbl VKdbKydlMz 6-1-12 8-9-12 12-0-0 15-5-4 16-9-12 18-10-8 6-1-12 2-8-0 3-2-4 3-5-4 1-4-8 2.0.12 Scare=1:31.4 4x7= 2x4 I I 5x5 4 16 17 18 5 6 400 Fri 2x4 i 3 15 3x4 A 2 601 14 1 n r-z-1 /e 10 9 88x8= 7 3x4= 2x4 II 3x4= 2x4 H 6-1-12 8-9-12 12-0-0 16-9-12 i 18-10-8 6-1-12 2-8-0 3-2-4 4-9-12 2-0-12 Plate Offsets(X,Y)-- 14:0-3.8,0.1-121,18:0.3-8,0.4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.25 8-9 >900 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.54 8-9 >417 180 BOLL 0.0 * Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Attic -0.13 8-9 758 360 Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, BOT CHORD 2x6 SP No.1D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=693/0-5-8,7=693/Mechanical Max Horz 1=147(LC 11) Max Uplift 1=-132(LC 12),7=-168(LC 9) Max Gray 1=693(LC 1),7=778(LC 20) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1461/382,2-3=-828/223,3-4=-682/230,4-5=-682/237,5-6=-682/237, 6-7.1328/370 BOT CHORD 1-10=-498/1386,9-10=-498/1386,8-9=-263/712 WEBS 2-10=-113/381,5-8=-729/368,6-8=-579/1806,3-9=-2/349,2-9=-938/310 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft L=24ft;eave=41t;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-7,Exterior(2)12-0-7 to 16-3-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) 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)Bottom chord live load(20.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.8-9 7) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=132,7=168. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNING-Verify design pan/rioters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltoto)connectors.this design Is based only upon parameters shown.and is for an Inc.ilvid al holding component not mit a truss system.Before use.the bullring designer must verify the opplicablify of design parameters and properly Incorporate this design Into the overall bridbng design. Bracing indicated icated 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 pie personal injury and property darns ge. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Cdterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tri Plate Institute.218 N.Lee Sheet Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC , T9470508 J160471 Al2 ROOF TRUSS 1 1 Job Reference(optional) Manning Building Supplies_ Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:05 2016 Page 1 I D:VJQUIQCbEtENbiNGjosW_byfk_R-Ixt umZ3AogaKjJwv3A8DQCOO474mOJIIF93A7mydIMy 5-10-14 9.1.0 9-11-7 14.0.0 17-1-0 18-10-8 5-10-14 I 3-2-2 10.10.7 I 4-0-9 3-1-0 1-9-8 4x7= Scale=1:33.7 3x6 II 8x8= 4 16 5 17 6 1-7 4.00 Fri 2x4 II 15 3 3x4 2 14 1 a a 10 9 8 7 3x4= 2x4 I I 3x4= 8x8= 3x6 II 5-10-14 9-1-0 ,9.11.7 14-0-0 17-1-0 18-10-8 I 5-10-14 l 3-2-2 '0-10-7 I 4.0.9 I 3-1-0 I 1-9-8 Plate Offsets(X,Y)--• (4:0.3-8,0-1-12),(8:0.3-8,0.4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.34 8-9 >659 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.73 8-9 >307 180 BCLL 0.0 * Rep Stress Inch YES WB 0.45 Horz(TL) 0.02 1 rVa n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Attic -0.17 8-9 589 360 Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, BOT CHORD 2x6 SP No.1 D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 1=693/0-5-8,7=693/Mechanical Max Horz 1=170(LC 11) Max Uplift 1=-131(LC 12),7=-149(LC 9) Max Gray 1=693(LC 1),7=785(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1493/381,2-3=-729/185,3-4=-599/202,4-5=-586/220,5-6=-586/220, 6-7=-1521/401 BOT CHORD 1-10=-499/1423,9-10=-499/1423,8-9=-241/618 WEBS 5-8=-785/435,6-8=-657/2028,2-10=-116/418,2-9=-1037/320,3-9=0/302 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=3.0psf;h=25ft;B=45(1;L=24ft;eave=4fh Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-0-7,Exterior(2)14-0-7 to 18-3-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bottom chord live load(20.0 psf)and additional bottom chord dead load(0.0 psi)applied only to room.8-9 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=131,7=149. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 1 l 0 WARNING-Verily d.Ngn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rov.1003/2015 BEFORE USE. mit Design valid for use only wilt.MITek6.connectors.This design is based only upon parameters shown.and Is for a.individual bulding component,not a truss system.Before use.the building designer must verify the ap pllcablity of design paar.elers and properly incorporate this design kilo the overall b.idng design. Bracing Ir dicated Is to prevent buckling of individual truss web axi/or chord members only. Additional temporary end permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. lot general auk:knee regaUng the 6904 Parke East Blvd. fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component Safety Information avellable Born truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type Ory Ply Jordan Residence PC T9470509 J160471 A13 ROOF TRUSS 1 1 f Job Reference(optional) Manning Building Supplies, Jacksonville.FL 8.010 5 Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:06 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bylk_R-78bGzu4pZ_iBLTU5dufSzPxYQXPJ7nsuUppjgCydIMx 5-4-6 8-10-8 16-0-0 16.10.81 18-10-8 5-4-6 { 3-6-2 t 7-1-8 '0-10-8 2-0-0 4x7= 2x4 I 5x5= Scale=1:36.6 4 5 6 111-72 4.00 12 15 2x4 I 3 3x4 r 2 14 •1 10 9 8 7 3x4= 2x4 I I 3x4= 8x8= 2x4 i I 5-4-6 8-10-8 16-0-0 16-10-81 18.10.8 5-4-6 3-6-2 7-1-8 10.10-8 2-0-0 Plate Off set skXY)_- 11:0-1-15,0-1.8114:0-3-8,0-1-12),18:0-3-8,0-4-12) LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.40 8-9 >561 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.97 Vert(TL) -0.86 8-9 >263 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MSH I Attic -0.19 8-9 496 360 Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, BOT CHORD 2x6 SP No.1 D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 10-0-0 oc bracing:1-10. REACTIONS. (lb/size) 1=693/0-5-8,7=693/Mechanical Max Horz 1=193(LC 11) Max Uplift 1=-130(LC 12),7=-140(LC 12) Max Gray 1=693(LC 1),7=778(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1543/390,2-3=-689/155,3-4=-591/191,4-5=-552/218,5-6=-552/218, 6-7=-1404/379 BOT CHORD 1-10=-505/1476,9-10=-505/1476,8-9=-226/585 WEBS 6-8=-543/1778,5-8=-591/350,2-9=-1071/323,2-10=-110/432 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=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 16-0-7,Exterior(2)16-0-7 to 18-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) 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)Bottom chord live load(20.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.8-9 7) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=130,7=140. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. • AL WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M1-7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MilekD connectors.this design is based only upon parameters shown,and is tot cxi individual bulding component,not a truss system.Before use,the bullring designer must verity the appllcablity of design parameters and properly incorporate this design into the overall bulding design. Bracing hc*cated is to prevent buckling of in dMdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possbte personal Ytksy and property damage. For general guidance regardkrg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Werke,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information avdkYxe from truss Plate institute,218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job I Truss Truss Type I Qty Ply Jordan Residence PC T9470510 J160471 A14 ROOF TRUSS 1 1 !Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:07 2016 Page 1 IDvJQUiQCbEtENbi NGjosW__bytk_R-cK9eBE5RKHg2yd31BbAhW dUhdxmKsDY2jTYHClydlMw 4-9-109.0.0 16-10-8 18-0-0 18-10-8 I 4-9-10 4-2-6 7-10-8 i 1-1-8 '0-10.8' 7x10= Scale=1:39.8 2x4 I I 5 6 7 • • n r 4.00;12 17 2x4 11 4 • 3x4 y /91,1 3 4x4% 16 T ' ' " 4x7 II 2 10 9 B 3x4= 2x4 I 3x4= 84= 2x4 II 4.9.10I 9.0.0 16-10-8 118-0.0)8.10 .4 4-9-10 4-2-6 7-10-8 1-1-8 0.10.8 Plate Offsets(X,Y)-- [t:0-1-14,0-0-121,[6:0-2-12,0-4-41,[9:0-3-8,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) t/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.39 10 >571 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.83 9-10 >266 180 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 1 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 Matrix-MSH Attic -0.18 9-10 511 360 Weight:137 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x6 SP No.1D except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-8:2x6 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=681/0-5-8,8=681/Mechanical Max Horz 1=216(LC 11) Max Uplift 1=-127(LC 12),8=-139(LC 12) Max Gray 1=681(LC 1),8=768(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1502/392,3-4=-684/145,4-5=-592/189,5-6=-723/278,6-7=-547/235, 7-8=-1384/356 BOT CHORD 1-11=-496/1452,10.11=-496/1452,9-10=-216/579 WEBS 3-11=-87/381,3-10=-996/310,7-9=-570/2034,5-9=-871/413 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=24ft;eave=4ft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3.2-12,Interior(1)3-2-12 to 18-0-0,Exterior(2) 18-0-0 to 18-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bottom chord live load(20.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.9-10 7)Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=127,8=139. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/201S BEFORE USE. la Design valid for use only with MilekID connectors.INs design k based only upon parameters shown.and Is lot an individual building component,not a Cuss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always resided 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 musses and truss systems,seeANSI/tPl1 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 Jordan Residence PC T94705111 J160471 I A15 ROOF TRUSS 1 1 I I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:08 2016 Page 1 ID:vJOUtOCbEtENbiNGjosW_byfk_R-4Wj 1 Oa635bzvameUkliw2gorZK6RblHBx71gk5ydlMv 4-4-0l 8-8-12 i 16-10-8 i 18.10.8 4-4-0 4-4-12 8-1-12 2-0-0 6x6% Scale=1:39.7 6 2x4 II 1101 4.00 FF 16 5 k I 2x4 II I 4 8X8 w V 3 3 4x4% /5 • 4x7 i l 2 r� i kis i trot - PI soft r 4— i 10 9 a 7 3x4= 2x4 I I 3x4= 8x8= 2x4 ,I 4.4.0I 8-8-12 i 16-10-8 I 18-10-8 4-4-0 4-4-12 8-1-12 2-0-0 Plate Offsets(X,Y)-- 11:0-1-14,0-0-12],[3:0-4-0,0-4-81,16:0-2-0,0-3-12],(8:0-3-8,0-4-121 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 I Vert(LL) -0.42 8-9 >534 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.89 8-9 >251 180 BCLL 0.0 * Rep Stress Incr YES WB 0.53 1 Horz(TL) 0.03 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Attic -0.20 8-9 494 360 Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.1 D BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-7 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 (0.131-x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 7=685/Mechanical,1=685/0-5-8 Max Horz 1=224(LC 11) Max Uplift 7=-140(LC 12),1=-127(LC 12) Max Gray 7=775(LC 20),1=685(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1555/405,3-4=-712/146,4-5.619/193,5-6=-759/289,6-7=-1364/330 BOT CHORD 1-10=-499/1504,9-10=-499/1504,8-9=-209/600 WEBS 3-10=-86/372,6-8=-530/2074,5-8=-927/392,3-9=-1006/315 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25f1;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 18-8-12 zone;cantilever I 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.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bottom chord live load(20.0 psf)and additional bottom chord dead load(0.0 psi)applied only to room.8-9 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 7=140,1=127. 7)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 8)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Q WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.1043/2015 BEFORE USE. mg Design valid for use only with Mitek®connectors.This design B based only upon parameters shown.and Is for an Individual bulking component.not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of IndNklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required tot stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication.storage,delivery,erector and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormallon available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tanga.FL 33610 !Job Truss Truss Type Qty Ply Jordan Residence PC , T9470512 J160471 601 Hip Girder 1 1 1Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:09 2016 Page 1. ID:vJQUiQCbEtENbiNGjosW_byfk_R-Yj HPcw6hsu5mCwDgI0D9b2Z2wkUSKCBLAn 1 OGXydIMu 7-0-0 10-11-8 17-11-8 7-0-0 3-11-8 l 7-0-0 Scale=1:36.1 4x7= Special Special NAILED 4x4= 3 17 4 n r� 7.00 /2 co 0 4x4 i4x4 b 2 5 6 1 c'il \e Ib 188 197 20 MN 1.5x4 II NAILED 3x4_ 4x10 II 4x10 I Special Special Special Special 7-0-0 10-11-8 17-11-8 i 7-0-0 3-11-8 7-0-0 Plate Offsets(X,V)-- [1:0-3-8 Edge],13:0-5-4,0-2-01,[6:0-5-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl tJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.11 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.19 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D'Except* TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. BOT CHORD 2x4 SP No.1D 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=1549/0-5-8,6=1552/0-5-8 Max Horz 1=-82(LC 23) Max Uplift 1=-493(LC 8),6=494(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2377/822,3-4=-1994/745,4-6=-2384/823 BOT CHORD 1-8=-621/1966,7-8=-626/1988,6-7=-622/1972 WEBS 3-8=-145/720,4-7=-147/731 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=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s)except Ot=lb) 1=493,6=494. 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)276 lb down and 292 lb up at 7-0-0,and 272 lb down and 290 lb up at 10-11-8 on top chord,and 254 Ib down and 106 lb up at 6-9-14,329 lb down and 129 lb up at 7-2-2,and 329 lb down and 129 lb up at 10-8-10,and 272 lb down and 109 lb up at 11-1-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-6=-54,9-13=-20 Concentrated Loads(Ib) Vert:3=-204(F)4=200(F)8=-329(F)7=-329(F)17=-114(F)18=-254(F)19—68(F)20=-272(F) A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MitekS)connectors.This design Is based only upon parameters shown.and Is lor an Indtvk*ail building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incogxxalo this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Qu aly Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtabie from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 1 Job I Truss Truss Type Qty Ply Jordan Residence PC T9470513 J160471 1B02 Common 4 1 j Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:10 2016 Page 1 IDvJQUiOCbEtENbiNGjosW_bytk_R-0vgnpG7JdCDdp4otsjk07F6N 18gx3gCUPRnxp_ydlMt 4-7-10 8-11-12 13-3-14 17-11-8 4-7-10 4-4-2 4-4-2 { 4-7-10 4x4= Scale=1:36.4 4 PI 7.00 I12 18 19 1.5x4 1.5x4 3 5 17 3x4 3x4 2 6 1 7 Y C 8 3x8 1 3x8= 3x8 II 8-11-12 l 17-11-8 8-11-12 8-11-12 Plate Offsets(X,Y)-- 11:0-3-8 Edge!,f7:0-5-7,Edgel,(7:0-0-0,0-0.01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.09 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.22 8-15 >988 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=664/0-5-8,7=664/Mechanical MaxHorz 1=105(LC11) Max Uplift 1=-130(LC 12),7=-130(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-873/255,3-4=-702/217,4-5=-702/217,5-7=-873/255 BOT CHORD 1-8=-160/724,7.8=-160/724 WEBS 4-8=-99/450 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3-0-0 to 8-11-12,Exterior(2)8-11-12 to 11-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=130,7=130. t I � WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rat/10/032015 BEFORE USE. Design valid for use only with Mllekr connectors.This design Is based only upon parameters shown.and is for an individual Wilding component,not a truss system.Before use,the building designer must verify the applicability of design rxrmrelers and properly incorporate this design Into the overall iT building design. Bracing incibated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel(' Is always required tor stability and to prevent collapse with possible personal Injury and property damage. ler general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.lee Street.Suite 312.Alexarndda,VA 22314. Tampa.FL 33610 [Job 'Truss Truss Type Qty Ply 1 Jordan Residence PC T9470514 J160471 803 Hip Girder 1I 2 1 Job Reference optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:11 2016 Page 1 I D:vJQUiQCbEtENbiNGjosW__byfk_R-U5091 c8xOW LUREN3QRFdgTeOMY9XowHde5W ULQydIM5 4-4-0 8-4-8 14-3-12 20-3-0 24-3-8 28-7-8 4-4-0• l 4-0-8 I 5-11-4 5-11-4 4-0-8 4.4.0 i Scale=1:48.5 4x4= Special 3x8= 4x4= 4 21 5 22 6 7.00 12 6 1.5x4 I 1.5x4 O 7 I i 00V 3 I 3x4% N IRO 2 3x4 i 8 1 `i v 9L-1 ig I sii of 12 11 23 t 0 24 =1 8x8= 8x8_ HGUS26-2 8x8= 6x6= 6x6= Special Special 8.4.8 14-3-12l 20.3.0 28-7-8 i 8-4-8 5-11-4 5-11-4 8-4-8 Plate Offsets(X,Y)-- [1:Edge.0-2-8j,[9:Edge,0-2-81,[11:0-4-0,0-4-8) LOADING(psf) SPACING- 2-0-0 CSI. ! DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.13 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 ! Verl(TL) -0.29 10-11 >999 180 BCLL 0.0 I Rep Stress Inch NO WB 0.96 Horz(TL) 0.07 9 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:356 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. BOT CHORD 2x6 SP No.1D 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=1870/0-5-8,9=2734/0-5-8 Max Horz 1=95(LC 24) Max Uplift 1=-453(LC 8),9=-736(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2878/747,3-4=-2786/736,4-5=-2409/673,5-6=-3820/1123,6-7=-4390/1251, 7-9=-4411/1242 BOT CHORD 1-12=-585/2394,11-12=-907/3724,10-11=-907/3724,9-10=-993/3658 WEBS 4-12=-265/1101,5-12=-1849/511,5-11=-138/768,5-10=-538/489,6-10=-342/1624, 7-10=-204/297 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 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.Opst;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=453,9=736. 9)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 18-0-14 from the left end to connect truss(es)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)338 lb down and 327 lb up at 20-3-0 on top chord,and 595 lb down and 221 lb up at 20.0-2,and 386 lb down and 141 lb up at 20-5-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ,atiM LGdtraEicahStandard o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.10/03/2015 BEFORE USE. MI valki for use only with Mttek&Connectors.This design is based only upon rxaomoters shown.and is for an Individual ividual bilding component.not a truss system.Before use-the bulldog designer must verity the applicability of design;xrameters and properly incorporate This design into the overall building design. &acing Indicated Is to prevent[cackling of individual truss web cart/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlay rind properly damage. For general guldance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPit Quality Criteria,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety INo.mallon available from truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 .his-- HAW- ;�.1 - :- - -r#+. Job 'Truss I Truss Type Qty Ply ir Jordan Residence PC T9470514 J160471 B03 Hip Girder 1 2 [Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:12 2016 Page 2 ID:vJQUiQCbEtENbi NGjosW_byfk_R-ylyXEy9Z8pTK3OyFz8msDgBZ6yVmXNXnsIG2tsydlMr LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,4-6=-54,6-9=-54,13-17=-20 Concentrated Loads(Ib) Vert:6=-266(F)10=-595(F)23=-1272(F)24=-386(F) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7473 rev.10/032015 BEFORE USE. id Design valid for use only with Milek9 connectors.this design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the bulking ung 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 chard members only. Additional temporary and permanent bracing MITe k' Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance'soaking the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI BuNdng Component 6904 Parke East Blvd. Safety Intormallon available horn Truss Plate Institute,218 N.Lee Street Sutie 312.Alexandria,VA 22314. Tampa.FL 33610 Job i Truss Truss Type Qty Ply Jordan Residence PC , 1 T9470515 J160471 1604 Hip 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:13 2016 Page 1 ID:vJQUIQCbEtENbiNGjosW_bytk_R-QUW WRI9Cv7bBgYXRXsH5lukkvLtHG0ow5P?bPlydlMq 5-4-0 10-4-818-3-0 23-3-8 I 28-4-8 i 5-4-0 i 5-0-8 7-10-8 5-0-8 5-1-0 Scale:1/4"=1' 4x10= 5x5= 4 23 24 25 26 5 til 7.001 ' '' N2 3x5.222 27 3x5 3 6 , 1 d 1% N � 28 rb 3x4 i 21 4x4 i 2 N 7 1 ;›,4. 444. 8 a 11. 12 11 29 10 9 3x8 I I 1.5x4 II 5x5= 3x8= 1.5x4 I I 3x10 II 5.4.0I 10-4-8 18-3-0 { 23-3-8 } 28-4-8 5-4-0 5-0-8 7-10-8 5-0-8 5-1-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[4:0-7-8.0-2-0],[5:0-2-8.0-2-1],[8:0-7-3,Edge],[11:0-2-8,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.11 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.29 10-11 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.09 8 n/a 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 1-7-8 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 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 2x6 SP No.2 2-0-0 (0.131"x3")nails,6in o.c.,wtth 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1050/0-5-8,8=1050/Mechanical Max Horz 1=-120(LC 10) Max Uplift 1.205(LC 12),8=-205(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1538/428,3-4=-1322/416,4-5=-1083/399,5-6=-1290/411,6-8=-1479/415 BOT CHORD 1-12=-313/1297,11-12=-313/1297,10-11=-212/1117,9-10=-292/1209,8-9=-292/1209 WEBS 3-11.282/124,4-11=-33/370,5-10=-26/357 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.Opst h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(])3-0-0 to 10-4-8,Exterior(2)10-4-8 to 22-5-15,Interior(1)22-5-15 to 28-4-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water 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=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=205,8=205. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 t 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1603/2015 BEFORE USE. Design valid for use only with Milekt��connectors.Tits design Is based only upon parameters shown.and Is for an Individual building component not o truss system.Before use.the building designer must verify the applicability of design rxxametors and properly Incorporate this design Into the overall txS bolding design. Bracing Indicated Is to prevent budding of Indlvidual truss web and/or chord members oNy. Additionalarta temporary permanent bracing MiTeV Is always required tor stability and to prevent collgne with possbie personal lnfuy and property damage. For general guidance regrading the 6904 Parke East Blvd.labdcatton,storage.delivery,erection and tracing of trusses and truss systems.seeANSI/WPl I QuaNty Criteria,03849 and SCSI Building Component Safety Informallon available from Truss Plate Institute.218 N.tee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC 19470516 J160471 805 Hip 1 1 Job Reference(optional)__ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:14 2016 Page 1 I D:vJQUiQCbEtENbiNGjosW_byfk_R-ug4lfeAggRj21h6e5ZpK15Gy41CM?QY4K319y1ydIMp 6-1-12 12-0-0 16-7-8 22-5-12 28-4-8 6-1-12 I 5-10-4 4-7-8 { 5-10-4 5-10-12 4x7= Scale=1:48.8 4x4= 4 23 24 5 25 7.00 FIF 26 3x5 i 22 3x5 3 6 Ii \ 1 I 27 3x4 G 214x4-� 2 ` 7 v1 1 ✓ 8 ' Y S. 12 11 10 9 34 I 1.5x4 i 1 5x5= 3x8= 1.5x4 I I 3x10 II I 6-1-12 I 12-0-0 I 16-7-8 l 22-5-12 28-4-8 6-1-12 5-10-4 4-7-8 5-10-4 5-10-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge1,[4:0-5-4,0-2-01,18:0-7-3,Edge1,[11:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.23 9-10 >999 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.35 Horz(TL) 0.10 8 rVa n/a BCDL 10.0 _ Code FBC2014/TPI2007 Matrix-MSH I Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-9 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: 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 2x6 SP No.2 2-0-0 (0.131"x3")nails,6in o.c-,with Sin minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1050/0-5-8,8=1050/Mechanical Max Horz 1=-139(LC 10) Max Uplift 1=-205(LC 12),8=-205(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1543/421,3-4=-1227/398,4-5=-985/387,5-6=-1215/395,6.8=-1493/411 BOT CHORD 1-12=-301/1274,11-12=-301/1274,10-11=-169/987,9-10=-283/1222,8-9=-283/1222 WEBS 3-11=-390/161,4-11=-63/346,5-10=-65/337,6-10=-344/146 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=28ft;eave=4fh 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 12-0-0,Exterior(2)12-0-0 to 20-10-7,Interior(1)20-10-7 to 28.4-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(It=lb) 1=205,8=205. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 I 0 WARNING-Verify dplgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1603/2015 BEFORE USE. la Design valid for use only with Malek®connectors.this design is txrsed only upon parameters shown-and is for an individual bolding component,not a truss system.Before use,the building designer must verify the app1k:ablity of design parameters and properly incorporate this design Into the overall building design. @acing indicated Is to prevent budding of indMdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek• • Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general gridax:e regarding the a, fabrication.storage.delivery-erection and bracing of trusses and tnrss systems.seeANSI/TPI1 Quality Crtteda,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 I Truss Type Qty Ply Jordan Residence PC T9470517 J160471 BO5A Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:14 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_.bylk_R-ug4ifeAggRj2lh6e5ZpK15GyZIDi?S_4K319ylydiMp 7-1-12 14-0-0 14-78 21-5-12 28-4-8 i 7-1-12 6-10-4 0.7-4 6-10-4 6-10-12 4x4= 4x4= Scale.1:57.0 4 5 T 7.00 rri 2 22 3 3x5 i 3x5 Q 3 6 m Ir....p / ao 3x4 i2 21 24 4x4�� 7 12 1110 9 3x8 11 1.5x4 II 5x5= 1.5x4 11 3x10 3x4= 7-1-12 14-0-0 14-7: 21-5.12l 28-4-8 7-1-12 6-10-4 0-7- 6-10-4 6-10-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge1,f8:0-7-3,Edgef,[11:0-2-8,0-3-01___._ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.09 9-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.26 9-10 >999 180 BCLL 0.0 ' Rep Stress Ind YES j WB 0.19 Horz(TL) 0.10 8 rs/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-11,6-10 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 2x6 SP No.2 2-0-0 (0.131"x3°)nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1050/0-5-8,8=1050/Mechanical Max Horz 1=-162(LC 10) Max Uplift 1=-205(LC 12),8=205(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1529/393,3-4=-1123/358,4-5=-891/353,5-6=-1114/356,6-8=-1489/385 BOT CHORD 1-12=-264/1257,11-12=-264/1257,10-11=-98/884,9-10=-249/1216,8-9=-249/1216 WEBS 3-12=0/257,3-11=-486/200,4-11.116/374,5-10=-107/367,6-10=-447/189 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=25f1;B=45ft;L=28ft;eave=4th Cat. II;Exp 8;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-010 14-0-0,Exterior(2)14-0-0 to 14-7-8,Interior(1)18-10.7 to 28.4.8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water 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 tail by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 1=205,8=205. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 N 0 WARNWG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/0312015 BEFORE USE. mg Design valid for use only with MllekV connectors.this design Is Lased only upon parameters shown.and Is for an individual building component.not o truss system.Before use.the hUldng dosIgner 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' B always required for stability and to prevent collapse with possible personal injury and property damage. For general guldaice wading ing the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSUIPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avolkubie from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply f Jordan Residence PC T9470518 J160471 B06 Common 3 1 1 [Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:15 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk.R-NtegszBSRkrvwrhgfGKZgJp6e9V7ktODYiUiUBydlMo I 7-3-10 14-3-12 I 21-3-14 i 28-4-8 7-3-10 7-0-2 7-0-2 7-0-10 5x5= Scale=1:55.4 4 rf0 leir.i9a\tpipp207.00 12x41.5x4// 35 di 3x4 i 21 18 4x4 7 2 6 1 S 1" ,, u ; a 9 22 23 8 6x6= 3x4= 3x10 I 3x8 II 9-6-11 18-9-13 28-4-8 9-6-11 I 9-3-3 I 9-6-11 Plate Offsets(X,Y)-- 11:0-3-8,Edge],(7:0-7-3,Edge],19:0.3-0,0.3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.41 8-9 >831 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.65 8-9 >525 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.27 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1050/0-5-8,7=1050/Mechanical Max Horz 1=-165(LC 10) Max Uplift 1=-205(LC 12),7=-205(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1513/388,3-4=-1380/432,4-5=-1333/418,5-7=-1477/383 BOT CHORD 1-9=-252/1337,8-9=-87/891,7.8.244/1207 WEBS 3-9=342/210,4-9=-152/640,4-8=-133/586,5-8=-318/201 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;6=45ft;L=28ft;eave=4lt;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 14-3-12,Exterior(2)14-3-12 to 17-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Ops1. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=205,7=205. • A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE MII-7473 rev.101034015 BEFORE USE 11111 Design valid for use only with Milekfo connectors.This design Is based only utxxn parameters shown.and Is for an Individual balding component.not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly Incorporate this design Into the overall 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 re:diked to stability and to prevent coilapse with possible personal Intuy and property damage. her general gidarce regarding the labricatkrn.storage,delivery,erectkxn and bracing of trusses and truss systems,sonANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate institute,218 N.tee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 ;Job Truss Truss Type Qty Ply Jordan Residence PC I , f T9470519 IJ160471 807 I HIP GIRDER 1 L i _ _ ___ 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:17 2016 Page 1 ID:vJQUIQCbEtENbiNGjosW_byfk_R-JFmOHtCizM5d99gDmhM1 wkubJzDTCnxW OOzpY4ydlMm 3-11-3 I 7-6-13 11-2-8 15-5-8 19-8.8 1 23.4.3 i 26-11-13 I 30-11-0 I 3-11-3 3-7-11 ` 3-7-11 4-3-0 4-3-0 3-7-11 3-7-11 3-11-3 Scale=1:52.3 4x4= 3x4= 4x4= 5 26 6 27 7 -- 0 7.00[12 3x5 G 3x5 4 8 I 1 u- 3x5 i I 3x5 'n h m 14 3 9 A S, 3x4 3x42* *liioN i 10 1 k. 11 �,� n u ►► 11 is 1 17 16 15 28 29 14 13 12 4x10= 3x6 it 5x5= 8x8= 4x10= 5x5= 3x8 H 4x10 iI HGUS28-2 3-11-3 1 7-6-13 1 11-2-8 19-8-8 1 23.4.3 i 26-11-13 30-11-0 3-11-3 3-7-11 3-7-11 8-6-0 3-7.11 3-7-11 3.11-3 Plate Offsets(X,Y)-- [1:Edge,0.2.4],111:0.6-10,0-0-41,[15:0-4-0,0-6-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.05 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.11 13-14 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.31 Horz(TL) 0.02 11 n/a • n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MSH Weight:486 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD 2x8 SP No.1 D 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 2-2-15 REACTIONS. (lb/size) 1=1361/0-5-8,11=4152/0-5-8 Max Horz 1=-129(LC 6) Max Uplift 1=-275(LC 8),11=-925(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1925/411,3-4=-1996/452,4-5=-1832/446,5-6=-1546/409,6-7=-1833/476, 7-8=-2159/523,8-9=-2864/654,9-11=-4501/1007 BOT CHORD 1-17=-309/1623,16-17=-309/1623,15-16=-293/1698,14-15=-286/1765,13-14=-467/2447, 12-13=-830/3860,11-12=-830/3860 WEBS 4-15=-273/127,5-15=-150/710,6-15=-523/135,7-14=-189/875,8-14=-1020/290, 8-13=-208/939,9-13.1764/469,9-12=-480/1732 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=31ft eave=4lt;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 1=275,11=925. 9)Use Simpson Strong-Tie HGUS28-2(36-10d Girder,12-10d Truss)or equivalent at 28-6-0 from the left end to connect truss(es)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on Daae 2 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/0312015 BEFORE USE. mi Design valid for use only with Milol e)connectors.this design Is based only upon parameters shown,and is for an hdlvldual building component not a truss system.Before use.the building designer must verify the applIcablity of design I xxaneters and properly Incorporate this design Into 1h, ,,.,.i,ill building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and per i o t y.r it a MiTek' is always requked for stability and to prevent collapse with Wssille personal Injury and property damage. For general guidance regarding the tabricalbn,storage.delivery.erection and tracing of tosses and hum systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon available horn buss Plate Institute.218 N.Lee Sheet,Suite 312 Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC 19470519 J160471 807 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:17 2016 Page 2 ID:vJOUIQCbEtENbiNGjosW_bylk_R-J FmQHfCizM5d99gDmhM 1 wkubJzDTCnxW oozpY4ydlMm • LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,5-7_54,7-11=-54,18-22=-20 Concentrated Loads(Ib) Vert:30=-3259(F) t � 0 WARNING-Verily design pramsters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE MJ-7473 MK I00312015 BEFORE USE. Design valid for use only with Milek€connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bolding designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulking design. Bracing indicated is to prevent buckling of ksdtvldual truss web and/or chord members only.Additional temporary and permanent bracing M ek• l Is always required for stability and to prevent collapse with possible personal iniray and property damage. for general guidance regarding the tabrtcatbn,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Qualify Criteria.DS8-$9 and SCSI Building Component 6904 Parke East Bbd. Safety Information avalable from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 — Job Truss Truss Type `Qty Ply Jordan Residence PC T9470520 J160471 808 Hip i1 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:18 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk_R-nSJpV?DKMDUnJPPKPtGSxRtKMarxBSIFgjM5WydIMI 6-9-0 13-2-8 17.8.8I 24-2-0 30-11-0 6-9-0 6-5-8 4-6-0 6-5-8 6-9-0 4x7= Scale=1:53.1 4x4= 4 • 5 LI • 7.00 112 n 23 3x5* 3x5. 3 6 i 444IINN. 3x4 i 21 24 2 \' .7 73x4 8 4 to 12 11 TA 25 10 9 3x8 II 1.5x4 II 5x5= 3x8= 1.5x4 I! 3x8 Ii 6-9-0 13.2.8I 17-8-8 I 24-2-0 l 30-11-0 I 6-9-0 6-5-8 4-6-0 6-5-8 6-9-0 Plate Offsets(X,Y)-- 11:0-3-8,Edge],[4:0-5-4,0-2-0],(8:0-5-7,Edge],[11:0-2-8,0-3-0] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.09 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.26 9-10 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.48 Horz(TL) 0.10 8 ria 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 3-5-13 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=-155(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=-1702/459,3-4=-1337/431,4-5=-1075/420,5-6=-1332/430,6-8=-1702/459 BOT CHORD 1-12=-324/1412,11-12=-324/1412,10-11=-175/1073,9-10=-319/1405,8-9=-319/1405 WEBS 3-11=-443/180,4-11=-72/399,5-10=-81/378,6-10=-446/180 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=31ft;eave=417 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 13-2-8,Exterior(2)13-2-8 to 17-8-8,Interior(1)22-0-15 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=223,8=223. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verify design peram.t rs and READ NOTES ON MIS AND INCLUDED MITER REFERANCE PAGE 415.7473 rev.1093=015 BEFORE USE 11111 Design valid for use only with Wake connectors.this design Is based only upon perameters shown,and Is for an individual briding component,not a truss system.Before use.the building designer crust verify the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI I Guilty Cdtaria,DS11-89 and SCSI Guiding Component Safely information avalable from Truss Plate Insllute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 . ,- - r-- _sem-_. -.. ... :. Job Truss Truss Type Qty Ply Jordan Residence PC T94705211 J160471 B09 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:19 2016 Page 1 ID:vJQUiOCbEtENbiNGjosW_bytk_.R-FetBiLEyVzLLPT_bu6OV?9_oSmvcghgpTKSvdyydtMk I 7-9-0 I 15-5-8 } 23-2-0 I 30-11-0 7-9-0 7-8-8 7-8-8 7-9-0 4x4= Scale=1:59.4 4 7.00 12 20 `21 3x5 i 3x5 3 5 3x4�: 19227 Ii l a Ill / e Io 10 9 8 3x8 II 1.5x4 i t 5x8_ 1.5x4 II 3x8 II I 7-9-0 I 15-5-8 I 23-2-0 ( 30.11.0 7-9-0 7-8-8 7-8-8 7-9-0 Plate Offsets(X,Y)-- 11:0.3.8,Edge],17:0-5-7,Edge),f9:0-4-0,0-3-01 ___ LOADING(psf) , SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.09 8-9 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.28 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:159 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-9,5-9 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=1144/0-5-8,7=1144/0-5.8 Max Horz 1=-179(LC 10) Max Uplift 1=-223(LC 12),7.223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1687/425,3-4=-1225/381,4-5=-1225/381,5-7=-1687/425 BOT CHORD 1-10=-280/1388,9-10=-280/1388,8-9=-275/1388,7-8.275/1388 WEBS 3-10=0/285,3-9=-536/218,5-9=-536/218,5-8=0/285,4-9=-185/740 NOTES- 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=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 15-5-8,Exterior(2)15-5-8 to 19-9-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=223,7=223. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII.7473 rev.101032015 BEFORE USE. I I Design vaikd for use only with Mllek9 connectors.Ills design Is based only upon parameters shown,and Is for an htllvId al bulging component,not 11111 a buss system.Debre use.the txildng designer must vedy the oppllcaWiry of design parameters aril properly incorporate ttrB design Into the overdl txilcksg design. l9acilg indk;ated Is to prevent bucklhg of Irxilvkluai truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always reguked for stability and to prevent collapse wtih possible personal hinny and property darnage. For general guidance nce segs rdirs{1 tine i Ia brlcatkxr.storage.delivery.erection and bracing of trusses and truss systems.SeeANSI/IPI1 Quality Cdterla,DSB-89 and SCSI Building Component 6904 Parke East Bbd. 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 Jordan Residence PC T9470522 J160471 B10 Common 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:20 2016 Page 1 ID:VJQUiQCbEtENbiNGjosW_byfk_R-jgRZvhFbGHTCOcZoRgvkXMW zoAFI P8Iyi_CT9OydIMj 7.10.8I 15.5.8 I 23-0-8 30-11-0 7-10-8 7-7-0 7-7-0 7-10-8 4x4= Scale=1:60.4 4 • .r 20 21 7.00 12 3x5 i 3r 35 \ / 3x4-i 19 22 2 3x4N. 6 7 23 10 9 8 24 3x8 H 1.5x4 I 5x8= 1.5x4 l 3x8 II I 7-10-8 l 15-5-8 i 23-0-8 I 30-11-0 7-10-8 7-7-0 7-7-0 7-10-8 Plate Offsets(X,Y)-- 11:0.3-8,Edge],17:0-5-7,Edge],F9:0-4-0,0.3-01 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.09 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.27 8-9 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.30 Horz(TL) 0.09 7 ri/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 WEBS T-Brace: 2x4 SP No.2-5-9,3-9 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,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1144/0-5-8,7=1144/0-5-8 Max Horz 1=180(LC 11) Max Uplift 1=-223(LC 12),7=-223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1683/417,3-4=-1219/374,4-5=-1219/374,5-7=-1683/417 BOT CHORD 1-10=-266/1434,9-10=-266/1434,8-9=-266/1383,7-8=-266/1383 WEBS 4-9=-192/758,5-9=-588/216,5-8=0/287,3-9=-588/216,3-10=0/287 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=31st;eave=4lt;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 15-5-8,Exterior(2)15-5-8 to 18-6-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=223,7=223. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. , i V WARNING-VoNy dasrgn paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 nv.10/03/2015 BEFORE USE only valid for use nly with Mitek*.connectors.This design is based only upon parameters shown,and Is tar an Individual buildingcomponent.not • a truss system.Before use-the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall briefing design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• I Is always required for stability and to prevent collapse with possible personal Iniury and property damage. For general gridarce regading the Lfabrication,storage,delivery,erection and bracing a1 trusses and truss Systems,seeANSI/TPII Quality Criteria,DSS-89 and SCSI Sullding Component 6904 Parke East Blvd. Solely Information avalkt le from Trac Plate Institute.218 N.Lee Street,Smite 312./4exarxirla VA 22314. Tampa.FL 33610 Job `Truss Truss Type 'Qty !Ply Jordan Residence PC T9470523 J160471 1B11 Hip 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:21 2016 Page 1 I D:vJQUiQCbEtENbiNGjosW_byfk_R-B0?x71 GD1 ab3em8_?XRz4a3AKaca8XJ6xexoirydlMi 6-11-8 13-7-8 17-3-8 23-11-8 30-11-0 6-11-8 I 6-8-0 3-8-0 i 6-8-0 6-11-8 i 4x7= Scale=1:54.1 4x4= 4 5 I�, 7.0012 \ 1 23 3x5 i 3x5 3 �\ 6 e 3x4 21 24 2 /...< 3x4 ' 7 INI4% ' 1 ✓ 3 8 1 o �i Ig 12 11 10 9 3x8 II 1.5x4 II 5x5= 3x8= 1.5x4 I 3x8 II 6-11-8 13-7-8 17-3-8 23-11-8 30.11.0 6-11-8 I 6-8-0 3-8-0 I 6-8-0 6-11-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge],14:0-5-4,0-2-0],f8:0-5-7,Edge],[11:0-2-8,0-3-01 [ LOADING (psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.09 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.27 11-12 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.54 Horz(TL) 0.10 8 rI/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-8 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=159(LC 11) Max Uplift 1=-223(LC 12),8=-223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1700/453,3-4=-1314/422,4-5=-1051/412,5-6=-1309/421,6-8=-1700/453 BOT CHORD 1-12=-316/1403,11-12=-316/1403,10-11=-160/1049,9-10=-311/1403,8-9=-311/1403 WEBS 3-12=0/254,3-11=-465/188,4-11=-79/370,5-10=-89/373,6-10=-467/189,6-9=0/255 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=4.2psh BCDL=3.0psf;h=25ft;B=45ft;L=31ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 13-7-8,Exterior(2)13-7-8 to 17-3-8,Interior(1)21-7-15 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 100 lb uplift at joint(s)except(jt=lb) 1=223,8=223. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 / 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED/AREA REFERANCE PAGE API-7473 rev.1003/2015 BEFORE USE. IIN Design valid for use only with Mllela9 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 appltcalbiity of design parameters and properly Incerr ox!rte 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 labrk:atkrn,storage.delivery.erection and bracing of teases and truss systems.seeANS1/711 Quality Creeds,DSB-89 and SCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Hexon drkr.VA 22314. Tampa,FL 33610 s, Job Truss Truss Type I Qty Ply Jordan Residence PC 794705241 J160471 B12 Hip I1 1 Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:67:22 2016 Page 1 I D:vJQUiQC bEtE N bi NGjos W_byfk_R-f DZJKNGroujwGwJAZFyCcnbGD_yet2QF91haEHydlMh 5-11-8 11-7-8 19-3-8 24-11-8 30-11-0 5-11-8 5-8-0 7-8-0 5-8-0 • 5-11-8 i Scale=1:52.6 4x10- 5x5= 4 23 24 25 26 5 7.00 112 3x5* 22 27 3x5 3 6 INN cb I n 3x4 i 21 28 2 !x4 1 \ 8 as i e a 1° r; 12 11 29 10 9 3x8 i t 1.5x4 I 5x5= 3x8= 1.5x4 II 3x8 II 5-11-8 11-7-8 19-3-8 24.11.8I 30-11-0 i 5-11-8 5-8-0 7-8-0 5-8-0 5-11-8 Plate Offsets(X,Y)-- 11:0.3-8,Edge),[4:0-7-8,0-2-0),[5:0-2-8,0.2.1),18:0-5-7,Edgel,[11:0-2-8,0-3-01 — --T— LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.13 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.31 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.10 8 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 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. (ib/size) 1=1144/0-5-8,8=1144/0-5-8 Max Horz 1=-136(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=-1701/466,3-4=-1429/449,4-5=-1174/433,5-6=-1424/447,6-8=-1701/466 BOT CHORD 1-12=-335/1436,11-12=-335/1436,10-11=-216/1201,9-10=-331/1406,8-9=-331/1406 WEBS 3.11=-344/146,4-11=-44/410,5-10=-45/399,6-10=-347/146 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=31ft;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 11-7-8,Exterior(2)11-7-8 to 23-7-15,Interior(1)23-7-15 to 30-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) 1=223,8=223. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/732015 BEFORE USE ill Design valid for use only with MI1ekn connectors.his design is based only six,n 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 buldng 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 outdone regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANS1/IP1l Quilty Crttedo,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Web/information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply Jordan Residence PC T9470525 J160471 IB13 Hip 1 1 i L i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:23 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk_R-8P7iYi HTZCrnt41M7yTR9?8YONOMcXsOOyQ7mjydlMg 5-1-12 10.0-015-5-8 20-11-0 25-9-4 30.11.0 I I 5-1-12 4-10-4 5-5-8 1 5-5-8 4-10-4 5-1-12 Scale=1:53.9 4x4= 3x8- 4x4= 4 17 18 5 19 20 6 r-, 7.00 r12x4 4i 21 4x4 16 7 :. i _ , 3 r 3x4 i 15 3x4 2 8 9 `1 1 eit a) Ig I 3x6 II 14 13 12 11 10 3x6 1. 1.5x4 I 3x8= 5x5- 3x8= 1.5x4 1 t 5-1-12 10.0.0 15-5-8 20-11-0 25-9-4 30-11-0 I 5-1-12 I 4-10-4 I 5-5-8 I 5-5-8 I 4-10-4 5-1-12 Plate Offsets(X,Y)-- (9:Edge,0-3-10),112:0-2-8,0-3-01 — — 1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) ri/a - n/a 999 BCLL 0.0 ' i Rep Stress Ind YES WB 0.15 Horz(TL) 0.01 9 ria n/a BCDL 10.0 Code FBC2014/TPI2007 i Matrix-SH Weight:181 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 WEBS T-Brace: 1x4 SPF Stud-5-13,5-11 SLIDER Left 2x4 SP No.2 2-4-12,Right 2x4 SP No.2 2-4-12 Fasten(1X) T and I braces to narrow edge of web with 8d (0.113'x2.5")nails,61n o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. All bearings 30-11-0. (ib)- Max Horz 1=126(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,9,12,14,10 except 13=-122(LC 12),11=-122(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 1=273(LC 1),9=273(LC 1),13=455(LC 1),12=320(LC 1), 11=455(LC 1),14=256(LC 1),10=256(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-271/152,7-9=-271/152 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=311t;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 10-0-0,Exterior(2)10-0-0 to 25-3-7,Interior(1)25-3-7 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)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,12,14,10 except(jt=lb)13=122,11=122. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING•VerNy design pararrwten and READ NOTES ON THIS AND INCLUDED AQlEK REFERANCE PAGE MQ-7473 rev.10/03.2016 BEFORE USE. id. Design valid for use only with Ml1eku connectors.This design Is based only upon parameters shown,and Is for as Individual building component,not a truss system.Before use,the landing designer must verify the applicability of design paranseters and property Incorporate this design Into the overall raiding 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 tr trzy and properly dcanage. for general guidance regarding the fabrtcatlon.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPt I Quality Criteria,OSB-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 Jordan Residence PC T9470526 J160471 B14 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:24 2016 Page 1 ID:vJQUiQCbEtE NbiNGjosW_bylk_R-cbh41215KV_eV EtZgt_giChd_ncRLz3YdcAglAydlMf 8.0.0 15-5.8l 22-11-0 30-11-0 8-0-0 7.5.8 7.5.8 8-0-0 Scale=1:52.6 4x7= 1.5x4 II 4x7- 3 21 4 22 5 7.00rill' • $ ' • 23 '93x4 i 191220 !1II 24 3x4\ � 2 6 1 Id I 2510 9 6 26 3x8 11 1.5x4 II 5x8= 1.5x4 II 3x8 II 8-0-0 15-5-8 22-11-0 30-11-0 1 8-0-0 7-5-8 i 7-5-8 I 8-0.0 Plate Offsets(X,Y)-- [1:0-3-8,Edge1,[3:0-5-4,0-2-41,[5:0-5-4,0-2-41,[7:0-5-7,Edge],[9:0-4.0,0.3-01 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.29 8-9 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.22 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1144/0-3-8,7=1144/0-3-8 Max Horz 1=-94(LC 10) Max Uplift 1=-223(LC 12),7=-223(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1659/471,3-4=-1786/569,4-5=-1786/569,5-7=-1659/471 BOT CHORD 1-10=-305/1350,9-10=-304/1356,8-9.302/1354,7.8=-303/1350 WEBS 3-10=0/296,3-9=-138/631,4-9=-468/209,5-9=-138/631,5-8=0/296 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=45fh L=31ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-2,Interior(1)3-1-2 to 8-0-0,Exterior(2)8-0-0 to 27-3-7,Interior(1)27-3-7 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 100 lb uplift at joint(s)except(jt=1b) 1=223,7=223. ma_ 0 WARNING-Verify design param.ters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design wild tor use only with MITekr.'connectors.Tris design is based only upon parameters shown,and is for an i ndldual building component,notMill- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporole Ids design Into the overall building design. Placing indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required to stability and to prevent collapse with possble personal Inlay and property damage. For general guldalce regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Soley Information avalabfe from Truss Plate Institute.218 N.Lee Street-Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I Jordan Residence PC T9470527 J160471 B15 Hip Girder 1 n L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:27 2016 Page 1 ID:vJQUiOCbEtENbi NGjosW_bytk_R-OAMCO4K_cQMCMhb8MoXNJrJ64?d4YJF_JaOLvUydlMc 6-0-0 12-4-4 18-6-12 24-11-0 30-11-0 i l 6-0-0 i 6.4-4 I 6-2-8 6-4-4 6-0-0 Scale=1:52.8 Special NAILED NAILED Special 4x7= NAILED NAILED NAILED 1.5x4 'l NAILED NAILED 3x4 NAILED NAILED 4x7- 7.00 12 3 21 22 4 2324 25 5 26 27 6 j� IB =.IIf _i11 nn f I 3x4 i 2 x4 J I �� 1 r ` 1 8 61 �" nn n� Lin run nn nn nn ® lot 12 28 29 30 11 3132 33 10 34 35 936 1.5x4 NAILED NAILED 5x8- NAILED NAILED 3x4— NAILED NAILED 1.5x4 II 4x10 H 4x10 I NAILED Special NAILED NAILED Special Special Special I 6-0-0 I 12-4-4 I 18-6-12 I 24-11-0 30-11-0 { 6-0-0 6-4-4 6-2-8 6-4-4 6-0-0 Plate Offsets(X,Y)-- [1:0-3-8 EEdg_eL[3:0-5-4,0-2-01,[6:0-5-4,0-2-01,[8:0-5-7,Edgel,[11:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.17 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.41 10-11 >911 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:309 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D`Except' TOP CHORD Structural wood sheathing directly applied. 3-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. BOT CHORD 2x4 SP No.1 D 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=2516/0-3-8,8=2508/0-3-8 Max Horz 1=70(LC 24) Max Uplift 1=-829(LC 8),8=-826(LC 8) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-4076/1398,3-4=-5136/1794,4-5=-5136/1794,5-6=-5112/1783,6-8=-4063/1393 BOT CHORD 1-12=-1128/3410,11-12=-1131/3430,10-11=-1686/5112,9-10=-1118/3420, 8-9=-1115/3400 WEBS 3-12=-93/643,3-11=-690/2056,4-11=-734/374,5-10=-730/358,6-10=-683/2041, 6-9=-93/645 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 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=4.2psh BCDL=3.Opsf;h=25ft;B=451t;L=31ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 toads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=829,8=826. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)262 lb down and 283 lb up at 6-0-0,and 262 lb down and 283 lb up at 24-11-0 on top chord,and 241 lb down and 102 lb up at 5-9-14,301 lb down and 125 lb up at 6-2-2,and 301 lb down and 125 lb up at 24-8-2,and 241 lb down and 102 lb up at 25-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ctOAbl lEElahiSta ndard Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design walk/for use only with Milek'connectors.fits design Is based only upon parameters shown,and Is for an indivkkxil building component.not a truss system.Before use,the building designer must verify the applicability of design rxrarmeters and properly krcorporale this design Into the overall bolding design. Bracing Indicated is to prevent buckling of IndNidu l truss web and/or chord members only. Additional temporary and permanent tracing MiTek Is always required for stability and to prevent collapse with possible sible persond Injury and property damage. For general gukknce regcxdng the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1'PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalktrle Born Truss Plate Institute,218 N.Lee Street,Sidle 312,Alexandria,VA 22314. Tampa,FL 33610 il Job Truss Truss Type i Qty Ply Jordan Residence PC T9470527 iJ160471 B15 Hip Girder 11 2,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:27 2016 Page 2 ID:vJQUiQCbEtENbiNGjosW_bytk_R-0AMCO4K_cQMCMhb8MoXNJrJ64?d4YJF_JaOLVUydlMc LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-54,3-6=-54,6-8=-54,13-17=-20 Concentrated Loads(lb) Vert:3=-170(B)6=-170(B)12=-301(B)11=-56(B)4=90(B)5=-90(B)10=-56(8)9=-301(B)21=-90(B)22=-90(B)23=-90(B)24=-90(B)25=-90(B)26=-90(B) 27=-90(B)28=-241(B)29=-56(B)30=-56(B)31=-56(B)32=-56(B)33=-56(B)34=-56(B)35=-56(B)36=241(B) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI47473 rev.10/03(2015 BEFORE USE. Ili Design valid for use only with MITekD connectors.this design is based only upon parameters shown,and is for an kxSivi unl bolding component,not a truss system.Before use,the bulk Mg designer must verify the applicablity of design parameters and properly incorporate this design Into the overall building design. Placing Indicated is to prevent buckling of IndMdtal truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse wtth possible personal Injury and property damage. Fa general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and 111.126 systems,seeANSI/TPt t Quality Criteria,D58-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdkble from Truss Plate Institute.218 N.Lee Street,Satte 312.Nexandrla VA 22314. Tampa.FL 33610 Job 1Truss Truss Type Qty I Ply Jordan Residence PC 1 T9470528 �f J160471 1C01 Monopitch Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:27 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bytk_R-OAMCO4K_cOMCMhb8MoXNJrJl2?iDYl6_JaOLvUydIMc 4-2-4 8-4-8 4-2-4 { 4-2-4 1.5x4 I I Scale=1:35.4 4 7.00 12 5x5 3 3x4 2 1 di, • di um a. Ill 1=1E011 111111/2 6 12 HTU26 HTU26 5 3x6 I 2x4 II 555= HTU26 HTU26 4-2-4 8-4-8 4-2-4 4-2-4 Plate Offsets(X,Y)-- (1:0-2-8,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.33 Horz(TL) 0.01 5 n/a IVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:110 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1884/0-5-8,5=1292/Mechanical Max Horz 1=176(LC 7) Max Uplift 1=-378(LC 8),5=-292(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=1467/309 BOT CHORD 1-6=-309/1236,5-6=-323/1307 WEBS 3-5=-1565/378,3-6=-265/1396 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=378,5=292. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-2-8 oc max. starting at 0-2-12 from the left end to 6-5-4 to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Continued on naae 2 V WARNING-Wordy design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MIP7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mitel dv connectors.this design Is based only upon parameters shown,and Is for do Individual holding 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 possbie personal Injury and properly damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPtl Quality Criteria,0S8-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlobte from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC • 19470528 J160471 CO1 Monopitch Girder i 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:28 2016 Page 2 ID:vJQUiQCbEtENbiNGjosW_byfk_R-UNwbbQLcNkU3_rAKvV3cs2rToO2SHIL8YE8uRxydlMb LOAD CASE(S) Standard Concentrated Loads(Ib) • Vert:6=-644(B)7=-652(B)11=-644(B)12=-644(B) • 0 WARNING-Verify duMgn parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE lot Design valid for use only with Mitelr w 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 brldhg design. Bracing indicated Is to prevent buckllrg of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse wilts possible personal Way and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,seeANSI/IPI I QuaNy Cdteia,DSB-69 and SCSI Building Component 6904 Parke East Btvd. Safety Information avclable horn truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty Ply Jordan Residence PC T9470529 J160471 �CO2 Half Hip Girder 1 2,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:29 2016 Page 1 I D:vJOUIQCbEtE Nbi NGjosW_bylk_R-yZUzomME82cwb?I W TDarPGOZIoIK07EHmutR_NydtMa 2-3-8 6-9-0 11-2-8 I 2-3-8 4-5-8 t 4-5-8 Scale=1:18.6 NAILED NAILED Special NAILED 1.5x4 II NAILED 3x8= 4x7= 7.00 FIT 3 13 4 14 15 5 3x4 G a I t - 1 r n o 1 2 — 0 1 c' ige0 III _ fl 1 n H R 1 I Fl fl el 16 17 18 19 _ 20 21 22 23 2x4 l NAILED NAILED8x8 HTU26 NAILED HTU26 NAILED NAILED HTU26 HTU26 5x5 II 5x5= Special HTU26 HTU26 2-3-8 6.9.0I 11-2-8 2-3-8 4-5-8 4-5-8 Plate Offsets(X,Y)-- 11:Edge,0_2_121,13:0-5-4,0.2.01,f6:Edge,0-3-81,17:0-1-8,0-4-41 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL- in (roc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.17 7-8 >783 180 BCLL 0.0 ' I Rep Stress Incr NO WB 0.67 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:131 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-10-14 REACTIONS. (lb/size) 1=3912/0-5-8,6=3167/Mechanical Max Horz 1=56(LC 7) Max Uplift 1=-859(LC 4),6=-732(LC 5) Max Gray 1=3912(LC 1),6=3170(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-4325/995,3.4=-5749/1313,4-5=-5749/1313,5-6=-2403/583 BOT CHORD 1-8=-839/3526,7-8=-863/3651 WEBS 3-8=-300/1520,3-7=-505/2256,5-7=-1350/5950 NOTES- 1)2-ply truss to be connected together with 10d(0.1315x3')nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-11-0 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;Vuit=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=1b) 1=859,6=732. 10)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 0-7-4 from the left end to 9-4-12 to connect truss(es)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)'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. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)108 lb down and 158 lb up at 2-3-8 on top chord,and 40 lb down and 22 lb up at 2-5-10 on bottom chord. The design/selection of such connection device(s)is (\` the�� responsibility{ of others. iikki .ii`J�d11Udru , A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. ml. Design valid for use only with MIIek':connectors.this design is based only upon parameters shown,and Is for en Individual holding conpone nt.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall ' IxAding 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 sktillity 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/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC T9470529' J160471 CO2 Half Hip Girder '1 I 2 Job Reference(optional) 1 Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:29 2016 Page 2 ID:vJQUiQCbEtENbiNGjosW_bylk_R-yZUzomME82cwb?IWTDarPGOZIof K07EHmutR_NydlMa LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1.3=-54,3-5=-54,6-9=-20 Concentrated Loads(Ib) Vert:3=-9(F)8=-18(F)4=4(F)7=-6(F)11=-1036(B)13=-4(F)14=-4(F)15=-15(F)16=-1038(F=-8,B=-1030)17=-1030(B)18=-6(F)19=-1030(B)20=-1030(B) 21=-6(F)22=-1030(B)23=-11(F) id.A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10ro3rz015 BEFORE USE Design valid for use only with MIk:kr9 connectors.This design Is based only upon parameters shown,and Is for can krilvkA nal 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 Indtvtdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possble personal I>Wy and property damage. For general ctukkince regarding the fabrication.storage.delivery,erection end bracing of trusses and turns systems.seeANSUWPlt Quality Criteria,D5B-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Spite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC T9470530 J160471 J01 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:45 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk_R-UeS09EYGNydfWSzbPasb2e2FuFo1 mOUeSNIIVSydIMK 5.7.8 11-3-0 5-7-8 { 5-7-8 -a .=ia9.1 I NAILED 2.83 Fil 15 NAILED 3x4 3 .0110 y NAILED 1106 m 'r 3x4% 14 cc rb 2 •r 0-- 1 rn 18 , 17 6 5 NAILED 1.5x4 I I NAILED 3x4= NAILED 3x6 I I 0-�6 5-7-8 11-3-0 1 046 5-7-2 5-7-8 Plate Offsets(X,Y)-- 11:0-2-4p-2-81 _ _ __ LOADING (psf) SPACING- 2-0-0 l CSI. DEFL, in (lac) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.20 6-7 >683 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=482/0-7-0,4=162/Mechanical,5=348/Mechanical Max Horz 1=87(LC 4) Max Uplift 1=-102(LC 4),4=-70(LC 4),5=-57(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-928/180 BOT CHORD 1-7=-235/880,6-7=-235/880 WEBS 3-7=0/278,3-6=-927/247 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psI;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 100 lb uplift at joint(s)4,5 except(jt=lb) 1=102. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(p11) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:7=-21(F)3=-20(F)15=-69(F)16=-7(F)17=-47(F) • a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with Mllek/S connectors.this design is bused only upon parameters shown,and is for an iidivkival holding component,not a truss system.Before use.the building designer must verify the applicab>Ility of design parameters and properly Incorporate this design into the overall bolding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always requked for stability and to prevent collapse with possible personal InAry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Soley Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 I'1 !Job Truss Truss Type Qty Ply Jordan Residence PC ! ' T9470531 ;J160471 J02 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:46 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk_R-ygOONaZu8G1 W 8cYnzHNgbrbQwf8RVsMnh1 Vr4uydlMJ 5-6-0 11-0-0 5-6-0 5-6-0 1 4-.1_._ :18.8 NAILED 2.83 Fri. 15 NAILED 3x4 3 NAILED it a ch 3x4 14 2 ry 1 011. H 11 1116 15AILED A6 5 NAILED 1.5x4 II NAILED 3x4= 3x6 11 o-Q-6 5-6-0 11-0-0 046 5-5.10 I 5.6.0 Plate Offsets(X,Y)-- 11:0-2-4.0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.18 6-7 >721 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH _ - Weight:46 Ib 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 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=470/0-7-0,4=162/Mechanical,5=341/Mechanical Max Horz 1=85(LC 17) Max Uplift 1=-99(LC 4),4=-69(LC 4),5=-55(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-896/175 BOT CHORD 1-7=-228/850,6.7=-228/850 WEBS 3-7=0/270,3-6=-896/240 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.1485(3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1.4=-54,5-8=-20 Concentrated Loads(Ib) Vert:7=-21(B)3=-20(B)15=-69(B)16=-7(B)17=-47(B) t a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE Mff-7473 rev.10/032016 BEFORE USE. ra• Design valid for use only with Milokl9 connectors.this design is trued 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 property incorporate ink design Into the overall balding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent coikupse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems,seeANSI/TPt1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke Eaei Blvd. Safely Information avaiabte from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC 7 T9470532 1J160471 J03 Corner Jack 4 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:46 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bylk_R-ygOONaZu8GIW8cYnzHNgbrbaYflFVzxnhl Vr4uydlMJ 2-0-0 i 2-0-0 4.00 12 Scale=1:9.8 3 3x4 li ( 2 1 v Y. d I III IM=1111111111111 k7a 4 3x6 11 I 2-0-0 I 2-0-0 Plate Offsets(X,Y)-- (1:0-2-4,0-1-131 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.04 Vert(TL) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 i Code FBC2014/TP12007 Matrix-MSH Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-6-0 REACTIONS. (lb/size) 1=74/0-5-8,3=49/Mechanical,4=25/Mechanical Max Horz 1=19(LC 12) Max Uplift 1=-7(LC 12),3=-20(LC 12),4=-1(LC 12) Max Gray 1=74(LC 1),3=49(LC 1),4=32(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=25fh B=45ft;L=24ft;eave=4lt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. � 1 0 WARNING-Verity design parmwttan and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/032015 BEFORE USE. MT Design valid for use only with MITeMBs connectors.INs design Is based only upon parameters shown.and Is for an individual bulling component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incogx sate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual Buss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrbatbn,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/lPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke Eget Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Salle 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC • 19470533 J160471 J04 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:47 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bytk_R-R1 amawaWvatNmm7_X?u3738im3chEQAxvhEOcKydlMl 4-0-0 4-0-0 Scale=1:13.1 3 4.00 Fl 9 3x4 2 1 ; • ♦ 4 3x6 H ! 4-0.0 4-0-0 Plate Offsets(X,Y)-- [1:0-2.4,0.1-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH —— Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 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=146/0-5-8,3=97/Mechanical,4=49/Mechanical Max Horz 1=38(LC 12) Max Uplift 1=-18(LC 12),3=-39(LC 12) Max Gray 1=146(LC 1),3=97(LC 1),4=67(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. 111 Design valid for use only with Miteke connectors.this design Is Used only upon['ammeters shown.and Is for on Indlvk*sal building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and rxoreety Incorporate thrs design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temp ray and pennanent trrocing MiTek Is always roqulred for stability and to prevent collapse with rxnsbte personal Injury and property carnage. For general guidance regard r mos'os fabrk:attrn.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPIt Quality Criteria,058-89 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 Jordan Residence PC T9470534 J160471 J05 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:48 2016 Page 1 I D:vJQUiQCbEtENbiNGjosW_byfk_R-vD78oGa9gt?ENwiA4iQlgGgpMSvgztO48L_y9nydlMH 6-0-0 6-0-0 Scale=1:16.3 • 3 tf i 4.00;12 9 3x4 2 5' 9 N 1 ' 4 3x6 I I 6-0.0 6-0-0 Plate Offsets(X,Y)-- J1:0-2-4 0.1-131 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.15 4-7 >469 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=220/0-5-8,3=145/Mechanical,4=75/Mechanical Max Horz 1=57(LC 12) Max Uplift 1=-29(LC 12),3=-58(LC 12) Max Gray 1=220(LC 1),3=145(LC 1),4=105(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-317/37 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25th B=45th L=24th eave=4fh 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 5-11-4 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 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 100 lb uplift at joint(s)1,3. 0 WARNING-Verify design paremelera and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.1003/2016 BEFORE USE Design valid for use oNy with Muck);connectors.this design Is based only upon parameters shown-and is for an ksdMdu 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 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 requked for stability and to prevent collapse with possible personal tyury and properly damage. For general gukknce regarding the fabrication,storage.delivery-erection and bracing o1 trusses and truss systems,seeANS11IP11 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 Job Truss Truss Type I Qty Ply Jordan Residence PC • T9470535 J160471 J06 Jack-Open 8 1 _ I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:48 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk_R-vD78oGa9gt?ENwiA4iOlgGgjmSreztQ48L_y9nydlMH 8-0-0 8-0-0 Scale=1:19.4 3 4.00 12 J 10 7 9 3x4 2 Sitio1 1 4 3x8 11 I 8-0-0 8-0-0 Plate Offsets(X,Y)-- (1:0-3-8,Edge)_ LOADING (psf) SPACING- 2-0-0 CSI. T DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.15 4-7 >615 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.44 4-7 >217 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1D TOP CHORD Structural wood sheathing directly applied. 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=294/0-5-8,3=199/Mechanical,4=94/Mechanical Max Horz 1=76(LC 12) Max Uplift 1=-41(LC 12),3=-80(LC 12) Max Gray 1=294(LC 1),3=199(LC 1),4=138(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-558/50 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft L=24ft eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.IaV3P20t5 BEFORE USE. Design valid for use only with MilekNS connectors.ibis design Is based only upon parameters shown,and Is for an IndlvkAlal building component,not a truss system.Before use,the Luling designer must verify the applicabllty of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual puss web and/or chord members only.Additional temporary and permanent bracing MiTek" B always requked for stability and to prevent collapse with possible personal May and property damage. For general guidance regadng the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salary information avalable from truss Plate hstttute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC T9470536 J160471 JO6A Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:49 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bytk_R-NPhX?bbnR874?4HMePxXDUDuBsAjiKgDN?jVhDydIMG 8-0-0 8-0-0 3 Scale=1:21.1 4.00 FIT 10 9 3x4 coo 2 180• :::❖:❖:•:❖::::❖:•::❖:•:❖:•:❖:•:•:•:•:❖:•:❖:❖:•:::•:::❖:•:•:•:❖:•:❖:❖:•:•:❖:•:•::•::❖:::•:•::•:::::::;:•::•:•:•: 3x611 4 Plate OffsetsjX Y)-- f 1:0-2-4,0-1-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.15 4-7 >617 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.45 4-7 >214 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied. 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. All bearings 8-0-0 except(jt=length)3=Mechanical,3=Mechanical. (Ib)- Max Horz 1=76(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,3 Max Gray All reactions 250 lb or less at joint(s)3,3,4 except 1=294(LC 1),1=294(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-567/51 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=45ft;L=24ft;eave=oft Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-11.4 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 beating plate capable of withstanding 100 lb uplift at joint(s)1,3,1. I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI!-7473 rev.warms BEFORE USE. Design valid for use only with MllekrS connectors.this design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the Ixrildng designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addtkxnal temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possble personal Inlay and property damage. For general guidance regarding the fo btcatton,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6804 Parke East Blvd. Safety Information avcklbte from Truss Plate Institute-218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC T9470537 J160471 J07 Jack-Partial Girder 2 1 Job Reference(optional) -Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:49 2016 Page 1 I D:vJQUiQCbEtENbiNGjosW_byfk_R-NPhX?bbnRB74?4HMePxXDUDy5s9AiHBDN?jVhDydIMG 4-9-8 9-7-1 4-9-8 4-9-8 4 Scale=1:27.4 4.95!12 12 1.5x4 3 11 3x4 2 000111.0 w 1 13 14 15 6 5 4x7 I 3x4= 9-7-1 9-7-1 - - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.61 Vert(LL) -0.22 6-9 >519 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.57 6-9 >201 180 BCLL 0.0 * Rep Stress Incr NO WB 0.22 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins. BOT CHORD 2x4 SP No.1 D 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=390/0-4-3,4=117/Mechanical,5=301/Mechanical - Max Horz 1=113(LC 8) Max Uplift 1=-77(LC 8),4=-64(LC 8),5.-81(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1049/114 BOT CHORD 1-6=-187/407 WEBS 3-6=-457/211 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B.45ft;L.241t;eave=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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)45 lb down and 17 lb up at 1-5-0,and 71 lb down and 58 lb up at 4-2-15,and 96 lb down and 89 lb up at 7-0-14 on top chord,and 13 lb down and 15 lb up at 1-5-0,and 23 lb down and 11 lb up at 4-2-15,and 45 lb down and 18 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:11=-3(F)12=-44(F)13=-13(F)14.-9(F)15=-34(F) 1 � 0 WARNING-Varity dq/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.!01732015 BEFORE USE. Design valid for use only with Mileks connectors.this design Is based only upon parameters shown,and is for cut kxfividual bolding component.not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly Inc:cil-rrcde this design Into the overall bulking design. Bracing Indicated Is to prevent budding of indMdud truss web and/or chord members only. Additional temporary and permanent bracing MiTeke Is always requked for stability and to prevent collapse with possible personal hJury and property darnago. for general guidance regakinct the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l 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.Nexandria VA 22314. Tampa,FL 33610 PA-.'. .:.tie'_ '- -_ Job Truss Truss Type Qty Ply Jordan Residence PC T9470538 1J160471 J08 r Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:50 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW__byfk_R-rcFvCxcPCVFxdDsZC7SmIhm8uGVBRkPNcIT2DiydIMF 4-11-0 9-10-1 4-11-0 { 4-11-0 4 Scale=1:28.0 4.95 112 14 .5x4 3 13 3x4 i 1 • I 15 16 17 6 I� 5 6x6 I 3x4= 9-10-1 9-9-10 I T - - • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.23 6-9 >514 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.58 6-9 >201 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.23 Horz(TL) 0.04 4 IVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. BOT CHORD 2x4 SP No.1 D 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=415/0-7-0,4=122/Mechanical,5=290/Mechanical Max Horz 1=116(LC 21) Max Uplift 1=-82(LC 8),4=-65(LC 8),5=-79(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.3=-750/113 BOT CHORD 1-6=-187/391 WEBS 3-6=-438/210 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.0psh h=25th B=4511;L=24ft;eave-41t;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)45 lb down and 17 lb up at 1-5-0,and 71 lb down and 58 lb up at 4-2-15,and 96 lb down and 89 lb up at 7-0-14 on top chord,and 13 lb down and 15 lb up at 1-5-0,and 23 lb down and 11 lb up at 4-2-15,and 45 lb down and 18 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:13=-3(F)14=-44(F)15=-13(F)16=-9(F)17_34(F) WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEI REFERANCE PAGE MIF7473 rev.10/03f20IS BEFORE USE. Design valid for use only with Mnek19 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truSS web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always requited 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.seeANSt/IPlt Qualty CAterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sandy Information ave/able from Truss Plate institute.218 N.lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 wsianww Job niTruss Truss Type 1 Qty f Ply Jordan Residence PC • 19470539 J160471 J09 Corner Jack 12 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:51 2016 Page 1 ID:vJQUiQCbEtENbi NGjosW_byfk_R-JopHQHd t zoNoE NRlmgz?Ivl Rtg?oADAW gJCcISydIME 1-0-0 1-0-0 Scale=1:9.8 7.00;12 3 2 • •• V 4 3x6 II 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 0-10-13 REACTIONS. (lb/size) 1=37/0-5-8,3=23/Mechanical,4=14/Mechanical Max Horz 1=17(LC 12) Max Uplift 3=-16(LC 12),4=-4(LC 12) Max Gray 1=37(LC 1),3=24(LC 17),4=17(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=3.0pst;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. 1 f A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10103/1015 BEFORE USE. Design valid for use only with MITeld1 connectors.This design is based only upon Ixzamofors shown.and 1s nor cN1 Individual ividual bulding component.not a truss system.Before use.the building designer must verify the applicability of design Ixraneters Clod pr<Kxrriy ix:(15)01010 thLs design Info 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' I always required kr stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and tracing of trusses and truss systems.seeANS1/lPt1 Quality Criteria.DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job. Truss [Truss Type Qty Ply Jordan Residence PC T9470540 J160471 J10 !Corner Jack 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:51 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bytk_R-JopHGHdlzoNoENRlmgz?IvIQCgjADAWgJCcl5ydlME 3-0-0 3-0-0 Scale=1:15.7 3 7.00 FIT I" 3x4 2 Q' N N 4 111141.11. 3x6 II 3-0-0 3-0-0 I 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 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 rola n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=109/0-5-8,3=73/Mechanical,4=36/Mechanical Max Horz 1=49(LC 12) Max Uplift 3=-41(LC 12),4=-2(LC 12) Max Gray 1=109(LC 1),3=74(LC 17),4=51(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45th L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 nv.10103/2015 BEFORE USE Design valid for use only svltir Mitek:connectors.This design is based only upon parameters shown,and is for an individual wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Dachg 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 posstde personal inlay and property dcxnc*te. Tor general guidaae regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANS1/lP11 Quality Criteria,DSB-89 and BCSI Buldny Component 6904 Parke East Blvd. Sdety Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC T9470541 J160471 J11 Corner Jack 10 1 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:52 2016 Page 1 ID:vJQUrQCbEtENbiNGjosW_bytk_R-n_Nfddetk6VtsX0xJYUEg6rXj4I HvgQg3zy9IYydIMD 5-0-0 5-0-0 Scale=122.3 3 7.00 FIT 10 3x4 °D 2 cb r7 4 3x6 II I 5-0-0 5-0-0 --I-- LOADING --ILOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 4-7 >794 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH j Weight:191b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=183/0-5-8,3=120/Mechanical,4=63/Mechanical Max Horz 1=83(LC 12) Max Uplift 1=-3(LC 12),3=-65(LC 12),4=-3(LC 12) Max Gray 1=183(LC 1),3=122(LC 17),4=89(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0ps1;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. 0 WARNING-Verity deafgn patrimony*and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.10/032015 BEFORE USE. Design valid for use only with MllekS 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 parameters and properly incorporate this design Into thxe overall building design. Ltrochg 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 possbie personal ),and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1Pl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC 19470542 J160471 J12 Jack-Open 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:53 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bytk_R-FAx1 rzeHVQdW Uha7tF?TNKOdTTZQe7fpldhjc.ydfMC i 7-0-0 7-0-0 Scale=1:28.4 3 1 � 7.00.12 10 (D 9 m 3x4 i b 2 1 C. W d 4 3x8 II 7-0-0 7-0-0 I Plate Offsets(X,Y)-- (1:0-3-8,Edge) _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.12 4-7 >696 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.29 4-7 >283 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=257/0-3-8,3=168/Mechanical,4=88/Mechanical Max Horz 1=117(LC 12) Max Uplift 1.8(LC 12),3=-90(LC 12),4=-2(LC 12) Max Gray 1=257(LC 1),3=170(LC 17),4=126(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-356/88 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. A WARNING-Nearly design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1-7473 rev.1093/2016 BEFORE USE Design valid for use only with MllokSD connectors.This design Is based only upon parameters shown.and is for an Individual building component.not a truss system.Before use,the bulking designer must verify the appticabliy of design parameters and properly Incorporate this design Into the overall Irking 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 stabllty and to prevent collapse with possible persona fury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,055-89 and SCSI Building Component 6904 Parke East Blvd. Softly Information avdtable horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type Qty Ply Jordan Residence PC T9470543 J160471 J13 (Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:53 2016 Page 1 I D:VJQUIQCbEIE NbiNGjosW_byfk_R-FAx 1 rzeHVOdW Uha7tF?TNKOmuTgOe7fpldhjq_ydlMC 1-5-9 2-11-2 1-5-9 1-5-9 Scale=1:12.9 4.95 12 3 1/ 3x4 i rr, d 1 2 11111. 7• g i r1 „ 4 110111I111111.- 3x6 11 • 2-11-2 2-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-2 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=125/0-7-0,3=65/Mechanical,4=31/Mechanical Max Horz 1=34(LC 8) Max Uplift 1=-16(LC 8),3=-34(LC 8),4=-4(LC 8) Max Gray 1=125(LC 1),3=65(LC 1),4=45(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=451t;L=24ft;eave=4ft;Cat. It;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 lb down and 18 lb up at 1-5-0 on top chord,and 9 lb down and 13 lb up at 1-5-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the lace of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:11=-9(B) A WARNING-Verify dWgn paramours and READ NOTES ON THIS AND INCLUDED M/7EK REFERANCE PAGE MN-7473 rev.1fW320f6 BEFORE USE. Design volki for use only with MI1ek�b1 connectors.Ibis design is based only upon parameters shown.and Is for an individual building component.not o truss system.Before use,the txilrSng designer must verify the applicability of design parameters and properly kncrrrxrate this design into the overall building design. Bracing Indicated is to prevent buckling of IrdNvkl al truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and tracfrng of trusses and truss systems,seeANSUIP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Fay- Ply Jordan Residence PC T9470544 J160471 J14 Jack-Partial Girder I 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:54 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk_R-jNVQ2JIvFjIN5r9KRzW ivXwvktO?NavyW HRGMQydIMB 1-7-11 3-2-2 1-7-1 1-7-1 Scale=1:13.4 3 I4.95 FIT (1 3x4 2 q 11101. ni 1 cii ! 1 VI 9 4 3x8 II 3-2-2 I 3-2-2 I LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.11 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.00 Horz(TL) 0.01 1 rUa n/a BCDL 10.0 Code FBC2014lfP12007 Matrix-MSH Weight:13 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. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=120/0-7-0,3=79/Mechanical,4=40/Mechanical Max Horz 1=37(LC 8) Max Uplift 1=-16(LC 8),3=-38(LC 8),4.4(LC 8) Max Gray 1=120(LC 1),3=79(LC 1),4=54(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=45tt;L=24ft;eave=4fh Cat. It;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 lb down and 18 lb up at 1-5-0 on top chord,and 9 lb down and 13 lb up at 1-5-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(ptf) Vert:1-3=-54,4-5=-20 Concentrated Loads(Ib) Vert:9=-9(F) I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 raw 10/07/'2015 BEFORE USE. mill Design valid for use only with Mileke connectors.Ns design 8 based only upon parameters shown,and Is for an ixiivtdual buldirg component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI I Quilty Criteria,DSB-89 and SCSI Building Component Safely Information ovalat,le horn Truss Plate Institute.218 N.Lee Street,Suite 312.Ajexa ckla,VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty Ply Jordan Residence PC . , T9470545 J160471 J15 Jack-Open 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:55 2016 Page 1 ID:vJQUiOCbEtENbiNGjosW_bytk.R-CZ2oGfgY01tEj?kW?g2xSIT5?HNG61961xAputydlMA I 2-3-8 2-3-8 Scale=1:13.6 3 7.00[12 3x4 i 2 • a m1111. 1 1 O N 11 J il f • i _ 4 3x6 I 2-3-8 I 2-3-8 r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 ' Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 i Lumber DOL 1.25 BC 0.05 • Vert(TL) -0.00 4-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:11 lb FT=20%u LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-8 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=82/0-5-8,3=56/Mechanical,4=26/Mechanical Max Horz 1=38(LC 12) Max Uplift 3=-33(LC 12),4=-2(LC 12) Max Gray 1=82(LC 1),3=58(LC 17),4=38(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. V WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1403/1015 BEFORE USE NI Design valid for use only with Mitek:.connectors.this design Is bused oily upon pxrarnelers shown,and Is to on Individual building corm xs ent-not a truss system.Before use.he bulling designer must verify t e oppllca#riity of design parameters and properly incorporate this design Into the overall building design. Egack-g Indicated Is to prevent buckling of indivdud 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 properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of busses and truss systems.seeANSI/TPII Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdabte from Truss Plate knstltute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC T9470546 J160471 J16 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:55 2016 Page 1 lD:vJQUiQCbEtENbiNGjosW_byfk_R-CZ2oGfgY01 tEj?kW?g2xSITxPHC56vo6IxAputydIMA 5-10-11 11.9.6 5-10-11 5-10-11 4 ;y Scale=1:29.9 16 4.95 I12 3x4 15 3 F � 7 14 3x4 2 � w G 17 187 19 20 s ►Z 1.5x4 II 5 3x6 II 3x4= 01-6 5-10-11 11-9-6 0-0.6 5-10-5 5-10-i1 LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.22 6-7 >645 180 BCLL 0.0 ' Rep Stress Ind NO WB 0.54 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=504/0-7-0,4=192/Mechanical,5=422/Mechanical Max Horz 1=139(LC 8) Max Uplift 1=-109(LC 8),4=-101(LC 8),5=-115(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-753/154 BOT CHORD 1-7=-244/668,6-7=-244/668 WEBS 3-7=0/333,3-6=-754/275 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;8=45f1;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 100 lb uplift at joint(s)except Ot=lb) 1=109,4=101,5=115. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 lb down and 18 lb up at 1-5-0,71 lb down and 58 lb up at 4-2-15,and 96 lb down and 89 lb up at 7.0-14,and 122 lb down and 114 lb up at 9-10-13 on top chord,and 9 lb down and 13 lb up at 1-5-0,23 lb down and 11 lb up at 4-2-15,and 45 lb down and 18 lb up at 7-0-14,and 70 lb down and 24 lb up at 9-10-13 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=-3(B)15=-44(B)16=-92(B)17=-9(B)18=-9(B)19=-34(B)20=-60(8) 1 � 0 WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/201S BEFORE USE. id• Design valid for use only with Mitek.:connectors.fits design Is based only upon parameters shown.and Is for an indkAdual landing component.not a truss system.Before use-the bulkAng designer must verify the applicability of design parameters and properly Incorporate this design into the overall bricing design. Placing indicated Is to prevent buckling of Irxilvki al truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stabliy and to prevent collapse with possible personal injury and property damage. I or general guidance regarding the fabrication,storage,delivery.erection and batting of trusses and truss systems,seeANSI/TPI1 Quality Criteria,058.89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available le from Truss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 ;Job Truss Truss Type Oty Ply Jordan Residence PC T9470547 J160471 IJ17 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:56 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk_R-gIcAT?hAnL05L9JiYOZA?y075hX1 rNgF_bwNRJydlM9 5-9-3 11-6-6 5-9-3 5.9.3 4 ;i( Scale=1:29.3 16 4.95 12 3x4 15 3 14 3x4 2 i11 17 187 19 20 6 1.5x4 II 5 3x6 !I 3x4 0-¢6 5-9-3 11-6-6 0.6.6 5-8-13 5-9-3 —7----- LOADING (psf) j SPACING- 2-0-0 CSI. I DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.20 6-7 >687 180 BCLL 0.0 * Rep Stress Ina NO WB 0.50 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=491/0-7-0,4=194/Mechanical,5=414/Mechanical Max Horz 1=136(LC 8) Max Uplift 1=-106(LC 8),4=103(LC 8),5=-112(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-726/148 BOT CHORD 1-7=-236/645,6-7=-236/645 WEBS 3-7=0/322,3-6=-728/267 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=2411;eave=4it;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb) 1=106,4=103,5=112. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 lb down and 18 lb up at 1.5-0,71 lb down and 58 lb up at 4-2-15,and 96 lb down and 89 lb up at 7-0-14,and 122 lb down and 114 lb up at 9-10-13 on top chord,and 9 lb down and 13 Ib up at 1-5-0,23 lb down and 11 lb up at 4-2-15,and 45 lb down and 18 lb up at 7-0-14,and 70 lb down and 24 lb up at 9-10.13 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=-3(F)15=-44(F)16=-92(F)17=-9(F)18=-9(F)19=-34(F)20=-60(F) WARNING-Verify design parenwtan end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rdw.10/03/20/5 BEFORE USE. Nth Design valid for use only with Mileida connectors.This design ks based only upon parameters shown,and is for an kldivtdual holding component,not a truss system.Before use,the Nair/log designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Brachg Indicated is to prevent buckling of Irxllvkfual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required tor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Rale Institute.218 N.Lee Street.Suite 312,AJexandda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jordan Residence PC s , T9470548 'J160471 J18 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies,/ Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:57 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_byfk_R-8yAYgLhoYe8yyluv654PXAYlT5wMaxfPDFlwzlydlM8 7-0-0 7-0-0 Scale=1:28.4 3 7.00 12 4#4000 10 9 rn 3x4* b e 2 00 le1 a In ;1 ea4 3x8 11 7-0-0 I7.0-0 I Plate Offsets(,Y)-- 11:0.3.8,Edge) _ i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.12 4-7 >696 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.29 4-7 >283 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 3 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH I Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=257/0-5-8,3=168/Mechanical,4=88/Mechanical Max Horz 1=117(LC 12) Max Uplift 1=-8(LC 12),3=-90(LC 12),4=-2(LC 12) Max Gray 1=257(LC 1),3=170(LC 17),4=126(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-356/88 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=451t;L=24ft;eave=oft Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0.0 to 6.11.4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)1,3,4. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERANCE PAGE MIl-7473 rev.10103/2015 BEFORE USE Design vark1 for use only with Mltekts connectors.This design Is bused only Upon paramelers shown.and Is for an individual t xrtding component,not , a truss system.Before use,the building designer must verify the appii;atAtty of design parameters and properly inert mato this design Into the overall balding design. Bracing Indicated Is to prevent buckling of trxrvkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always requked for stabtty and to prevent collapse with possllle personal inkxy and properly docniage. for general oak-lance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Soley Information available from Truss Plate InstiMe,218 N.Lee Sheet,Spite 312.Alexandria,VA 22314. Tampa.FL 33610 AM611.1111 iJob 1Truss Truss Type Qty Ply Jordan Residence PC .. I 794705491 J160471 (J19 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:57 2016 Page 1 ID:vJQUIQCbEtENbiNGjosW_bylk..R-8yAYgLhoYe8yyluv654PXAYMN5v2avZPDFtwzlydlM8 4-2-4 8-4-8 4-2-4 I 4-2-4 I 4 Scale:318'=1' 7.00 12 • 1.5x4‹. 3 N it el oi th in i 3x4 i N41111111Ssis i 2 i 1 co o , _ i ._. OM 65 3x8 II 3x4= 8-4-8 8-4-8 Plate Offsets(X,Y)-- 11:0-3-8,Edgel ------ _ _ - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.15 6-9 >682 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.37 6-9 >266 180 BCLL 0.0 ' Rep Stress Inc( YES WB 0.13 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 ( Code FBC2014/TPI2007 Matrix-MSH Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.9-0 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=308/0.5.8,4=86/Mechanical,5=221/Mechanical Max Horz 1=140(LC 12) Max Uplift 1=-11(LC 12),4.51(LC 12),5=-58(LC 12) Max Gray 1=308(LC 1),4=86(LC 1),5=225(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3.785/27 BOT CHORD 1-6=-158/257 WEBS 3-6=-315/193 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/032016 BEFORE USE. mit Design valid for use only with Mllekres corutecfors.lhls design is based oily upon parameters shown.and Is for on individual building component,not a truss system.Before use,the building designer(Trust verify the applicability of design parameters and properly Incogxrate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members oily. Additional Temporary and permanent bracing MiTek Is always requited for stability and to prevent cdlcpse with possible personal injury and properly carnage. For general grids sce 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 Btvd. Safety Information avaliabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply Jordan Residence PC T9470550 J160471 J20 Jack-Partial Girder 2 1 Job Reference Optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:58 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bytk_R-c8kwugiQJyGpaST5gobe4N5XwUEuJMrYRvPUVBydIM7 4-1-1i 8-2-1 4-1-1 4-1-1 Scale=1:24.5 4 11 y t ;o 4.95(12 3x4 3 1 b 3x4 5 2 1 10I d I■�111111 °. w 1 ws�i , 1 12 13 14 6 e/ 3x8 1' 5 3x4= 8-2-1 8-2-1 Plate Offsets(X,V)-- [1:0-3-8,Edgej_____ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.14 6-9 >703 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.36 6-9 >273 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH � Weight:35 lb 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 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=328/0-4-3,4=119/Mechanical,5=270/Mechanical Max Horz 1=96(LC 21) Max Uplift 1=-63(LC 8),4=-69(LC 8),5=-74(LC 8) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-783/86 BOT CHORD 1-6=-148/321 WEBS 3-6=-367/169 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=41t;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 • 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. • 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)45 lb down and 17 lb up at 1-5-0,and 71 lb down and 58 lb up at 4-2-15,and 92 lb down and 86 lb up at 7-0-14 on top chord,and 13 lb down and 15 lb up at 1-5-0,and 23 lb down and 11 lb up at 4-2-15,and 46 lb down and 18 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert 3=-3(F)11=-54(F)12=-13(F)13=-9(F)14=-38(F) b t 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. id• Design valid for use only with Mlteke connectors.this design is Lxssed only upon parameters shown,and is for an Widividual building component.not a truss system.Before me.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated B to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 5 always required for stability and to prevent collapse with px>ssirle personal Yikay and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DS8489 and BCSI Buiding Component 6904 Parke East Blvd. Safety Information available from TRrss Plate instlhde,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 !Job Truss Truss Type Qty Ply Jordan Residence PC • T9470551 J160471 J21 Jack-Partial Girder 2 1 Job Reference(optional_ Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:57:59 2016 Page 1 I D:vJQUiQCbEIENbiNGjosW_bytk_R-4KIJ50j24GOgCc2HE W 6tcbeh41iZR2puigZ81 I eydlM6 4-2-9 B-5-1 4-2-9 4-2-9 4 Scale=1:25.0 11 4.95 FlF 3x4 3 ro10.00 r%r v 3x4 2 1.111111111111"1. I 12 13 14 6 3x8 II 3x4= 8-5-1 8-4-11 Plate Offsets(X,Y)-- [1:0-3-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.16 6-9 >641 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.40 6-9 >248 180 BCLL 0.0 * Rep Stress Inch NO WB 0.15 Horz(TL) 0.03 1 ria n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 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=339/0-4-3,4=114/Mechanical,5=274/Mechanical Max Horz 1=99(LC 8) Max Uplift 1=-65(LC 8),4=-66(LC 8),5=-76(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-833/90 BOT CHORD 1.6=-154/333 WEBS 3-6=-381/176 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25th 8=45f1;L=24th eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)45 lb down and 17 lb up at 1-5.0,and 71 lb down and 58 lb up at 4-2-15,and 95 lb down and 88 lb up at 7.0-14 on top chord,and 13 lb down and 15 lb up at 1-5-0,and 23 lb down and 11 lb up at 4-2-15,and 46 lb down and 18 lb up at 7-0-14 on bottom chord. The desigrt/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(pit) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:3=-3(B)11=-47(B)12=-13(B)13=-9(B)14=-36(B) • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MNH7473 rev.1003/2015 BEFORE USE. Design valid for use only with MI1eIM:connectors.This design is based only upon parameters shown.and is for an kidMdrxil[wilding component,not a truss system.8eiae use.the tuldng designer must verify the applica llty of design parameters and properly Incorporate this design into the overdi balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary did permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding lire fabrication,storage.delivery,erection axd bracing of trusses and utas systems.seeANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormatlon available from truss Plate Institute,218 N.Lee Street.Salle 312,Alexandria VA 22314. Tampa.Ft.33610 Job Truss Truss Type Oty Ply Jordan Residence PC e e 794705521 J160471 1J22 Jack-Open 11 1 Job Reference(optional) i Manning Building Supplies, Jacksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:58:00 2016 Page 1 ID:vJOUiOCbEtENbiNGjo5W_bytk_R-YXshJMkgrZW XpmdUnDd69oAsPl?GntOrvDuaa4ydlM5 6-0-0 ( 6.0.0 { Scale=1:25.4 3 :12 `, 7.00 9 W m o) d1 e 3x4 i 6 a 2 1 oop a = 3x6 II 4 I 6-0-0 I 6-0-0 -- -f —T I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.07 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.16 4-7 >453 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 1 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 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=220/0-3-8,3=144/Mechanical,4=76/Mechanical Max Horz 1=100(LC 12) Max Uplift 1=-6(LC 12),3=-78(LC 12),4=-2(LC 12) Max Gray 1=220(LC 1),3=146(LC 17),4=108(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-277/77 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3.0.0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. NE � + I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEN REFERANCE PAGE Md-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mileldf,connectors.IIs design Is Lx sect only upon parameters shown,and Is for an Wsdty dual txslding component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into tlx:overall building design. Brbchg Indicated Is to prevent budding or individual truss web and/or chord members only.Additbnal 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 th e fabrklatbn,storage.delivery,erection and bracing at trusses and truss systems.seeANSI/1P11 Quilty Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormalbn avdlable Born Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply I Jordan Residence PC I T9470553 J160471 (J24 [Jack-Open 3 1 I .Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Sep 14 09:58:00 2016 Page 1 ID:vJQUiQCbEtENbiNGjosW_bylk_-R-YXshJMkgrZW XpmdUnDd69oAsil?cnigrvDuaa4ydlM5 I 8-0-0 8-0-0 4 Scale=1:20.4 0000000 • 4.00 12 000 1.5x4 I 11 3 c 3x4 d <.n 2 III 6 1 • I •• II rj i_� 3x6 I WI 6 5 1.5x4 II 2-6-0 2/8.12 8-0.0 i 2-6-0 0.2.1'2 5-3.4 Plate Offsets(X,Y)-- ft:0-2-4,0-1-13) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.05 4 n/a n/a BCDL 10.0 � Code FBC2014/TPI2007 Matrix-MSH Weight:29 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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) 4=106/Mechanical,5=34/Mechanical,6=448/0-5-8 Max Horz 6=76(LC 12) Max Uplift 4=-50(LC 12),6=-130(LC 12) Max Gray 4=106(LC 1),5=78(LC 3),6=448(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. WEBS 3-6=-318/262 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=2411;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 2-8-12,Interior(1)2-8-12 to 7-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(Jt=lb) 6=130. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE id• Design valid for use only with Mllekrb 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 bxAding 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 blur/and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information av<itable from Truss Plate Institute,218 N.Lee Sheet,Salle 312.Alexandria,VA 22314. Tampa.FL 33610 0, zco c o � p `C�0° NI D -i )1 `11E1Z hD xm gm_N o J N ` m 00 i l ill01.1: aW Q w � WD A _ DoS. OQa co L.> ° C H. o O30aa- momma 3 �Z z CA (1).„ _ _ _ Q i .,Qr- l4Q3 DQ 7a ga 0777Q-0Q� Dr N aD A a� 7 0 0 Z _a°O3Qn ` - n•�-dQ n xQ Fp03o O G D OvinX c 7 (DQp-0Q - Q n 30 N ( < m n 0D DD (D 7D 7-0 a6 QN ,_-Ot_ Q-0 Q pX0ar07NyDCa -1 Qoa -, -: - O Q-(QQ05'�13 (D00 Q-DUO D-0 0 O C 0_ DD2 () Q pm VP� (D 000 W < 0 � OCr p (_Dy �j 0 (np3( Z�pZQpC (D Q (-3-' O - (DOO 'Oc -n-�Wp ,.. 7 (i (500 0O 7 ( N� 7 � _03 QacjQ L-...,AKQQQco aO3D-'70 - 0 OWN • 7 pncy .( Q-0 7 o 0 -.--(5-.--(5 FD • � CQQOQ2Q 3OH Oyx • O(Da3 Q <(QO O 0 3 7y ZQ N(Q Q (D 7 (D a Ja0 - ?Q D QOn6 N O 7 y Q H- ! £O jlifl. Q pQ• oQ Q 7 -r O 5O . D CD CO r- �' -I m m T 20 -•D'- TOP CHORD 0 u. (D C C (/� n .'G c 2 m A 0 m w 0 3 of W? m 0 KO 0Z co J Z 6p' 0- v) p- T 0 co Tcy N I m Q (D co J > N Am N � m Z m O a WD N mD ( UI D y p n FD- � O(p m2A O OO CO cr PWm NCO N(Q (p 7 (n O (D ND VD lii N 0' D D V WlI Q m• A > m p O A Q � ■(13 M - CP 0 CD N IiI1 a- < Z� C� ILI W N(D (D 0 •0 co D 0. T 0 m = (" ii ug N a cn p =o p(7 .moi m P • 7• �'A1 op Om f (D Q N m m H op V I 7 7 7 m Q `V W o P w 3 •-li C 0 A r ® o ] (D 3 (D =0 Q < (Q 6 p N C7 (�D N c) (D () 6 0 0 H 2 W y o (7( A ti TOP CHORD a N -0 00 v P (r (a N 7' 0 T p :O 5 v P (T A W N 7' O Q Q D H°� -Rog 3 °Q C) Q ti-( wjr 5v o�pC) cc 7c SQv C) o v � Z a3£ � aD >0 >>� o.<m H 0 S $$ mo` gs ° ° (DN °' m? ow's C o(ti$o 00 50 0a 3 c (n H. Oa_. m 6. a g m4 ° 3 °m 3a3 cb ( 'DA ° 0 (b- 0< o•<a� (° �m -om Yoo 00 i H3 3 -g 0 a� £� 7n ?°m 3 rim 3 �a oa. (D v Eo• 7(Q 0 < _. (� (D Fz g2Hg m o0 5 ?772 3 Qmo 3m (°05,0 a8 CQ -•- 0 c 3fbc 3 0 5 Q O, O ° �.Q Q c H (RD N O Q N 1. (D N „,-.2-° ""-,. y 3 a a 6(5 3 6 O R” 'go $3, a mQ ° 'm N Q0 3o g^o Q' 0-0 P." ( a.p� FO-6.0 33 cY85c Q- 3 OH 0-(D (<D 3- (4.o 0. c ? C n ao 7c C2'ZS g a00to-0 n0 CD0gCom �2 ° m °w b� ° 7 m3 a2 a� OQ o` 0.xo IHll „,gza °LI ao fit„ 3 Q£. a8° b:oa,.. p D 2 �m mm3 sn m m as s- go oQ moQ mn 04. £� Dao -.< oa o6 ,Dm_(2 �o Q O Q 0 <H ,m N 0 m - • a 4"O 7 OO zT, O w Z°-; (�-' (D°. °-7 ° � 33 20 n m ?0 <3 0 D_ c ° 07 (° <Q� c c” V0 o ( o oQ g a m 5,2(Q- �_ 0o s.4 ftfl mel H 16 a 6 (D� a 0 ° _.0 0 a O 3 _ m� 0 Z u$ m 3 o0'Q Q° �' m a i 3 mm £ °£ o0 m g o ° 0 R 6.N Q0 3 m m 00 yc mm mQ � a mom- o ° Hco 3 3 In Ow (D m`D m m zQ Q' CCDD Z .o Q m ¢- o '( 0 0 CT m N N 1