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1703 ATLANTIC BEACH DR - TRUSS mi Lumber design vakres are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 15767T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Toll Brothers Project Name: . Model: Terrano - Coastal Lot/Block: 018 Subdivision: Atlantic Beach Address: ., . City: Jacksonville State: FL Name Address and License# of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 100 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. 1 No. Seal# Truss Narne Date No. Seal# Truss Name Date 1 T13971648 EJ02 5/7/18 18 T13971665 F10 5/7/18 2 !T139716491 EJo4 5/7/18 19 !T13971666!F11 15/7/18 ! 3 T13971650!EJ05 f 5/7/18 20 !T13971667 F13 1517/18 _{ 4 j T13971651 1 EJ06 5/7/18 21 T13971668 F14 5/7/18 5 T13971652 EJ08 5/7/18 22 T13971669 FG01 5/7/18 6 T13971653; EJ16 5/7/18 23 T13971670 FG02 5/7/18 7 T13971654 EJ24 5/7/18 24 T13971671 FG03 5/7/18 I 8 T13971655 EJ41 5/7/18 25 T13971672 FG04 5/7/18 9 T13971656 EJ42 5/7/18 26 T13971673 FG05 5/7/18 10 T13971657 EJ54 5/7/18 27 T13971674 FG06 5/7/18 11 T13971658 F01 5/7/18 28 T13971675 FT01 5/7/18 12 T13971659 F02 5/7/18 29 T13971676 FT02 5/7/18 13 113971660 F03 - 5/7/18 30 T13971677 FT03 5/7/18 1'4 T13971661 F04 5/7/18 31 T13971678 HJO3 5/7/18 15 T13971662 F05 5/7/18 32 T13971679 HJO4 5/7/18 .16 T13971663 F06 5/7/18 33 T13971680 HJ24 5/7/18 17 T13971664 F07 { 5/7/18 34 T13971681 HJ24A 5/7/18 The truss drawing(s)referenced above have been prepared by MiTek �•��������������i�� USA, Inc. under my direct supervision based on the parameters ,.`‘O(-)0 A' :44,& provided by Building Component Supply. �.,��••.�\G•E N 5�.••i1• • Truss Design Engineer's Name: Albani, Thomas z. •�TT� o My license renewal date for the state of Florida is February 28, 2019. _ • pp, . • :.0•• Cc IMPORTANT NOTE: The seal on these truss component designs is a certification9 STATE O F that the engineer named is licensed in the jurisdiction(s)identified and that the , designs comply with ANSI/TPI 1. These designs are based upon parameters . .(�'• -` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �F•••: O R 1�.• � `�` fileen refterenMiTek. ce purpose onproly,and was not ect specific �takenon included into account sinfor the preparation 000f isS;ON A `NNS these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albanl PE No.39380 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/I-PI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 Albani. Thomas 1 of 2 RE: 15767T0 - Site Information: Customer Info: Toll Brothers Project Name: . Model: Terrano - Coastal Lot/Block: 018 Subdivision: Atlantic Beach Address: ., . City: Jacksonville State: FL No. Seal# Truss Name Date No. Seai# Truss Name Date 35 T13971682 HJ54 5/7/18 78 T13971725 T35 5/7/18 36 T13971683 J01 5/7/18 79 1139717261136 5/7/18 37 T13971684 JO1A 5/7/18 80 1139717271137 5/7/18 38 T13971685 J02 5/7/18 81 1139717281138 5/7/18 39 T13971686 JO2A 5/7/18 82 1139717291139 5/7/18 40 T13971687 J03 5/7/18 83 113971730 T40 5/7/18 41 T13971688 J11 5/7/18 84 1139717311141 517/18 42 T13971689 J12 5/7/18 85 1139717321142 5/7/18 43 T13971690 J13 5/7/18 86 113971733 T43 5/7/18 44 T13971691 J21 5/7/18 87 1139717341 T44 5/7/18 45 T13971692 J31 5/7/18 88 1139717351145 5/7/18 46 T13971693 J32 5/7/18 89 1139717361146 5/7/18 47 T13971694 J42 5/7/18 90 1139717371 T47 5/7/18 48 T13971695 J51 5/7/18 91 7139717381 T48 5/7/18 49 T13971696 J52 5/7/18 92 1139717391149 5/7/18 50 T13971697 TO1 5/7/18 93 1139717401150 5/7/18 51 T13971698 102 517/18 94 1139717411151 5/7/18 52 T13971699 103 5/7/18 95 1139717421152 5/7/18 53 T13971700 104 5/7/18 96 7139717431 T53 5/7/18 54 T13971701 105 5/7/18 97 Ti3971744 I V01 5/7/18 55 T13971702 106 5/7/18 98 113971745 1 V02 5/7/18 56 T13971703 107 5/7/18 99 113971746 1 V03 5/7/18 57 T13971704 108 5/7/18 100 1139717471VO4 5/7/18 58 T13971705 109 5/7/18 59 T13971706 T10 5/7/18 60 T13971707 T11 5/7/18 61 T13971708 T12 5/7/18 62 T13971709 T13 5/7/18 63 T13971710 T14 5/7/18 64 T13971711 T18 5/7/18 65 T13971712 T19 5/7/18 66 T13971713 T20 5/7/18 67 T13971714 T21 5/7/18 68 T13971715 T24 5/7/18 69 T13971716 T26 5/7/18 70 T13971717 T27 5/7/18 71 T13971718 T28 5/7/18 72 T13971719 T29 5/7/18 73 T13971720 T30 5/7/18 74 T13971721 T31 5/7/18 75 T13971722 T32 5/7/18 76 T13971723 T33 5/7/18 77 T13971724 T34 5/7/18 2of2 Job Truss Truss Type Qty Ply T13971648 15767T0 EJ02 JACK-CLOSED } 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:26 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-GOzbdJZXuI2E9bcW PTeYQKf5GmO8X41 ilYEgl2zlwPd 4-0-0 4-0-0 2x4 I Scale=1:10.6 2 3 3.00 12 9 1 3x8 I I 5 3x4= 2x4 I I 4 00:3-3-00 1 4-0-0 3-9-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5],[1:0-3-2,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.02 5-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=160/Mechanical,1=149/0-3-8 Max Horz 1=45(LC 8) Max Uplift 5=-114(LC 8),1=-90(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0 zone;cantilever left exposed;porch 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 t l 1 I 1 I I/N/7, will fit between the bottom chord and any other members. `N� MPS A ,q� 4)Refer to girder(s)for truss to truss connections. �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) ���.�� C E N S• e'92.i, 5=114. \' •• No 39380 -- '0: '�Z • : 0.• 44/ •./O N dA�EC��. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 tut 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the appiicoblity of design parameters and properly incorporate this design into the overall baking design. &'acing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k 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 busses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13971649 15767T0 EJ04 Jack-Open 16 1 )Job Reference(optional) II Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:26 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-GOzbdJZXu12E9bc W PTeYQKf6SmOLX41 iIYEg l2zlwPd 4-0-0 4-0-0 Scale=1:14.1 2 ��5.00 I 7 , °c 'S ,' 3 3x4= 3x6 I I 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1.-11,0-4-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 1Q.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:14lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=103/Mechanical,3=54/Mechanical,1=158/0-5-8 Max Horz 1=67(LC 12) Max Uplift 2=-60(LC 12),3=-1(LC 12),1=-23(LC 12) Max Gray 2=103(LC 1),3=71(LC 3),1=158(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interlor(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0,".1011111f/1i 4)Refer to girder(s)for truss to truss connections. .S A. A 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. �� r �e 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �� � .•' G•E•N S'• .4 sheetrock be applied directly to the bottom chord. •• �•••. ,e No 39380 • • .��,,sSS. R 1 -• \•s•• O. • Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 Q WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.1043312015 BEFORE USE Design valid for use only with MiTek®connectors.This design ts 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 balding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* S always regrired for stabttty and to prevent collapse with possible personal Inlury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPt I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Intormalon avalable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13971650, 15767T0 EJ05 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:27 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-kaXzrfZ9fbA5mIBizBAnzXBEEAiGGXHr_C_DgUzlwPc 5-6-0 5-6-0 Scale=1:17.1 2 I 5.00171-2— d N 7 N 1 • im 3 3x5 II 5-6-0 5-6-0 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.07 3-6 >995 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.09 3-6 >730 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=146/Mechanical,3=71/Mechanical,1=218/0-5-8 Max Horz 1=93(LC 12) Max Uplift 2=-84(LC 12),1=-33(LC 12) Max Gray 2=146(LC 1),3=98(LC 3),1=218(LC 1) 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-5-4 zone;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. ,�44111I 1111/,,,' 4) Refer to girder(s)for truss to truss connections. ,s� &S A. q 11 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. � r` .e j 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ���� •' Ci ENS+'•.147,, sheetrock be applied directly to the bottom chord. • • V ••. �� No 39380 •mid * w. iv. 9.• ',tit;0NA • "Imm�1E s' Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE Nut Design valid for use only with MiTek®connectors.this design k based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate 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 iTek• 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/Wll Qualify Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13971651 15767T0 EJ06 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:28 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-Cn4L2?anovlyOvluXuhoVlkNnal p?zX_DsjmMwzlwPb 6-0-0 6-0-0 Scale=1:18.1 2 ', 5.00 NT ► 0 c• 7 cv • hal 3 3x5 II 6-0-0 I 6-0-0 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 2a0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.09 3-6 >829 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.12 3-6 >571 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-AS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=160/Mechanical,3=77/Mechanical,1=238/0-5-8 Max Horz 1=101(LC 12) Max Uplift 2=-93(LC 12),1=36(LC 12) Max Gray 2=160(LC 1),3=107(LC 3),1=238(LC 1) 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,, Je�_, 4)Refer to girder(s)for truss to truss connections. ,�� Ptj A. A 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. %% o'. e 00 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ���.r .•' *E�N s•-.14,•• . sheetrock be applied directly to the bottom chord. i No 39380 _-0 :�= • Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parte East Blvd.Tampa FL 33610 Date: May 7,2018 4 __ r 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE Ma 7473 rev.14032015 BEFORE USE. mit Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or ry chord members only.Additional temporaand permanent bracing MiTek' is always required for stability and to prevent coticpse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUtPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormallon avclable from Truss Plate institute,218 N.Lee Street,Suite.312,Alexandria.VA 22314. Tarnpa,FL 33610 Job Truss Truss Type Qty Ply 1 T13971652 15767T0 EJ08 Jack-Open 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:28 2018 Page 1 I D:zgo0oi uAQ8g5 H R W MidZx7azyR56-Cn4L2?anQvlyOvl uXuhOV IkIYa_y?zX_DsjmMwzlwPb 7-10-0 7-10-0 Scale=1:21.7 2 5.00 12 8 7 O M 1 3x6 II 3 7-10-0 7-10-0 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-12,0-1-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (los) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.19 3-6 >491 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.34 3-6 >271 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=214/Mechanical,3=97/Mechanical,1=311/0-5-8 Max Horz 1=133(LC 12) Max Uplift 2=-123(LC 12),1=-49(LC 12) Max Gray 2=214(LC 1),3=139(LC 3),1=311(LC 1) 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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 7-9-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,`���1$11111III��, 4)Refer to girder(s)for truss to truss connections. r S A. A 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) �� ' ' ..e Fj 2=123. �N se.)•'\GENS'••lIl. , 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum F •• -• • sheetrock be applied directly to the bottom chord. No 39380 Luz 410........r"4��� Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 � f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mil-7473 rev.10103/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and is for an individual building component,riot 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 M ulek' is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information auditable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 �► T13971653 15767T0 EJ16 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:29 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-gzekGLbQBDQp03K55cCF2yHYX_N2kQn8RW TKvNzIwPa I 6-0-0 6-0-0 Scale=1:18.1 2 5.00 8 0 a, c� 7 a5 3 4x5= 6-0-0 I 6-0-0 Plate Offsets(X,Y)-- [1:0-0-6,0-0-2],[1:0-6-5,0-0-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ldefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.09 3-6 >829 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.12 3-6 >571 180 BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=160/Mechanical,3=77/Mechanical,1=238/Mechanical Max Horz 1=101(LC 12) Max Uplift 2=93(LC 12),1=36(LC 12) Max Gray 2=160(LC 1),3=107(LC 3),1=238(LC 1) 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,interior(1)3-0-0 to 5-11-4 zone;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. 01111111/1.,, 4)Refer to girder(s)for truss to truss connections. 0% ,S A. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. .• O . .• • . 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2•gypsum �� .� .•• GEN S••.q/ .• sheetrock be applied directly to the bottom chord. ••• • No 39380 I� (c."%•.. O R 1 Q.• • \ `� i,•,S,`s00,1 0 N A'��C�•. Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 MOM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MiI-7473 row.10.'03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for a t 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 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 properly 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 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 T139716541 15767T0 EJ24 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:30 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-89C6Thc2yW YgdCvHeJjUaApoSNIHTt1 Hg9CtRpzIwPZ 4-0-0 4-0-0 Scale=1:14.1 2 5.00 12 7 rb � N 1 3 3x4= 3x6 I I • 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=103/Mechanical,3=54/Mechanical,1=158/0-5-8 Max Horz 1=67(LC 12) Max Uplift 2=-60(LC 12),3=-i(LC 12),1=-23(LC 12) Max Gray 2=103(LC 1),3=71(LC 3),1=158(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;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 3-11-4 zone;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.Dpsf 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. {f;1%11//// 4)Refer to girder(s)for truss to truss connections. ,0%, NS A. A 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. `� o� ..... . 4e 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum ���� ••".G E +�•. 2 � sheetrock be applied directly to the bottom chord. V ••. % o. No 39380 -t) • ' 'ccs :p •. `v�V �• �: 0•. '�v. i'1eti,`I/0NA� �• Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 � I 0 WARPING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE Design valid for use only with MITeke 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 bull ng 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 properly damage. for general guidance regarding the fatxk:ation,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdey Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Atexaxdda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply y T13971655. 15767T0 EJ41 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 8 Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:30 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-89C6Thc2yWYgdCvHeJjUaApn9NIFTt1 Hg9CtRpzIwPZ 4-0-0 2- 4-0.0 -2- 2 Scale=1:14.1 [ 5.00 I12 8 7 m iN 1 ,' 1 3 114 3x4= 3x6 II 1-11-11 4-2-2 1-11-11 2-2-7 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-AS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=108/Mechanical,3=56/Mechanical,1=165/0-5-8 Max Horz 1=70(LC 12) Max Uplift 2=-62(LC 12),1=-24(LC 12) Max Gray 2=108(LC 1),3=75(LC 3),1=165(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasal=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-1-6 zone;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. 1_01111111/11. x,1111 I I1►111. 4)Refer to girder(s)for truss to truss connections. 111 �p r.S A. A 110 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. 4� 0 rr ........ �e ,j 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ���.r ...E N s"•.114/,� sheetrock be applied directly to the bottom chord. • .' ' • / � No 39380 • = -o : :cc F`S,• 0R ► . '',, 'O N A�E 0 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10103/2015 BEFORE USE Design valid for use only with MITek®connectors.Ibis design is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall biking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI l 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 Qty Ply T13971656 15767T0 EJ42 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:31 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-dMmUh 1 cgig9XFM UTCOEj7NMyvn5DCKHRvpyRzFzIwPY 4-2-2 4-2-2 Scale=1:14.4 2 5.00 Fir 7 1 ♦ 3 3x4= 3x6 11 4-2-2 4-2-2 Plate Offsets(X,Y)-- [1:0-0-0,0-1-61,[1:0-1-11,0-4-131 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 0.21 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Inch YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight 14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=108/Mechanical,3=56/Mechanical,1=165/0-5-8 Max Horz 1=70(LC 12) Max Uplift 2=-62(LC 12),1=-24(LC 12) Max Gray 2=108(LC 1),3=75(LC 3),1=165(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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 4-1-6 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,01111111/1 �, 4)Refer to girder(s)for truss to truss connections. �� A p,S i . .i �j 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. � 0`�, �•$ *' 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2°gypsum �� � .•'�G E N s`•-.14,', sheetrock be applied directly to the bottom chord. .*• �' •'• .• No 39380 Tt - 6.. 'CC'4y� �1 • Z. , %%• ORI �tj • • Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MII-7473 rev.10/3/2015 BEFORE USE. Design valid for use only with Mileke connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent budding of indMdual 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/Wl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available.from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I a T139716571 15767T0 EJ54 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:32 2018 Page 1 I D:zgoQoi uAQ8g5HR W MjdZx7azyR56-5YKsuMdIT700tW 3fmklygbv8xBRIxnW a8Th_VizIwPX 4-0-0 I4-0-0 I Scale=1:14.1 i 5.00 12 L 7 2 1 c, r%n W N O 1 — I an 1 1 3 3x4= 3x6 11 0-3-0 4-0-0 10-3-01 3-9-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=103/Mechanical,3=54/Mechanical,1=158/0-3-0 Max Horz 1=67(LC 12) Max Uplift 2=-60(LC 12),3=-1(LC 12),1=-23(LC 12) Max Gray 2=103(LC 1),3=71(LC 3),1=158(LC 1) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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 3-11-4 zone;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. `�11%I 1 1111/I/i� , 4)Refer to girder(s)for truss to truss connections. `�� Ns A. ,14 ',,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. �0 OM• . • . �e 'j� 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum `��,`� . \G•E•N S••.:92 ,� sheetrock be applied directly to the bottom chord. No 39380 .. . .* • _ t_\ ./� '' a44 =�- / :,. ,. '• **• •0 A 1 *. .�\`,% �'"0"/0 N A�GV, • Thomas A.Albans PE No.39380 MITek USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 IMMINIM 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5(1. rev.1003/2015 BEFORE USE I7473 Design valid for use only.vitt}MiTek®connectors.This design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing � Niel( k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the i fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Scety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312-Alexandria,VA 22314. Tama.FL 33610 Job Truss Truss Type Qty Ply N 1< T13971658 15767T0 F01 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:33 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-ZkuE5iewERxFUge5KRHBCoRF BbgVg8gjM7RX28zIwPW 130I 1-4-8 Scale=1:21.8 1.5x3 II 4x6= 4x6— 2 3 4 5 6 e • Ie • P\ _ / \ A/ •I O //— 15 14 13 12 11 10 9 4x6= 1.5x3 II 4x6= 1-6-0 4-0-0 9-4-8 11-10-8 13-4-8 1-6-0 I 2-6-0 I 5-4-8 l 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[3:0-1-8,Edge],[11:0-1-8,Edge],[15:Edge,0-1-8] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.09 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.11 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:78 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=722/Mechanical,8=722/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-718/0,7-8=-715/0,1-2=-546/0,2-3=-1263/0,3-4=-1514/0,4-5=-1514/0,5-6=-1267/0,6-7=-545/0 BOT CHORD 13-14=0/1023,12-13=0/1514,11-12=0/1514,10-11=0/1477,9-10=0/1027 WEBS 7-9=0/819,1-14=0/821,6-9=-765/0,2-14=-757/0,6-10=0/382,2-13=0/389,5-10=-334/0,3-13=-452/0, 5-11=-115/270 NOTES- 1,0...:11:1011E OTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. `,``��1111111I11/�� , ,0 G�E�N 3' .� •,o. • No 39380 1r / � Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111-7473 rev.10/03/2015 BEFORE USE • Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual bulding component not a buss system.Before use,the building designer must verify the applicability 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 of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafMy Information available from Truss Plate institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply a 713971659 15767T0 F02 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:33 2018 Page 1 ID:zgoQoiuAQ8g5HR W MjdZx7azyR56-ZkuE5iewERxFUgesKRHBCoRE W bgVg4HjM7RX28zIwPW 0-1-8 HII-3-(1 -_I 0-1-8 Sr.21e=1:45.4 5x6= 3x4= 5x6= 1.5x3= 3x6= 3x4= 3x6 FP= 3x4= 3x6= . 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 31 \ / \ / \ / \/•\ / 1 i� / Ire •'\/\/. A1.\ / \ / \ / ,� 32 0 cb y� W ♦V � a .. N i i �I VI. NvI g 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4= 5x6= 1.5x3 II 3x12 M18SHS FP= 1.5x3 II 3x4= 3x4= 1.5x3 I I 5x6= 3x4= 3x4= 1.5x3 I I I 26-9-8 I 26-9-8 Plate Offsets(X,Y)- [1:Edge,0-1-8],[6:0-1-8,Edge],[7:0-1-8,Edge],113:0-1-8,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.47 21 >671 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.65 21 >488 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.11 14 rVa n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:151 lb FT.20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS(fbat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 30=1162/0-5-8,14=1162/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-30=-1158/0,13-14=-1158/0,1-2=-961/0,2-3=-2492/0,3-4=-3646/0,4-5=-4479/0, 5-6=4920/0,6-7=-5009/0,7-9=-4907/0,9-10=-4482/0,10-11=-3645/0,11-12=-2492/0, 12-13=-961/0 BOT CHORD 28-29=0/1819,27-28=0/3147,26-27=0/4154,25-26=0/4154,23-25=0/4772,22-23=0/5009, 21-22=0/5009,20-21=0/5009,19-20=0/4783,18-19=0/4152,17-18=0/4152, 16-17=0/3147,15-16=0/1819 WEBS 1-29=0/1411,2-29=-1363/0,2-28=0/1067,3-28=-1040/0,3-27=0/792,4-27=-785/0, 4-25=0/501,5-25=-465/0,5-23=-63/441,6-23=-563/232,6-22=-244/325,13-15=0/1410, 12-15=-1362/0,12-16=0/1068,11-16=-1041/0,11-17=0/790,10-17=-783/0,10-19=0/508, 9-19=-478/0,9-20=-54/381,7-20=-466/206 NOTES- ,,,j1111111►►I!!!! 1)Unbalanced floor live loads have been considered for this design. `,O"-A NS A. ,i I!! 2)All plates are MT20 plates unless otherwise indicated. ♦ o •.........••.. 46) °O3) ed. 4)Recommend nd 2x6 strongbacks,on edge,spacedl plates are 4x6 MT20 unless otherwise tatt 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. � �.••\' G E N SF �'•4,• �• � Strongbacks to be attached to walls at their outer ends or restrained by other means. No 39 380 `V• i0.• ��� .,,,cc.,,,-.•. O R % .. r; ,IHS,��N A�1Sy' s• Thomas A.Albani PE No.39380 MiTek LISA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mileka connectors.This design is based only upon parameters shown.and Is for an Individual building component not a truss system.Before use,the 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 IndM dual 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/1P11 Quality Criteria,DSa-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Aiexardrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply a ► T13971660 15767T0 F03 Floor 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:34 2018 Page 1 I D:zgo0oiuAQ8g5HRW MjdZx7azyR56-1 xSdJ2fY?1356gD2t9oQ10_Qf?zsPYhtbnA5aazIwPV 0-1-8 H i 1-3-0 i I 1-0-8 Scale:3/8'=1' 4x6= 4x6= 1.5x3= 4x6= 1.5x3 I I 1.5x3 II 3x6 FP= 4x6= • 1 2 • 3 4 5 6 7 8 9 10 11 _7r \iv 23IL \/ Isss\ \ /•\ / 21 20 19 18 1• 7 6. 16 15 14 13 12 4x6= 3x6 FP- 4x6= 4x6= 4x6= I 1-6-0 I 4-0-0 6-6-0 I 12-9-8 l 15-3-8 I 17-9-8 I 19-3-8 1-6-0 2-6-0 2-6-0 6-3-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[16:0-1-8,Edge],[17:0-1-8,Edge] I LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.21 17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.28 17 >805 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.07 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:109 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=1041/0-5-8,12=1047/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1036/0,11-12=-1042/0,1-2=-836/0,2-3=-2083/0,3-4=-2857/0,4-5=-3221/0, 5-6=-3221/0,6-7=-3221/0,7-8=-2857/0,8-10=-2083/0,10-11=-834/0 BOT CHORD 19-21=0/1575,18-19=0/2570,17-18=0/3122,16-17=0/3221,15-16=0/3123,14-15=0/2570, 13-14=0/1576 WEBS 11-13=0/1254,1-21=0/1224,10-13=-1178/0,2-21=-1174/0,10-14=0/805,2-19=0/806, 8-14=-772/0,3-19=-774/0,8-15=0/456,3-18=0/455,7-15=-422/0,4-18=-422/0, 7-16=-163/431,4-17=-163/431 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. ♦,1,111111IIIIIII 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. ,,� p,S A. A I,� Strongbacks to be attached to walls at their outer ends or restrained by other means. Nb 00. ...... 4e 0j 5)CAUTION,Do not erect truss backwards. �`,��0 • . \G E N`S�.`'1.4, 0, •• i No 39380 * 7. ,.,,....„.„,...„,„• :1.41.r. moo• • • OR 1 O• �\�� ��IISiS��N Aiiii ��?���, Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 I __ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.104132015 BEFORE USE. mit Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type Qty Ply t r T13971661 15767T0 F04 Floor 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:35 2018 Page 1 I D:zgoOoiuAQ8g5HRW MjdZx7azyR56-V7??W OgAm2Byk_oERsJfHDXZt0118?10gRwe60zIwPU 0-1-8 H 1-3 0 1-3-8 i 0-�1r8 ScAlb=1:33.0 4x6= 4x6= 4x6=- 1.5)(3 1.5x3= 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 23 24 \ / \ / /\/\7\./ ii • 21 20 19 18 17 16 15 14 13 4x6= 4x6= 3x8 MT2OHS FP= 4x6= 4x6= • 1-6-0 4-0-0 6-6-0 13-0-8 15-6-8 18-0-8 19-6-8 I 1-6-0 I 2-6-0 I 2-6-0 I 6-6-8 2-6-0 { 2-6-0 1-6-0 I Plate Offsets(X,Y)-- [1:Edge,0-1-8],[11:0-1-8,Edge],[16:0-1-8,Edge],[17:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.22 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.30 16-17 >776 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.59 Horz(CT) 0.07 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:109 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:17-19,15-16. REACTIONS. (lb/size) 22=1055/0-5-8,12=1055/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1050/0,11-12=-1050/0,1-2=-848/0,2-3=-2117/0,3-4=-2913/0,4-5=-3303/0, 5-6=-3303/0,6-7=-3303/0,7-8=-2913/0,8-10=-2117/0,10-11=848/0 BOT CHORD 20-21=0/1598,19-20=0/2616,17-19=0/3190,16-17=0/3303,15-16=0/3190,14-15=0/2616, 13-14=0/1598 WEBS 11-13=0/1242,1-21=0/1242,10-13=-1191/0,2-21=-1191/0,10-14=0/824,2-20=0/824, 8-14=-792/0,3-20=-792/0,8-15=0/473,3-19=0/473,7-15=-439/0,4-19=-439/0, 7-16=-156/469,4-17=-156/469 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3) l plates are 3x4 MT20 unless 4)Riecommend 2x6 strongbacks,on otherwise edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ,`O`A PS I A. q<��,,i' Strongbacks to be attached to walls at their outer ends or restrained by other means. •• \�`• . e e �.• \)• •'•\G•E•NS• • T , No 39380 ' p� :�� �.-- LL/. C� �,��SS, N A,'��,`� Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/0312015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual balding component.not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design Into the overall balding design.Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Milt*" 8 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/11,11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.State 312,Alexandria,VA 223l4. Tampa,FL 33610 I Job Truss Truss Type Qty Ply 4 rr T13971662 15767T0 F05 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:36 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-zJZN kkgpXMJpL7N R?aquq R3rJosetbzA25f BeTzIwPT 0x8 0-48 Scale=1:32.5 3x4= 3x6 FP= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 E. e e b e o —14— e o i - 36 m 5 Z\ ' 0 aro 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4= 3x4= 3x6 FP= 3x4= 3x4= 1-6-12 1 2-10-12 1 4-2-12 I 5-6-12 1 6-10-12 18-2-12 I 9-6-12 110-10-12 I 12-2-12 I 13-6-12 114-10-12 16-2-12 I 17.6-1217/11-12 19-6-8 i 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-5-0 1-6-12 Plate Offsets(X,Y)-- [17:0-1-8,Edge],[19:0-1-8,Edge],[33:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 19 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:101 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:33-34,18-19. REACTIONS. All bearings 19-6-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)34,18,33,19,32,31,30,29,27,26,25,24,23,22,21, 20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 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. ���•�,,PS I Ar r " I/ •� •` 0M• • fie ••. • ::�.�••.\.- NSF .•2"• : No 39380 (;( ' - •; 4. •i �s••. O R \O P c...` Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 I a 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. 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/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sdety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 4 v T13971663 15767T0 F06 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:36 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-zJZNkkgpXMJpL7NR?aqugR3m?ol DtYvA25fBeTzIwPT I 1-3-0 1-9-8 Scale=1:16.2 3x4= 1.5x3 I I 3x4= 3x6= 3x6= 2 3 4 5 0 m k \ \ _ , _ . - - . 14 11 10 9 8 3x4 7 6 3x4= 1.5x3 ll 3x4= 3x4 I I 3x4 I I I 1-6-0 I 2-9-0 I 4-1-8 4412 7-3-8 I 8-9-89 I 1-6-0 1-3-0 1-4-8 b.3-4 2-10-12 1-6-0 Plate Offsets(X,Y) [2:0-1-8,Edge],[6:Edge,0-1-8],[8:0-1-8,Edgel,111:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.06 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(CT) -0.07 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 6 rt/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:53 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11.470/Mechanical,6=470/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-460/0,5-6=-469/0,1-2=-318/0,2-3=-627/0,3-4=-627/0,4-5=-323/0 BOT CHORD 9-10=0/627,8-9=0/627,7-8=0/590 WEBS 5-7=0/486,1-10=0/478,4-7=-424/0,2-10=-477/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .``• .-*•G E•0/8`eq,,,ii • • No 39380 .. T._-u . ed0,Y i CC E: • .0 (s•40R1p, C;•�. i, •0, Si . �N iiiimiti Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE 5111.7473 rev.10/03/2015 BEFORE USE Nit Design valid for use only with MITekS connectors.This design is based only upon parameters shown,arta Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k. is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply A i T13971664, 15767T0 F07 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:37 2018 Page 1 ID:zgoQoiuAQ8g5HR W MjdZx7azyR56-RW 71x4hRIgRgzHxdZHL7NecwpC3Dc?_JHIPI BvzIwPS 0-1-8 H 1-3-0 I I 2-1-0 Scale=1:16.7 1.5x3 II 3x6= 1 2 3 4 5 e •e . • / e ir.x 12 � e 1,4F = — m 1" • \ / i. • 10 9 8 7 6 1.5x3 II 1 1-6-0 2-9-0 I 4-1-8 14-6-8 I 7-7-0 I 9-1-0 1-6-0 1-3-0 1-4-8 0-5-0 3-0-8 1-6-0 Plate Offsets(X,Y) [2:0-1-8,Edge],[6:Edge,0-1-8],[8:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.07 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) -0.09 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight 53 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=480/0-3-8,6=486/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-469/0,5-6=-486/0,1-2=-335/0,2-3=-666/0,3-4=-666/0,4-5=-339/0 BOT CHORD 9-10=0/666,8-9=0/666,7-8=0/616 WEBS 5-7=0/509,1-10=0/488,4-7=-440/0,2-10=-509/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. _.,0011111/ii. „ ,”, j tt,'' .�•sOMPS A. 4;100,'4, ' •E•N .I •. No 39380 (;( mil II ull 110 'CC� i Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 mit o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10/03/2015 BEFORE USE Design valid for use oNy with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicablity of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wel( k is always required for stability and to prevent collapse with possible personal InItay 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 Truss Plate institute,218 N.Lee Street.Suite 312"Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply J + T13971665' 15767T0 F10 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:38 2018 Page 1 ID:zgoQoiuAQ8g5HR W MjdZx7azyR56-vih79Qi33zZXbRW p6_sMvs95wcNmLQOTW P81jLzI W PR 0-1-8 H I 1-3-0 I 2-0-0 0 1 8 Scae=1:21.4 4x6= 4x6= 1.5x3= 1.5x3-7-- 1 1 2 3 4 5 6 5 -11— 16 0 co 13 e 12 11 10 9 8 e 4x6= 1.5x3 II 1.5x3 I I 4x6= 12-9-0 II 12-9-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.08 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.10 11-12 >999 240 BCLL 0.0 Rep Stress'nor YES WB 0.36 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=681/0-5-8,7=681/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-677/0,6-7=-677/0,1-2=-517/0,2-3=-1175/0,3-4=-1378/0,4-5=-1175/0,5-6=-517/0 BOT CHORD 12-13=0/966,11-12=0/1378,10-11=0/1378,9-10=0/1378,8-9=0/966 WEBS 1-13=0/756,2-13=-713/0,2-12=0/350,3-12=-411/0,6-8=0/756,5-8=-713/0,5-9=0/350,4-9=-411/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. �.``��O•M N C•E•N SF •�g2�,°; No 39380 * 1::-.3),°:::-1.‹,,.1411:1.::_s.L'.."--74.-1 •L.j, • l', ;O N A�E 00 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I.7473 rev.10/03/2015 BEFORE USE - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and Is for an Individual 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 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,seeANSl/1P11 Quality Criteria,DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdldle from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply a . T13971666 15767T0 F11 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:38 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-vih79Qi33zZXbRW p6_sMvs9AjcX6LVRTW P8IjLzIwPR 18 I— Scale=1:15.5 1 3x6— 2 3 4 5 6 734115 O 4 o 17 T 14 13 12 11 10 9 8 3x4= 354= 3x4= I 1-6-12 I 2-10-12 I 4-2-12 I 5-6-12 I 6-10-12 I 8-4-8 -I 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-5-12 Plate Offsets(X,Y)-- [13:0-1-8,Edge] LOADING(psi) SPACING- 2-0-0 I CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:47 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8-4-8 oc purlins, BOT CHORD 2x4 SP No2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 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. Illitil ,,,,�OMPSI•ItA.44e No 39380 yt 0• ; 1i_4j • 0•0 i,,,,O N Al.�• �% Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND WCLUDED MIfEK REFERANCE PAGE MR-7473 rev.1093/2015 BEFORE USE Design valid for use only with Mitek®connectors.Ibis design is based only upon parameters shown,and is for an kidly dual 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 IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,election and bracing of trusses and truss systems,seeANS1/1P11 Quality Criteria,DSS-89 and SCSI Building Component Safety Information available from Inns Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply a • T13971667 15767T0 F13 Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:39 2018 Page 1 ID:zgoQoiuAQ8g5HR W MjdZx7azyR56-OuFVMmjhgHhOCb5OgiNbS3hFs0IC4vfc13u5FozIwPQ 0-1-8 H I 130 I I 1118 I Ofilta le=1:16.5 1.5x3 !1 1 2 3 4 5 12 — / \ 13 o i. 4 = • 1.5x3= • / • • \ 1- 10 9 ' 8 7 1.5x3 I I 1-6-0l 4-5-12 14-10-01 6-2-8 I 7-5-8 I 8-11-8 1-6-0 2-11-12 0-4-4 1-4-8 1-3-0 1-6-0 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[5:0-1-8,Edge],[9:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.06 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(CT) -0.08 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:52 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=473/0-3-8,6=473/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-473/0,5-6=-463/0,1-2=-333/0,2-3=-649/0,3-4=-649/0,4-5=-329/0 BOT CHORD 9-10=0/603,8-9=0/649,7-8=0/649 WEBS 5-7=0/478,1-10=0/485,4-7=-494/0,2-10=-428/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. �.0%.t,PS.1111111/1, A. A,iife, ti`Z` .• GEN S`e',1.°I No 39380 -9fir : 'O:i,,' ;ON A'� ` ' r: iS � % Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE 1 Design valid for use only with Milek®connectors.ibis design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Hate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply s • TI3971668 15767T0 F14 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:39 2018 Page 1 I D:zgo0oiuAQ8g5H RW MjdZx7azyR56-OuFVMmjhgHhOCb5OgiNbS3hLS0tL4yhc13usFozlwPQ 0/118 Scale=1:15.2 1 3x6= 2 3 4 5 6 73x4 11 • . \ -' 0 • o 0 0 1 14 13 12 11 10 9 8 3x4 II 3x4= 3x4= 1-6-12 2-10-12I 4-2-12 I 5-6-12 1 6-10-12 8-2-8 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-3-12 Plate Offsets(X,Y)-- [13:0-1-8,Edge],114:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSL DEFL- in (loc) 1/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) Na - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(CT) 0.00 13 Na Na BCDL 5.0 Code FBC2017/TPI2014 I Matrix-P Weight:46 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8-2-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) HOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-2-8. (ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. .• M. .& le 8•-.1A.".• , ? No 39380 171 ::---..° .;:i% I i��S`s;�N A�'��,`�. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 _ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MII-7473 rev.14/0312015 BEFORE USE Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with posstrle personal kyury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalable from Truss Plate Institute,218 N.lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13971669, 15767T0 FG01 FLOOR 1 1 2 .Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:41 2018 Page 1 I D:zgoQoi uAQ8g5 H R W MjdZx7azyR56-KH NGnRkxMux6SvFOo7Q3XU nVkpLKYhhvC N NyKgzI W PO 3-10-13 4-7-14 10-1-9 10-11-711-9-5 12-7-3 1 1-7-13 11919 3-1-13 33119 14-62 1 1 6-1.14 1 7-7-15 9.3.11 911557 110-0.98:2111.1a32 112-5-27 1 1 14-3-0 1 16-0-8 1 1.7.13 0--2 1-4-5 0--2 07-4 1-6-1 1-61 1-7-12 0--2 1.7-12 1-9-8 0-7-4 0-1-12 0-8-2 0-1-12 0-8-2 0-1-12 Scale=1:29.0 THIS TRUSS IS NOT SYMMETRIC, PROPER ORIENTATION IS ESSENTIAL. 2x4 I I 5x6= 4x5= 4x10= 2x4 II 7x10= 5x6= 5x6= 5x6- 2 5x6= 3 4 5 6 74x5= 8 9 10 11 i . 1 ____________ • ....„,...:;:,,,,, ....._________-7.i b74 21 20 23 19 24 18 25 17 16 26 15 27 14 28 13 29 12 5x10 MT2OHS I I THD46 12x12= 4x5= THD46 4x5= 3x8 11 7x6= 6x8= 5x6=THD46 5x6= 5x10 MT2OHS II 8x10= THD46 THD26-2 THD46 THD46 THD46 Special 3-10-13 4-7-14 10-1-9 10-11-711-9-5 12-7-3 I 1-7-13 1;9-9 3-1.13 3�3t9 14-6-2 1 1 61-14 I 7-7-15 I 9-3-11 9r5r7 1109-11 tlrl 3 1 12-57 1 I 1430 I 16-0-6 1 1-7-13 02 1-4-5 C -2 07-4 1.61 1-61 1-7-12 0--2 062 04 2 08-2 1-7-12 1-9-8 0-7-4 0-1-12 0-8-2 0-1-12 0-8-2 0-1-12 Plate Offsets(X,Y)-- [1:0-2-0,0-2-0],[2:0-2-4,0-2-8],[10:0-2-4,0-2-8],[11:0-2-0,0-2-0],[12:Edge,0-3-8],[13:0-2-0,0-2-0],[14:0-2-4,0-2-8],[15:0-2-0,0-3-0],[16:0-3-0,0-5-0], [17:0-5-12,0-1-8],[19:0-2-4,0-2-0],[20:0-6-0,Edge1,[21:0-2-12,0-5-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.31 17 >610 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.42 16-17 >448 240 MT2OHS 187/143 BCLL 0.0 Rep Stress!nor NO WB 0.71 Horz(CT) 0.05 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:216 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS`Except` TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, 9-11:2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-20:2x8 SP SS WEBS 2x4 SP No.3`Except* 6-18,1-21,5-19,2-20,4-20,11-13,6-16,10-14,9-15,7-15:2x4 SP No.1 REACTIONS. (lb/size) 22=5339/0-5-8,12=5822/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-4822/0,1-2=-5921/0,2-3=-10512/0,3-4=-10512/0,4-5=-14404/0,5-6=-17035/0, 6-7=-17190/0,7-8=-14569/0,8-9=-14569/0,9-10=-11018/0,10-11=-6247/0, 11-12=-4623/0 BOT CHORD 21-22=0/264,20-21=0/5921,19-20=0/14404,18-19=0/17035,17-18=0/18448, 16-17=0/18448,15-16=0/17190,14-15=0/11356,13-14=0/6247,12-13=0/266 WEBS 6-17=0/1899,6-18=-1819/0,1-21=0/7283,5-18=0/2064,2-21=-3725/0,5-19=-3388/0, 2-20=0/5912,4-19=0/2928,4-20=-5011/0,11-13=0/7440,6-16=-1565/0,10-13=-3592/0, 7-16=0/1733,10-14=0/5934,9-14=-2850/0,9-15=0/4138,7-15=-3260/0 `,,`,0"C,t o++�����'' NOTES ♦ O�. B ,� 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `�•,`.� G•E•N S 92 i# Top chords connected as follows:2x4-1 row at 0-4-0 oc. • •• \.' F •• , i Bottom chords connected as follows:2x8-2 rows staggered at 0-7-0 oc. No 39380 Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. - • 3)All plates are MT20 plates unless otherwise indicated. a 't3 ,� 4)Refer to girder(s)for truss to truss connections. T. ;OP 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. 0 •. 4.041.40747. ---°' Strongbacks to be attached to walls at their outer ends or restrained by other means. �. 4�' - Q P.••� �• 6)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 7-1-8 from the left end to connect truss(es)to .4, • • O R' `�• front face of bottom chord. 7)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 1-7-8 from the i���ti,. d I �O left end to 15-4-5 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. Thomas A.Alban'PE No.39380 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1037 lb down at 7-7-8 on MiTek USA,Inc.FL Cert 6634 bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard May 7,2018 ifortinued on()sae 2 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 801.7473 rev.I0/032015 BEFORE USE. mit Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. 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 East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component Tanya,6904 ParkeEast Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. np . Job Truss Truss Type Qty Ply T13971669�' 15767T0 FG01 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:41 2018 Page 2 ID:zgoiDoiuAQ8g5HR W MjdZx7azyR56-KHNGnRfaMux6SvFOo7Q3XUnVkpLKYhhvCNNyKgzIwPO LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-11=-100,12-22=-10 Concentrated Loads(Ib) Vert:17=-1037(B)21=-1037(B)23=-1037(B)24=-1037(B)25=-1128(F)26=-1037(B)27=-1037(B)28=-1037(B)29=-1040(B) ' 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE Design valid for use only with Kielce connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall buildingindicated design. Bracing i icated Is to prevent buckling of Individual truss web and/or chord members only.Addition 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/TPIT 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 • ., 713971670 15767T0 FG02 FLAT GIRDER 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.200 s Nov 30 2017 MiTek Industries,Inc. Mon May 7 12:22:34 2018 Page 1 0'1 r ID:zg6oa1 oiuAQ8g5H1RWMjdZx7azyR1 56-IHifUgfW3HHkF4nsFegoroSsWry7QuuFau29tdzlvOp 2-1-5 319-9 07.12 0.9'11 I 0 9 12 0-4812 1-9-9 0-Y7-i2 1-7-13 2-4-13 Scale=1:19.8 2x4 5x6= 204 II 2x4 II 4x5= 2x4 II 8x12= 1 15 2 16 17 3 4 18 5 19 6 20 7 4x6= e e 0 —/ . • coN 14 I e /e7 13 e— 11 104x5= 9 8 5x6= 6x8= 3x8 II 12 5x6= 4-0-11 5-10-4 10-5-8 I 2-1-5 I 3-9-3 3-101151 4-911 I 5-6-12 5r8- I 7-6-1 I 9-3-11 I 11-8-8 05.6 1-7-13 1-7.13 di-2 09-1 09-1 Oh d2 1-7-13 1-9.9 2-4-13 01-12 0-1-12 Plate Offsets(X,Y)-- 12:0-3-0,0-2-41,[7:0-3-8,0-4-0],[8:0-4-0,0-0-12],[9:0-2-0,0-2-41,111:0-2-8,0-2-81,[12:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.07 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.10 9-10 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.77 Horz(CT) 0.02 14 n/a n/a BCDL 5.0 Code FBC2017ITPI2014 Matrix-MS Wind(LL) 0.05 9-10 >999 240 Weight:179 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except BOT CHORD 2x6 SP No.1 end verticals. WEBS 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-12,7-8:2x6 SP No.2,6-9,3-11,4-10:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS, (lb/size) 12=4585/0-5-8 (min.0-2-11),14=5384/0-3-0 (req.0-3-3) Max Uplift 12=-624(LC 8),14=-960(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-309/0,2-16=-7008/1724,16-17=-7008/1724,3-17=-7008/1724,3-4=-7008/1724, 4-18=-7008/1724,5-18=-7008/1724,5-19=-4822/1183,6-19=-4822/1183,6-20=-4822/1183, 7-20=-4822/1183,8-13=-72/305,7-13=-72/305 BOT CHORD 11-12=-846/3767,10-11=-1724/7008,9-10=-1705/6931,8-9=-313/1279 WEBS 7-9=-1342/5461,2-12=-5643/1276,6-9=-1676/438,5-9=-3340/826,2-11=-1391/5131, 3-11=-3417/971,4-10=-723/194,7-14=-5595/1347 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,.01111111/1.� Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ,`,,�0 Pc, A, q �,♦, Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 4 Webs connected as follows:2x4-1 row at 0-9-0 oc. i 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 ... . N,�C'E N`SFe.• Ii♦♦i. ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ' N O 3 9380 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. • • II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 11-2-4 zone;C-C for * members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 = • 4)Provide adequate drainage to prevent water ponding. - 'O: :CC 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :• _. �-;F 1(/: 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide j Q • • ((/ will fit between the bottom chord and any other members. '� T••.�.6.-100- Q;: 7)WARNING:Required bearing size at joint(s)14 greater than input bearing size. ♦i 0 R X ••_` \ ss 8)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity ♦♦♦ss •........ ••••••• ` �` capacity of bearing surface. ♦♦♦,,��N Pt 1�0%` 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 624 lb uplift at joint 12 and 960 lb uplift at joint 14. Thomas A.Alban'PE No.39380 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)53 lb down and 23 lb up at MITek USA,Inc.FL Cert 6634 1-3-12,102 lb down and 44 lb up at 2-7-2,2410 lb down and 1037 lb up at 4-1-8,1613 lb down and 694 lb up at 6-0-12,and 1613 6904 Parke East Blvd.Tampa FL 33610 lb down and 694 lb up at 8-0-12,and 1613 lb down and 694 lb up at 10-0-12 on top chord. The design/selection of such Date: connection device(s)is the responsibility of others. May 7,2018 • mll... nr....aa� yor --•- e.4= 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1003/2015 BEFORE USE. • Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the appllcabflN 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 MTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 6904 Parke East Blvd. fabdcatkm,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPI I Cuddy Criteria,DSB-89 and BCSI Building Component Soley Information avc ilcmle from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • T13971670 15767T0 FG02 FLAT GIRDER1 2 IJob Reference(optional) Budding Component Supply,Jacksonville,Fl 32256 8.200 s Nov 30 2017 MiTek Industries,Inc. Mon May 7 12:22:34 2018 Page 2 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-I HifUgf W 3HHkF4nsFegoroSsW ry7QuuFau29tdzlvOp LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-224,8-12=-10 Concentrated Loads(lb) Vert:3=-2410 15=-53 16=-102 18=-1613 19=-1613 20=-1613 1 _ f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekS connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall budding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.AdcAtlonal 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 regarding We fabrication,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. 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 a . T13971671 ' 1576770 FG03 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:43 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-GfUOC7mCuW BghCPnvYSXcvsOZdAFOhuCfhs3OZzIwPM 2-4-7 I-6 3-5-12 I 4-5-5 7-) 6-11-8 2-4-7 0-1-1 0-11-9 0-11-9 0-1-1'2 2-4-7 Scale=1:13.2 3x4= 1 3x4= 2 2x4 1 1 3 2x4 I I 4 I. THD46 THD46 THD46 3x4= 8 9 7 10 6 11 5 3x4= 2x4 „ 2x4 II 2-4-7 -6- 3-5-12 I 4-5-5 7• 6-11-8 2-4-7 0-1-12 0-11-9 0-11-9 0-1-12 2-4-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.01 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(CT) -0.02 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:77 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=991/Mechanical,5=1138/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-846/0,1-2=-1317/0,2-3=-1317/0,3-4=-1317/0,4-5=-843/0 BOT CHORD 6-7=0/1317 WEBS 4-6=0/1430,1-7=0/1443 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 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Refer to r(s)for truss to truss connections. 5) Recommend l e2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. `,,`,`,,p A. •,q•Z',, Strongbacks to be attached to walls at their outer ends or restrained by other means. . & •i 6)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-4 from the ,�•���•' G E N s' 44 , left end to 5-10-4 to connect truss(es)to front face of bottom chord. •• \-. 7)Fill all nail holes where hanger is in contact with lumber. No 39380 • LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 = Uniform Loads(plf) ' i 5.• ..-0i/• ; LC/Z. Vert:1-4=-100,s(lb) 5-8=10 i ' i01, �j Concentrated Loads(Ib) 0 ��" �� Vert:9=-476(F)10=-460(F)11=-460(F) • %,/<‘`"111'..--4• 0 R ,Q • \ .% x''//,5,,0 N A`�' Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MS-7473 rev.10103/2015 BEFORE USE Design valid for use only with Mileke 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 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 properly damage. For general guidance regarding the fabricatfOn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCS!Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply i r TI3971672i, 15767T0 FG04 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:43 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-GfUOC7mCuW BghCPnvYSXcvsy_d3Y0caCfhs3OZzlwPM 1-10.5 3-6-14I 5-3-7 5[5.3 6-1-12 1 6-10 -5 7T0i1 8-8-10 I 10-5-3 1 12-3-8 1-10-5 1-8-9 1-8-9 0- -12 0-8-9 0-8 -9 0- - 2 1-8-9 1-8-9 1-10-5 Scale=1:20.8 2x4 II 2x4 I' 4x5= 4x5= 4x6= 4x6— 2 4x5 3 4x5 4 5 6 7 8 • L .. e, ' --,, ,,,.., . 1 _ _ —'s - •_ _ _ _ _ _ L__ , I , _. I , _., 17 15 18 14 19 13 20 124x5= 11 21 107x6= 2x4 II JUS24 7x6= JUS24 7x6= THD26-2 4x5= THD46 7x6= THD46 2x4 II Special THD26-2 1-10-5I 3-6-14 I 5-3-7 515/3 6-1-12 16-10-5 7 1 8-8-10 10-5-3 I 12-3-8 1-10-5 1-8-9 1-8-9 0-'I-12 0-8-9 0-8-9 0-4-12 1-8-9 1-8-9 1-10-5 Plate Offsets(X,Y)— [1:0-2-4,0-2-0],[8:0-2-4,0-2-0],[9:0-2-0,0-1-4],[10:0-3-0,0-4-8],[11:0-3-0,0-4-8],[14:0-3-0,0-4-8],[15:0-3-0,0-4-8],[16:0-2-0,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.09 12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.15 12 >962 240 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017ITPI2014 Matrix-MS Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-10,1-15,7-11,2-14,6-12,3-13:2x4 SP No.2 REACTIONS. (lb/size) 16=2576/0-3-8,9=3266/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-2276/0,1-2=-2968/0,2-3=-5261/0,3-4=-6874/0,4-5=-6874/0,5-6=-6874/0, 6-7=-6623/0,7-8=-4020/0,8-9=-3077/0 BOT CHORD 14-15=0/2968,13-14=0/5261,12-13=0/6874,11-12=0/6623,10-11=0/4020 WEBS 8-10=0/4843,1-15=0/3563,7-10=-2055/0,2-15=-1867/0,7-11=0/3259,2-14=0/2871, 6-11=-395/0,3-14=-1351/0,6-12=0/437,3-13=0/2141,4-13=-251/0 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 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ,'�ta�tiII I I I h1 g, 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 ,,� p,S A. q I,� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. %• M. 4e '' 3)Unbalanced floor live loads have been considered for this design. ��,<�``•• G E N s`-.14,,• 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. �� • V ' ••. / • Strongbacks to be attached to walls at their outer ends or restrained by other means. • : No 39380 5)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 9-2-8 from the left end to connect truss(es)to • front face of bottom chord. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-4 from the _ • left end to 3-0-4 to connect truss(es)to back face of bottom chord. = " : , ; X 7)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 4-7-8 from the left end to connect truss(es)to i1 4 • • back face of bottom chord. i �y ��(/`� 8)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 3-10-4 oc max.starting at 6-7-12 from %'‘ , 4 O R ,0•P. % the left end to 10-6-0 to connect truss(es)to back face of bottom chord. ���S•'•........ �?�� 9)Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)712 lb down at 8-6-0 on i���/S;O N'',%%* bottom chord. The design/selection of such connection device(s)is the responsibility of others. Thomas A.Albani PE No.39380 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 Continued on Daae 2 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual bolding component.not a truss system.Before use.the bullring 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 M i lT e k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPII 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 T13971672 1576710 FG04 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:43 2018 Page 2 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-GfUOC7mCuW BghC PnvYSXcvsy_d3Y0caCfhs3OZzIWPM LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-8=-100,9-16=-10 Concentrated Loads(Ib) Vert:10=-712(B)11=-712(B)17=-376(B)18=-375(B)19=-654(B)20=-712(B)21=-981(F) � I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M&7473 rev.101032015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milk*" 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 buss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • T13971673 1576710 FGoS Flat Girder 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.200 s Nov 30 2017 MiTek Industries,Inc. Mon May 7 12:23:56 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-u2ffitfylTc54h3d2sl FA5rwkvzbdl kJRevVmszlvNX 1-4-12 5-3-8I 7-11-4 81108-10-8 1 9-8-09-9-02 11-2-8 I 13-8-8 I 16-6-0 1-4-12 3-10-12 2-7-12 0-1-i20.9.8 0.9.80-I.12 1-4-12 2-6-0 2-9-8 Scale=1:27.6 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4x10= 2x4 I I 6x6= 1 19 2 20 21 3 4 5 6 22 7 8 i _ E' V7 o — E . N. N 1 zz 7 1 17 16 23 15 14 13 12 11 10 9 18 2x4 I I 2x4 11 2x4 11 5x6= 2x4 11 8x10= 1-4-12 4-0-8 66-8 7-17d B,1,08-toe 9-8-09-9-p2 12-5-8 14-11-8 16-6-0 1-4-12 I 2-7-12 I 2-6-0 I 1-4-12 0-012 0-9-8 0.9-BO--12 2-7-12 1 2-6-0 I 1-6-8 I Plate Offsets(X,Y)-- 115:0-5-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.10 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.15 13 >999 240 BCLL 0.0 * Rep Stress!nor NO WB 0.61 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.06 13 >999 240 Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=2444/0-5-8 (min.0-1-8),9=1202/Mechanical Max Uplift 18=-214(LC 4),9=-276(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-18=-2236/201,1-19=-1931/255,2-19=-1931/255,2-20=-4271/685,20-21=-4271/685, 3-21=-4271/685,3-4=-4457/824,4-5=-4187/837,5-6=-4187/837,6-22=-2767/596, 7-22=-2767/596,7-8=-1123/242,8-9=-1113/261 BOT CHORD 16-17.538/3839,16-23=-538/3839,15-23=-538/3839,14-15=-814/4488,13-14.837/4187, 12-13=-837/4187,11-12=-751/3512,10-11=-478/2080 WEBS 1-17=-363/2551,2-17=-2744/406,8-10=-306/1450,2-15=-220/588,7-10=-1377/340, 3-15=-312/206,7-11=-1901988,6-11=-1071/254,4-14=0/368,6-12=-155/919, 4-13=-408/85 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,,, 111 lit ill, Top chords connected as follows:2x4-1 row at 0-9-0 oc. �♦ A i Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ♦♦SOM.........Ade �j,, Webs connected as follows:2x4-1 row at 0-9-0 oc. ♦♦ 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ♦♦♦k.•'\.,�C'E •` �.". "•°• • ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .. N O 39380 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. :: • II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 * 4)Provide adequate drainage to prevent water ponding. - 5)All plates are 4x5 MT20 unless otherwise indicated. •••:,-p". :CC= 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :• ::.1 io F IL 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 1.Q • `r y� 4/. will fit between the bottom chord and any other members. °• T• 4 O ti"....��♦♦♦ 8)Refer to girder(s)for truss to truss connections. e ` O R 1 ••• 9)joint g Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 214 lb uplift at joint 18 and 276 lb uplift at 1,,�s�p N Al.'�,,`�`,♦ 10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. Thomas A.Albani PE No.39380 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)317 lb down and 89 lb up at MiTek USA,Inc.FL Cert 6634 1-7-12,and 607 lb down and 170 lb up at 2-10-4 on top chord,and 376 lb down and 105 lb up at 3-0-0 on bottom chord. The 6904 Parke East Blvd.Tampa FL 33610 design/selection of such connection device(s)is the responsibility of others. Date: LOAD CASE(S) Standard May 7,2018 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.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 trusses and truss systems,seeANSI/IPI t Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satiety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Typer Qty Ply 1 T13971673 15767T0 FG05 Flat Girder 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.200 s Nov 30 2017 MiTek Industries,Inc. Mon May 7 12:23:56 2018 Page 2 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-u2ffitfylTc54h3d2slFA5rwkvzbdl kJRevVmszlvNX LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-20=-224,8-20=-100,9-18=-20 Concentrated Loads(Ib) Vert:2=-607 19=-317 23=-376(B) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-20=-204,8-20=-80,9-18=-20 Concentrated Loads(Ib) Vert:2=-506 19=-264 23=-313(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-20=-144,8-20=-20,9-18=-40 Concentrated Loads(lb) Vert:2=-304 19=-159 23=-188(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-80,20-22=44,8-22=22,9-18=-10 Concentrated Loads(lb) Vert:2=170 19=89 23=105(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-102,20-21=22,8-21=44,9-18=-10 Concentrated Loads(Ib) Vert:2=170 19=89 23=105(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) • Vert:1-20=-145,8-20=-21,9-18=-20 Concentrated Loads(Ib) Vert:2=-240 19=-126 23=-149(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-145,8-20=-21,9-18=-20 Concentrated Loads(Ib) Vert:2=-240 19=-126 23=-149(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-93,8-20=31,9-18=-10 Concentrated Loads(Ib) Vert:2=106 19=55 23=66(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-108,8-20=16,9-18=-10 Concentrated Loads(Ib) Vert:2=30 19=16 23=19(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-145,8-20=-21,9-18=-20 Concentrated Loads(Ib) Vert:2=-240 19=-126 23=-149(B) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-145,8-20=-21,9-18=-20 Concentrated Loads(Ib) Vert:2=-240 19=-126 23=-149(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-20=-144,8-20=-20,9-18=-20 Concentrated Loads(Ib) Vert:2=-202 19=-106 23=-125(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-205,8-20=-81,9-18=-20 Concentrated Loads(ib) Vert:2=-534 19=-279 23=-331(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(pit) Vert:1-20=-205,8-20=-81,9-18=-20 Concentrated Loads(Ib) Vert:2=-534 19=-279 23=-331(B) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-205,8-20=-81,9-18=-20 Concentrated Loads(Ib) Vert:2=-534 19=-279 23=-331(B) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 VI I NayV a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE- Design valid for use only with Milek®connectors.This design is based only upon porameters shown,and Is for an htdivldual building component riot 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 Mai*" ei• 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/Wlt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 • • T13971673 15767T0 FGOS Flat Girder 1 2,Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.200 s Nov 30 2017 MiTek Industries,Inc. Mon May 7 12:23:56 2018 Page 3 I D:zgo00iuAQ8g5HRW MjdZx7azyR56-u2ffitfylTc54h3d2sl FA5rwkvzbdl kJRevVmszlvNX LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-20=-205,8-20=-81,9-18=-20 Concentrated Loads(Ib) Vert:2=-534 19=-279 23=-331(B) 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M7-7473 rev.19532015 BEFORE USE Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown.and Is for an kndMdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPl l Quality Crtieda,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 • • TI3971674 15767T0 FG06 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:45 2018 Page 1 2 I D:zgoQoiuAQ8g5HR W-11-5SMjdIZx7azyR56-C2cndpnSP7RYxWZ91 zU?hKxLuQpVUYuV7?LATRzIwPK 2-7-77-8- I1 2-7-7 0112 11-1 1-1-1 0!1- 2 2-7-7 Scale=1:14.5 3x5= 1 3x5= 22x4 II 32x4 II 4 _ _A i r THD46 THD46 _ THD46 $ 9 7 10 6 3x5 11 5 3x5= 2x411 2x4 2 7-7 0-1-12 110 4 1-1 1 0-12 2-7-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT) -0.04 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 807 CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=1460/0-5-8,5=1492/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-1245/0,1-2=-2219/0,2-3=-2219/0,3-4=-2219/0,4-5=-1247/0 BOT CHORD 6-7=0/2219 WEBS 4-6=0/2373,1-7=0/2380 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 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Refer to r(s) r truss to 5)Recommende2x6 strongbacks truss edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ,,••.,C) ONS A,14, e, Strongbacks to be attached to walls at their outer ends or restrained by other means. i 6)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-11-8 from the `s`�.c .•• C,•E•N S`••• A -. left end to 5-9-12 to connect truss(es)to back face of bottom chord. •• 7)Fill all nail holes where hanger is in contact with lumber. No 39380 LOAD CASE(S) Standard = • 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 _ • Uniform Loads(plf) ►'O . ��, Vert:1-4=-100,5-8=-10 •• /�•'a-,..S _ Concentrated Loads(Ib) i 0 •`ry�i� ;•.�� Vert:9=-712(B)10=-712(B)11=-712(B) '. O Fi 1�.•'• �`` i,,is`s/ONA��E�C,,, Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE Design valid for use only with MITeka connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milt*" k 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/1Pl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Padre 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 a • T13971675 15767T0 FT01 Flat 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:46 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-gEA9g9o4ARZOYg8Mag?EEYUSngDW D3UeMf4j?uzlwPJ 2-6-8 4-6-8 5-10-4 7-1-8 9-1-8 11-8-8 2-6-8 I 2-0-0 I 1-3-12 I 1-3-4 I 2-0-0 I 2-7-0 Scale=1:21.0 2x4 II 4x5= 2x4 I 2x4 I 4x5= = 1 2 i3 4 5 6 1 _ e 41I m N i� 12 4 e e e 8 4x5= 04x5-= 4x5= 4x5= 4-6-8 5-10-4 7-1-8 11-8-8 4-6-8 I 1-3-12 I 1-3-4 I 4-7-0 Plate Offsets(X,Y)-- [6:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.02 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(CT) -0.03 9-10 >999 240 BCLL a0 * Rep Stress Incr YES WB 0.22 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-AS Wind(LL) 0.01 8 >999 240 Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=686/0-5-8,12=649/0-3-0 Max Uplift 10=-192(LC 8),12=-182(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-810/221,3-4=-810/221,4-5=-810/221,7-11=-141/551,6-11=-141/551 BOT CHORD 9-10=-167/553,8-9=-221/810,7-8=-169/561 WEBS 2-10=-746/235,2-9=-80/384,5-8=-78/371,5-7=-674/214,6-12=-665/186 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-3-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,`SII I I I I I Ii,,,� 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 . ,`% -A p„S A. A III will fit between the bottom chord and any other members. .• O`er, �e Ij� 5)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ���*<%• ••• G E N S+•• '92 �� capacity of bearing surface. • \' ' •••• •- i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 192 lb uplift at joint 10 and 182 lb uplift 0. .�. No 39380 at joint 12. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 7.'0: �� �:C r. i� ' .04-177% .i e••O•• (cam II,,�O i'ri o- sin Iwo- Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 A _ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII.7473 rev.10N32015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component not y a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 T13971676'' 1576770 FT02 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:47 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-9RkX1 VpixkhFAgiY8NXTnIOeIEPPyPhnaJgHXKzIwPI I 2-9-8 I 5-36 I 7-11-4 811728-10-8 1 9-8-09-Q-�1 2 11-2-6 1 13-8-8 I 166-0 I 2-9-8 2-6-0 2-7-12 o-1-5za9-8 a&6 o-1-1z 1-4-12 2-6-0 2-9-8 Scale=1:27.8 3.0012 2x4 II 1__________------------- 2x4 11 72= s s - i ' N77V 20 1 o o :VTNN7 21 z a zzyNN �T ----------------------—NNNN . Z NNN-NY/-7. 0 I I- 17 16 15 14 13 12 11 18 2x4 II 7x6= 2x4 II 10 5x6= THD26 2x4 II I 4-0-8 I 6.8.8 1 7-11-4 8110 8-10-8 1 9- 8-0 9-9-p 12-5-8 1 14-11-8 1 16-6-0 1 4-0-8 2-6-0 1-4-12 0-'1-'120-9 0-9-8 0--2 2-7-12 2-6-0 1-6-8 Plate Offsets(X,Y)-- (3:0-3-0,0-3-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.14 14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.23 14 >837 240 BCLL 0.0 * Rep Stress Incr NO WB 0.68 Horz(CT) 0.06 10 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.10 14 >999 240 Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, 3-9:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. 10-16:2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1069/Mechanical,18=1423/0-5-8 Max Horz 18=187(LC 12) Max Uplift 10=-250(LC 9),18=-104(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2992/479,4-5=-3493/606,5-6=-3458/691,6-7=-3458/691,7-8=-2408/521, 8-9=-996/216,9-10=-1026/246 BOT CHORD 17-18=-370/2335,16-17=-385/2443,15-16=-585/3441,14-15=-691/3458, 13-14=-691/3458,12-13=-641/2944,11-12=-428/1835 WEBS 9-11=-278/1294,3-16=-197/764,8-11=-1206/304,4-16=-663/218,8-12=-140/824, 7-12=-771/179,7-13=-91/700,6-13=-371/78,3-18=-2601/203 NOTES- 0111111i/II 1)Unbalanced roof live loads have been considered for this design. .0 .k p,,S A. A,I, ♦♦ ♦ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. ,• 61 11;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-7-12,Interior(1)2-7-12 to 16-4-4 zone;end vertical ,•%is •••••C•E•N s▪*• • l',/,*♦♦ left 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. No 39380 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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. i 'O �, ; CC r. 7)Refer to girder(s)for truss to truss connections. i `1 04j? ! : Q 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 250 lb uplift at joint 10 and 104 lb uplift 0 (00�.� V"..** �; at joint 18. ♦♦ O R 1Q•• ". s 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 3-0-0 from the left end to connect truss(es)to 10)front face of top F II all nail holeshord.where hanger is in contact with lumber. ♦♦♦♦,IS 1,N A' ��• ``, LOAD CASE(S) Standard Thomas A.Albani PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-2=-100,3-9=-100,10-18=-20 Date: May 7,2018 Continued on nage 2 k I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1603/2015 BEFORE USE mff- Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an Urdldual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possbie personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP1 I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tamps,FL 33610 IJob Truss Truss Type Qty Ply i - T13971676 15767T0 FT02 Half Hip 2 1 • Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:47 2018 Page 2 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-9RkX1 VpixkhFAgiY8NXTnIOeIEPPyPhnaJgHXKzIwPI LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:19.-547 • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.10/032015 BEFORE USE Design valid for use only with Mitek®connectors.'this design 5 based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrv.:atkon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Qualify Criteria,DSB-89 and BCS/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 i • T13971677, 15767T0 FT03 Half Hip 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:48 2018 Page 1 I D:zgo0oiuAQ8g5HRW MjdZx7azyR56-ddlvFrgKi2g6ozHki52iJyZpuekLhsaxpzZq4mzIwPH 9-8-8 10-2-12 2-9-8 l 5-3-8 1 7-9-8 1 9-2d 9i4�0 10-1 I 11-7$ I 14-1$ I 16-11-0 2-9-8 2-6-0 2-6-0 1-4-12 a-2 bol 1.4-12 2-6-0 2-9-8 0-4-8 0-1-12 Scale=1:29.4 3.00 12 2x4 II ij, ,,,:,:. 11.0 SO 1 _ 1. 2x4 11 8x12— 6 9 3 s1 20 • � 7 1 2 /`/� /// / �///N / a _ c � o 17 16 15 14 13 12 11 18 2x4 I I 7x6 2x4 I I 10 5x6= 2x4 11 9-8-8 10-2-12 4-0-8 6&8 7-9$ 9-2-4 9�4�0 to-i-c 12-10-8 15-4-8 16-11-0 4-0-8 l 2-6-0 1 1-3-0 I td-12 0--2 4- I 2-7-12 I 2-6-0 I 1-6-8 1 0-4-8 0-1-12 Plate Offsets(X,Y)-- [3:0-3-4,0-4-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.15 14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0.26 14 >781 240 BCLL 0.0 * Rep Stress Incr NO WB 0.70 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2017/fPI2014 Matrix-MS Wind(LL) 0.11 14 >999 240 Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, 3-9:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. 10-16:2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 10=1091/0-5-8,18=1451/0-5-8 Max Horz 18=187(LC 12) Max Uplift 10=-255(LC 9),18=-108(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-3074/489,4-5=-3620/626,5-6=-3602/718,6-7=-3602/718,7-8=-2471/537, 8-9=-1020/222,9-10=-1048/251 BOT CHORD 17-18=-375/2386,16-17=-390/2495,15-16=-599/3550,14-15=-718/3602, 13-14=-718/3602,12-13=-662/3031,11-12=-438/1879 WEBS 3-18=-2657/209,9-11=-285/1326,3-16=-203/803,8-11=-1235/311,4-16=-701/224, 8-12=-146/851,7-12=-804/185,7-13=-1041779,6-13=-419/92 NOTES- ,, 111111,1tI,, 1)Unbalanced roof live loads have been considered for this design. ,0_t PCS A. l�4.� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,� or.......... �en.jam II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-7-12,Interior(1)2-7-12 to 16-9-4 zone;end vertical ,���� \G E N S+•- '7j) • left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 V F•.•.i�• 01. 3)Provide adequate drainage to prevent water ponding. • N O 39380 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide — will fit between the bottom chord and any other members. = - i ; tr 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 255 lb uplift at joint 10 and 108 lb uplift :Ir. C� % Lu at joint 18. ��•�_— 105‘7.1*** 4/, LOAD CASE(S) Standard iii�s•'• • O R I-.`.--�, , 1)Dead e d+Roof oads e(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,die /O N A',11111,,; `%- m Vert:1-2=-100,3-9=-100,10-18.-20 Concentrated Loads(Ib) Thomas A.Alban'PE No.39380 Vert:19=-547 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 9 9 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MF7473 rev.10032015 BEFORE USE mit Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall boring design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k 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,see.ANSt/WI l Quality Criteria,D58-89 and SCSI 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 Qty Ply • TI3971678I 15767T0 HJO3 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:49 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-5ps HSAgzTMyzP7sxGoZxsA63y175QT642dJOcCzIwPG 2-8-1 5-4-2 7- 2-8-1 2-8-1 3- 2.12 rIW Scale=1:23.2 NAILED 3 4 3x4 - • 2A 'u 2x4 1 f♦ IL� N S p I I II' i 1 — i l 1:i:• Io 8 NOM , NAILED 6 7 NAILED 5 3x4-=-- NAILED 3x4= 0-9-6 5-4-2 0-6-6 5-3-12 r3ig LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.22 6-7 >289 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.19 6-7 >341 180 BCLL 0.0 • Rep Stress[nor NO WB 0.04 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=318/Mechanical,7=241/0-7-0 Max Horz 7=115(LC 8) Max Uplift 5=-404(LC 4),7=-203(LC 4) Max Gray 5=329(LC 25),7=256(LC 27) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);end vertical left 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 404 lb uplift at joint 5 and 203 lb uplift at joint 7. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. ,%0% NS a A. 4 'it, 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). s• OM ..••••..•�4,6i1..7".:/,„:" %,_,:.0j� LOAD CASE(S) Standard �,`'.•••\'`G E N S�.'9 I 2„ ��� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25NO 39380 • Uniform Loads(pit) f Vert:1-3=-60,3-4=-20,5-7=-20 Concentrated Loads(lb) - • 0 Vert:6=-105(B)8=-38(F=-1,B=-37) •:. O••• _-r�i1 •• 4;4.7 P• .% .e, kyr•."�R�. •• ST•S i���s,�N Al-E�tS% Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 I A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.10/03/2015 BEFORE USEI- Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek• is always required for stability and to prevent collapse with possble personal Injury and properly 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 information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,EL 33610 Job Truss Truss Type Qty Ply a s 113971679, 15767T0 HJO4 Diagonal Hip Girder . 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:49 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-5psHSAgzTMyzP7sxGoZxsA6yO19oQTk42dJOcCzIwPG 5-7-2 I 5-7-2 Scale=1:14.1 2 J- 3.54 12 Id ,J NAILED 7 a r\ j N N 1 d • 1 8 3 3x6 II NAILED NAILED 3x4= 5-7-2 5-7-2 Plate Offsets(X,Y)-- [1:0-0-0,0-1-7],[1:0-1-14,0-6-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.10 3-6 >694 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.13 3-6 >513 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=152/Mechanical,3=97/Mechanical,1=249/0-7-0 Max Horz 1=67(LC 21) ' Max Uplift 2=85(LC 8),3=-26(LC 8),1=83(LC 8) Max Gray 2=152(LC 1),3=105(LC 3),1=249(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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. ,,�r,01 I 111II si�� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 2,26 lb uplift at joint 3 ,.4% NS A, A 1,� and 83 Ib uplift at joint 1. N• 00, <e 0,� 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. N% \)•..•. C•E•N s'.qjG/ice'' 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 ;13 NO 39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) • ^Vert:1-2=-60,3-4=-20 �l CC E.: Concentrated Loads(Ib) •' ;� `' .• � Vert:8=-56(F=-10,B=-46) . • 0���ii' 4./ 0/ie t9 ..OR\.• G`s. • ��i�i�S/0,%11111111,:m_ O N AI � ��s• • Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE 1 ... Design valid for use only with Wok®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 briding design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 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. Safety Information avaYable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • s T13971680 15767T0 HJ24 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:50 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-ZOQggWrbEf4g1 HR7pW4AONe77RV19w_EGH2x8fzIwPF 5-7-2 5-7-2 Scale=1:14.1 2 3.54 12 NAILED 7 N ri N t\ O 1 • 1 ' *. 8 3 3x6 I I NAILED NAILED 3x4= 5-7-2 5-7-2 Plate Offsets(X,Y)-- [1:0-0-0,0-1-71[1:0-1-14,0-6-15] 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 0.52 Vert(LL) 0.10 3-6 >693 240 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.13 3-6 >513 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 rite n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=152/Mechanical,3=97/Mechanical,1=249/0-7-0 Max Horz 1=67(LC 8) Max Uplift 2=-85(LC 8),3=-26(LC 8),1=-83(LC 8) Max Gray 2=152(LC 1),3=105(LC 3),1=249(LC 1) 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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. , %111111Iii 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 2,26 lb uplift at joint 3 `,,�, ,S A. A� lei' and 83 lb uplift at joint 1. , fit B i, 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. � •.��G•E•N s' �.;• 92� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ss � • • LOAD CASE(S) Standard No 39380 • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(plf) * Vert:1-2=-60,3-4=-20 "[7 • ' Concentrated Loads(Ib) •. 72- . , : £(J Vert:8=-56(F=-10,B=-46) �� • �� '• ., • • OR ,• \ •. kyi /,till Thomas A.Albani PE No.39380 MrTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 � 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual buNding component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall, buidrg 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13971681 15767T0 HJ24A DIAGONAL HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:51 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-1 Cz2tssD?zChfROJN DbPxbBJMrr8uNDNVxoUg5zIwPE 5-7-2 II 5-7-2 Scale=1:10.9 2 2.12 12 NAILED ' m od' 7 Io— 1 m m N 1 r I I fari 3x8 18 3 ♦ NAILED NAILED 3x4= 0-3-8 5-7-2 II 0-3-8 I 5-3-10 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-3-3,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (hoc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.12 3-6 >553 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.12 3-6 >561 180 BCLL 0.0 * Rep Stress Ina NO WB 0.00 Horz(CT) -0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=150/Mechanical,3=101/Mechanical,1=251/0-4-15 Max Horz 1=52(LC 17) Max Uplift 2=-116(LC 4),3=83(LC 4),1=-i84(LC 4) Max Gray 2=150(LC 1),3=102(LC 3),1=251(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch 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. ,,t�1 i I I i I i g1,�� 4)Refer to girder(s)for truss to truss connections. ,,� PS A. A its 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 116 lb uplift at joint 2,83 lb uplift at joint �' O`v` ..4,9 .jam, 3 and 184 Ib uplift at joint 1. ♦z.A.Z`..•\G E N S�•..4,� ., 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. • 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 39380 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) : 'O 1, ' Vert:1-2=-60,3-4=-20 . .� Concentrated Loads(Ib) :::::530.%T• ..iii %K . ,♦♦ Vert:8=-59(F=-46,B=-13) �i Q�.•' � i,�'//I /0• NM-,-.00 .iiiiii • Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4411-7473 rev.10932015 BEFORE USE. pm Design valid for use only with Mick®connectors.This design Is based only upon parameters shown,and Is for an individual buNding 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 IndMdual truss web and/or chord members only.Additional temporary and permanent bradng MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding ane fabrication,storage,delivery,erection and bracing of busses and friss systems,seeANSI/1Pi I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street Sulfe 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I , r 113971682 115767T0 HJ54 Diagonal Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:52 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-VOXQ5CtrmHKYGbbVxx6eUokUVFCUdgT W kbX2DXzIwPD I 5-7-2 5-7-2 Scale=1:14.8 I 2 3.5412 ;( I NAILED 9 r\ N ri — N r\ N O 1 10 3 NAILED NAILED 3x4= 3x611 1044 5-7-2 0-4-4 5-2-14 Plate Offsets(X,Y)-- [1:0-0-0,0-1-7],[1:0-1-14,0-6-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lora) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.08 3-8 >866 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.10 3-8 >665 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=144/Mechanical,3=89/Mechanical,1=266/0-4-4 Max Horz 1=67(LC 8) Max Uplift 2=-82(LC 8),3=23(LC 8),1=-89(LC 8) Max Gray 2=144(LC 1),3=99(LC 3),1=266(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottomchord 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 5) Refer to Provide mechanicaler(s) rcon connection b connections. truss to bearingplate capable of withstanding82 lb uplift at 2,23 lb uplift at joint 3 ,,`,,`,SPS I A..i Ii,,e ( y ) P P jointP 1 and 89 lb uplift at joint 1. ,S -M..••E••., e,9 o. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. ,�,�•.• \C N s•'.• 2 ,� 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 NO 3• *9380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ; Uniform Loads(plf) • Vert:1-2=-60,3-4=-20 -0 • �� .CC r. Concentrated Loads(Ib) . ". J j7�•F ::��� Vert:10=-56(F=-46,B=-10) i 0.• `!�� 4 9. •171,,,S,O N A�i�?ss, • Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MN-7473 rev.10,113/2015 BEFORE USE. Design valid for use oily with Mnek®connectors.This design is based only upon parameters shown,and Is for an individual building component.notes a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall bring design. Bracing indicated is to prevent budding of Individual truss web and/or chord members oily.Additional temporary and permanent bracing MiTek• is always required fa stability and to prevent collapse with possible personal Inlray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,seeANSI/1PI1 Quality Criteria,DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdtable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • " T13971683. 15767T0 J01 Corner Jack 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:52 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-V0XQ5CtrmH KYGbbVxx6eUokbHFJudgTW kbX2DXzIwPD 1-10-15 1-10-15 Scale=1:9.8 5.00 FIT 2 • 1 Pr 0111141 • II 3 3x4= 1-10-15 I 1-10-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] 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 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Inc/ YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 I Matrix-MP Weight:71b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=46/Mechanical,3=30/Mechanical,1=76/0-5-8 Max Horz 1=32(LC 12) Max Uplift 2=-26(LC 12),3=5(LC 12),1=-8(LC 12) Max Gray 2=46(LC 1),3=34(LC 3),1=76(LC 1) 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=5.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ‘‘‘011111/11/1 11Itlt11/I 4)Refer to girder(s)for truss to truss connections. `�� p g A. A 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,5 lb uplift at joint 3 •• � . .• . `e9 and 8 lb uplift at joint 1. \>`•'•• GEN S•-•'• • • No 39380 tit ro b/0NA, 'o"‘ Io Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Mak' 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 trusses and truss systems,seeANSU1P1 t 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,Alexa drla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 TI3971684 15767T0 J01A Corner Jack 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:53 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-zb5olYtTXaSPulAiVedt00GmKffUMHjgzFHbl_zIwPC I 1-4-1 1-4-1 5.00 12 r Scale=1:8.5 2 01 :__ --., v ,....,..PPPi ,..immr, „3x6 II 3 3x4= 1-4-1 I 1-4-1 I Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=30/Mechanical,3=23/Mechanical,1=53/0-5-8 Max Horz 1=23(LC 12) Max Uplift 2=17(LC 12),3=-7(LC 12);1=-4(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. % 4 Refer to truss to ons. 5) Provide mechanicals) rconnecti nu(byothers)ss truss to bearing plate capable of withstanding17 lb uplift at 2,7 lb uplift at joint 3 ,`�•�`,`PS:AIN!r ���', ) 9P P jointP J and 4 Ib uplift at joint 1. �, .............,T ,��i • No 39380 1:.53.• t.41.0210r,,i,.• :LU:: 76;,•..OR\• `�� Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MI1-7473 rev.10103/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an Individual building component.not a truss system.Before use,the 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 I fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSU1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.lee Street,Suite.312,Alexandrta,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply • - T13971685 15767T0 J02 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:54 2018 Page 1 I D:zgoQoiuAQ8g5 H R W MjdZx7azyR56-RnfAVuu5l uaG W vl u2M 96ZDpvo2zC5kzp BuO8HQz1 W P B 1-10-15 2-1-1 1 1-10-15 10-2-21 Scale=1:9.7 5.00 rTi 2 (3)-0.131x3.5" TOENAILS • 1 1111 ikco3 s II 3x4 1-10-15 2-1-1 1-10-15 10-2-21 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSL DEFL- in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 rt/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=74/Mechanical,1=81/0-5-8 Max Horz 1=43(LC 12) Max Uplift 3=-49(LC 12),1=-14(LC 12) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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. ,�‘111111111,,� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 14 lb uplift at ,,��� PSJ A. A'lie joint 1. i" '. B No 39380 * FS'•.•O R10 •• Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.1003/2015 BEFORE USE. to Design valid for use only with MiTek®connectors.This design k based only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate 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* ek• k 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/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty Ply • T13971686 15767T0 JO2A Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:54 2018 Page 1 I D:zgoQoiuAQ8g5 H R W MjdZx7azyR56-RnfAVuu5l uaG W vl u2M96ZDpvo2zC5kzpBuO8HQzIwPB 1-10-15 2-1-1 1-10-15 10-2-2 Scale=1:9.7 5.00 12 2 (3)-0.131x3.5" TOENAILS 1 3 3x6 II 3x4= 1-10-15 2-1-1 1 1-10-15 10-2-21 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=74/Mechanical,1=81/Mechanical Max Horz 1=43(LC 12) Max Uplift 3=-49(LC 12),1=-14(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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 er(s) truss to truss ons. 5) Provide mechanicalrconnection(byothers)tlof truss to bearingplate capable of withstanding49lb uplift at 3 and 14lb uplift at ,�voNS I A. , ' � PP jointP joint 1. N% O e • •` `� G•E•N S' ••• 9�, • No 39380 * • CC Z • ,c• P•• • /ON A �,�� Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MN-7473 rev.101032015 BEFORE USE Design valid for use only with Mi tetra connectors.This design is based only upon parameters shown,and is for an Indwdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucklIng of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is sways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6a a 6904 ParkeEast 0 Safely information avdtable from Truss Plate Institute,21B N.Lee Skeet,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply • T13971687 15767T0 J03 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:55 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azy R56-wzDZj Evj3Ci 772K4c3gL5RM2eSGpq BDzQYmipszl wPA 2-5-57.71I 2-5-5 2-Z Scale=1:10.9 2 5.00112 (3)-0.131x3.5" TOENAILS ri 1:32 3 3x5 11 2-5-5 2-7-7 2-5-5 2-� Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] 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 0.22 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.02 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 1 n/a rl/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP I Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=96/Mechanical,1=102/0-5-8 Max Horz 1=56(LC 12) Max Uplift 3=-64(LC 12),1=22(LC 12) 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4 Refer to truss to truss ons. 5)Provide mechanicaler(s) rcon connection(byothers) truss to bearingplate capable of withstanding64 lb uplift at 3 and 22 lb uplift at � •, P9 A. q4`��,,� ) P P jointP joint 1. ���••;G•E•N. e'9,,• No 39380 yt • 41110111,..1014W, • CC Z 'II •0 N A,E%Os�� Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE M8-7473 rev.1003/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall balding design. Brachy 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/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon avalable from Inns Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13971688 15767T0 J11 CORNER JACK 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:55 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-wzDZj Evj3Ci772K4c3gL5RM5QSLYgBDzQYmipszIwPA 1-10-15 1-10-15 3.00 12 / Scale:1.5'=1' 2 0 0 1 m 0 aD o 3 3x8 II • 3x4= 0-3-0 1-10-15 I 0-3-0 I 1-7-15 i Plate Offsets(X,Y)-- [1:0-0-0,0-1-5],[1:0-3-2,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 4 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=41/Mechanical,3=35/Mechanical,1=76/0-3-8 Max Horz 1=21(LC 8) Max Uplift 2=-29(LC 8),3=-27(LC 8),1=-45(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4fer to f. 5)Provide medchr(s)anicalrconnection b connections. truss to bearingplate capable of withstanding29 lb uplift at 2,27 lb uplift at 3 ♦,0%`1 A,'ps A. .i , ( Y ) P P jointP joint `r, and 45 lb uplift at joint 1. ♦ • B,9 e No 39380 'O 7 • CC i►V j v .��',$' .. O R 1�• G\%S tern SONAl�Eos- Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Gert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111-7473 rev.10'0312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall briding design. Bracing Indicated Is to prevent buckling of Individuai 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. storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-99 and BCSI Building Component 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 • ft T13971689 15767T0 J12 JACK-OPEN 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:56 2018 Page 1 ID:zgo0oiuAQ8g5HRW MjdZx7azyR56-OAnxwawMgVq_ICuHAmBaeeuGDseNZeT6fCVFMIzIwP9 1-10-15 2-1-1 1-10-15 0-2-2 3.00 FIT Scale:1.5'=1' 2 ! (3)-0.131x3.5" TOENAILS 1 oro m 0 3 3x8 II 3x4--:- 0-3-0 0-3-0 1-10-15 2-1-1 1 0-3-0 1-7-15 0-2-2 i Plate Offsets(X,Y)-- [1:0-0-0,0-1-5],[1:0-3-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 6 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=74/Mechanical,1=81/0-3-8 Max Horz 1=23(LC 12) Max Uplift 3=-63(LC 12),1=-48(LC 8) 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch 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 er(s) 5) Provide meehanicalrconnection(by connections. truss to bearingplate capable of withstanding63 lb uplift at 3 and 48 lb uplift at .0 .I,ix, A.1 A, .,, others) P P jointP joint 1. �•` O'• • S'e9,,,i s .• G•E•N '` • \.- •F ••2/ •• No 39380 :::::::1-2 :44/51 :,SS;O N A�� s�� ` Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE mil Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall butding design. Bracng indicated Is to prevent buckling of indivklual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Trus Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13971690 15767T0 J13 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:57 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-sMLJ8wx_bpyrNMTTkUipAsRFYGuC 130GtsFpulzlwP8 3-7-1 3-7-1 3.00 FY Scale=1:20.6 2 (3)-0.131x3.5" TOENAILS 4x6 1 '. • 1 4 �1 2x4\\ 53x4 II 3 1-9-8 3-7-1 1-9-8 1-9-8 I _ Plate Offsets(X,Y)-- [1:0-1-8,0-1-12] _ LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.07 4 >572 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.06 4 >643 180 BCLL 0.0 * Rep Stress Ina YES WB 0.19 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix-MP I Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. 1-4:2x4 SP No.3 REACTIONS. (lb/size) 5=132/0-5-8,3=125/Mechanical Max Horz 5=150(LC 12) Max Uplift 5=-49(LC 8),3=-i97(LC 12) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-263/168 BOT CHORD 4-5=-355/204 WEBS 1-4=-361/628 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left 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 ,,� p,S A. A �� will fit between the bottom chord and any other members. �% O�......... _S .j 4)Refer to girder(s)for truss to truss connections. ,�L' " ••• G ENS'•.'94/ 1 i� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 49 lb uplift at joint 5 and 197 lb uplift at . V F ••. �' � joint 3. • No 39380 ' t�Si•� 0A Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 rev.10/032015 BEFORE USE mit Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before me.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 Mired(' is always required for stability and to prevent collapse with possLle 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,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaliable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qty Ply 713971691 15767T0 J21 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:57 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-sM LJ8wx_bpyrNMTTkUipAsRR1 G0215iGtsFpulzlwPB 1-10-15 1-10-15 Scale=1:9.8 5.00 I12 2 I 1 „c • II 3 :214f1 3x4= 1-10-15 1-10-15 l Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=46/Mechanical,3=30/Mechanical,1=76/0-5-8 Max Horz 1=32(LC 12) Max Uplift 2=-26(LC 12),3=-5(LC 12),1=-8(LC 12) Max Gray 2=46(LC 1),3=34(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4)Refer ot etween the bottom girder(s)for truss toord tru trussd connections.other members. ,,` ' r.StA11�1'4,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,5 lb uplift at joint 3 �� �� ..••• .,Ce e,� and 8 lb uplift at joint 1. •%k*,<\ .• C E N SF•, • No 39380 • Q . : •��,��,. w. . OR1• � FS• '14,�0 N A, %%`- lo I Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 101. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mllek connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the 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. S 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,seeANSl/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. 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 • e T13971692 15767T0 J31 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:58 2018 Page 1 I D:zgo00iuAQ8g5HRW MjdZx7azyR56-KYuhLFxcM74h_W 2fHBD2j3_VBgJM 1 YyP6W_MQBzIwP7 1-10-15 1-10-15 3.00 TIT. Scale=1:18.9 2 2x4 II 0 0 m N ktAig 4 3 3x4 I I 1-10-15 1-10-15 Plate Offsets(X,Y)-- [1:0-2-3,0-0-8],[4:0-2-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (Jac) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-5-8,2=51/Mechanical,3=19/Mechanical Max Horz 4=95(LC 12) Max Uplift 4=-27(LC 8),2=-60(LC 12),3=-38(LC 12) ' Max Gray 4=83(LC 19),2=61(LC 17),3=54(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=451t;L=24ft;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left 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 fer to 5) Provide mechanicaler(s) rcon connection b connections. truss to bearingplate capable of withstanding27 lb uplift at 4,60 lb uplift at joint 2 ��s% S i A. ( y ) P P jointP 1 and 38 lb uplift at joint 3. %•` M ........ � \G ENS• �,9ti•'• : \. F '• i • No 39380 "•iS�0NA`, jos Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Af11.7473 rev.10113/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Meek' 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 trusses and truss systems.seeANSI/1PI1 Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexardrta VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13971693 15767T0 J32 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:59 2018 Page 1 ID:zgo0oiuAQ8g5HRWMjdZx7azyR56-okS3ZbyE6QCYcgdsrvkHGHW mX3gNm?CYLAkvydzIwP6 1-10-15 2-1-1 1-10-15 10-2-2� Scale=1:9.7 5.00 12 2 (3)-0.131x3.5" TOENAILS 1 1=1.1111111111111_ m ' �o =,c . 11 3 3x4= 1-10-15 2-1-1 1-10-15 b0 2-2l Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] 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 0.10 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 6 >999 180 BCLL 0.0 * Rep Stress'nor YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=74/Mechanical,1=81/0-5-8 Max Horz 1=43(LC 12) Max Uplift 3=-49(LC 12),1.14(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Ii;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4truss to truss 5)Provide mer to e hanicaler(s) rcon connection(byothers) truss to bearingplate capable of withstanding49 lb uplift at 3 and 14 lb uplift at ,,��`�PSI A.Hill.A�� � ) P P jointP joint 1. �• 0,• <B eel S• No 39380 • • ,.ss•,O N AL''w-o% Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.101032015 BEFORE USE rill Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and taus systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avciiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply 113971694 15767T0 J42 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:13:59 2018 Page 1 ID:zgo0oiuAQ8g5HRW MjdZx7azyR56-okS3ZbyE6QCYcgdsrvkHGH Wjt3a_m?CYLAkvydzI W P6 2-t-1 2-1-1 3.00 12 Scale=1:18.8 2 3x4 II (3)-0.131x3.5" 1 TOENAILS i — )( to 3 4 3,5= 2-1-1 2-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=72/0-5-8,3=65/Mechanical Max Horz 4=116(LC 12) Max Uplift 4=-34(LC 8),3=-162(LC 12) Max Gray 4=82(LC 19),3=94(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 lb uplift at joint 4 and 162 lb uplift at .0%11111114i. joint 3. Mps A. A� O ....... � N • �iei, E • No 39380 • •i $" • .,OR1VI•••����. i4'4/ONA —a0% Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE 1111, Design valid for use only with MiTek®connectors.This design is based ordy upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/lPt 1 Quality Criteria,DSa-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexamida,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply• 113971695 15767T0 J51 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:00 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-GxOSmxzstkKPEgC2PcG W oU3yGT2IVSSiagTTV4zIwP5 1-10-15 1-10-15 Scale=1:9.8 5.00 12 2 1 aiooioi i -',' iijoilmiii13 3x4=3x6 II 0-3-0 1-10-15 1 0-3-0 1 1-7-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 . Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=46/Mechanical,3=30/Mechanical,1=76/0-3-8 Max Horz 1=32(LC 12) Max Uplift 2=-26(LC 12),3=-5(LC 12),1=-8(LC 12) Max Gray 2=46(LC 1),3=34(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,��1,111I 11111,,, 4)Refer to girder(s)for truss to truss connections. ,0� �p,S A. xi, te,� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,5 lb uplift at joint 3 •% • • e and 8 Ib uplift at joint 1. `•,s%-se •\G s'Z•,92• /i�� i No 39380 (;( Vii; , )L ,��'",S� NA�E���. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 I __ I mit Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIi-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall tiding 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 collie with passbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPtl Quality Crileria,DSB-89 and SCSI 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 Qty Ply 6 T13971696 15767T0 J52 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:00 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-GxOSmxzstkKPEgC2PcGW oU3xHT0cVSSiagTTV4zIwP5 1-10-15 2-1-1 1-10-15 10-2-21 Scale=1:9.7 I 5.00 12 2 1 (3)-0.131x3.5" TOENAILS 1 ,' 3 3x4=3x6 II 0-3-0 1-10-15 2-1-1 I 0-3-0 I 1-7-15 10-2-2{ Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 6 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 • BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=74/Mechanical,1=81/0-3-8 Max Horz 1=43(LC 12) Max Uplift 3=-49(LC 12),1=-14(LC 12) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave—oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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 er(s) truss to truss ons. 5) Provide mechanicalrcon connection(byothers) truss to bearing plate capable of withstanding49 lb uplift at 3 and 14 lb uplift at %��+++++,,A,",I,�� joint 1. ) 9 P P jointP %•%00. . • z �.` �••• �GEN •S .'9 • • No 39380 ;44 � �• • ORSOP '`�,�. ��11SS�� NALE?S`•` �,rl►�n n+++ Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERANCE PAGE MI1-7473 rev.10/V312015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an indivkival building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabrle from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13971697 15767T0 TO1 HALF HIP SUPPORTED 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:01 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-k7agzH_Ue2SGrznEzKnlLic6Jt04EuYroUDO1 WzIwP4 2-4-13 5-6-0 2-4-13 I 3-1-3 Scale=1:10.5 3x6= 2x411 2x411 214 11 5.00 12 2 3 4 5 1 o N ♦♦♦ ♦ ♦ ♦ ♦ ♦♦♦♦♦♦♦♦♦ ♦ ♦ ♦ ♦ 8 7 6 2x4 2x4 II 2x4 II 2x4 H 5-6-0 5-6-0 Plate Offsets(X,Y)-- [2:0-3-0,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2O17/TPI2014 Matrix-S Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-6-0. (Ib)- Max Horz 1=32(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,6,7,8 Max Gray All reactions 250 lb or less at joint(s)1,6,7,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-8=-129/250 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 111I I I��// 3)Provide adequate drainage to prevent water ponding. ,�� s A. q /// 4)Gable requires continuous bottom chord bearing. •% 5)Gable studs spaced at 1-4-0 oc. •``r�••• G�E•N S••e12 • ,i. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F•••• - • 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 No 39380 will fit between the bottom chord and any other members. 1-1t,;.....c,".111:;•.1179.**.R.7.9.47.a. 0.11.-41.1%::::: 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,6,7,8. /iiiiiiII%St Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.1GD3i2015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possbie personal Injury and property 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 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 • TI3971698 15767T0 102 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:02 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-CJ8CBd_6PLa7T7MQW 1 I_tv8EJHeHzM5?18yaZyzlwP3 4-7-13 5-6-0 4-7-13 I 0-10-3 Scale=1:17.2 4x5= 2 g 5.00 12 p7�� 10 9 1 _LI I ri PIA 54 hill 2x4 II 3x5 II 2-7-10 4-7-13 5-6-0 2-7-10 2-0-3 I 0-10-3 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.32 Vert(LL) 0.08 5-8 >843 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.10 5-8 >643 180 BCLL 0.0 • Rep Stress Ina YES WB 0.06 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=24/Mechanical,4=194/Mechanical,1=218/0-5-8 Max Horz 1=80(LC 12) Max Uplift 3=-17(LC 8),4=-63(LC 12),1=-39(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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 4-7-13,Exterior(2)4-7-13 to 5-5-4 zone;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. ``1111111 //..� 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 .4%I S A. ��j will fit between the bottom chord and any other members. �%r �p,.••• Ade 'ej 6) Refer to girder(s)for truss to truss connections. ,,��`� ..0 E N s••.14,e.i 7)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 lb uplift at joint(s)3,4,1. V F ••. •• •8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum w N O 39380 sheetrock be applied directly to the bottom chord. • (;•• -' • �•" 1. O. ►yX 1(/4 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10/032015 BEFORE USE mi Design valid for use only with Mitek®connectors.Ibis design is based only upon parameters shown,and Is for an kxifvklual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 6904 Parke EastBlvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems seeANSI/IPlt Quality Criteria,DSB-89 and SCSI Building Component 6e .FL E Safety Information avatlable from Truss Plate Institute,218 N.Lee.Street.Suite 312,Alexandria,VA 22314. I Tampa Job Truss Truss Type . Qty Ply T13971699 15767T0 T03 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:03 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-h W iaOz?IAfi_5Hxd4IpDO7hOYhv2igU8Goi76PzIwP2 14-2-8 3.1.3 6-2-8 8.1 7.6-8 8-10-8 10-2-8 11-6-8 12-10-8 13.8-4 17-3-13 20-5-0 1 3-1-3 1 3-1-5 b-6-40-9-121 1-4-0 1 1-4-0 1 1. 4-0 1 1-4-0 '0-9-120-6-4 3- 1-5 1 3-1-3 5x6= Scale=1:36.2 10 8 0 12 37 36 Special 5 i 14 Special 7x10= 5x6- 35 -r Special Specia i': 4 - 38 5x6 5.00.12 7x10 Special 9 13 2 Special 4 l '_ i 15 Special 111117Q 11'Q IR Q . ismi rigaw ' am 4x5� SIM • �� 1002= a" • Ink 4x5 18 4 _ o ' v o a 28 24 29 2330 22 31 21 32 33 20 34 25 Special _ Special Special Special Special 19 3x5 it 4x5- 6x6= 4x10= 4x5= 4x5= 3x5 11 Special Special Special Special 3-1-3 6-8-121 10-2-8 13-8-4 1 17-3-13 20-5-0 3-1-3 3-7-8 3-5-12 3-5-12 3-7-8 3-1-3 Plate Offsets(X,Y)- [2:0-2-8,0-2-12],[3:0-1-15,Edge],[10:0-3-0,0-2-4],[16:0-0-7,Edge],[17:0-2-8,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.06 22-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.12 22-23 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.62 Horz(CT) 0.04 19 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:153 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, 2-17:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-8 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):9,6,13 REACTIONS. (lb/size) 25=1459/0-5-8,19=1461/0-5-8 Max Horz 25=126(LC 7) Max Uplift 25=-432(LC 8),19=432(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1715/525,2-3=-2296/718,3-4=-1427/500,4-6=-1332/454,6-7=-1332/454, 7-9=-1332/454,9-11.1332/454,11-13=-1332/454,13-15=-1332/454,15-16=-1452/511, 16-17=-2322/729,17-18=-1719/524,1-25=-1381/422,18-19=-1385/421,3-5=-965/271, cc z 5-8=-978/330,8-10=-925/335,10-12=-925/335,12-14=-978/330,14-16=-966/271 BOT CHORD 23-24=-406/1528,22-23=-630/2303,21-22=-628/2305,20-21=409/1532 WEBS 2-24=-407/165,2-23=-268/936,4-23=-418/238,9-22=-28/401,15-21=-414/238, 17-21=-279/949,17-20=-399/169,1-24=-449/1628,18-20=-447/1633,9-10=-131/484, 5-6=-269/181,13-14=-268/181 ,���I%Ii11111//,'I 1)NUnbalanced roof live loads have been considered for this design. ♦♦♦TES- ,OM�;S•A . ���j 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ♦��. s .• .G E N S••.'9,�,�i� II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �� ;• V F ••• / •� 3) Provide adequate drainage to prevent water ponding. NO 39380 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)0 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. -• "O. 7r 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •• ..•1/;� /e ; <U: 25=432,19=432. i Co •. (i"—.- • 4/ 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. %'�,"'• • O R 1 Q Q;� ♦�♦� 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)126 lb down and 108 lb up at `` •• lb down and 4-3-12, 616 lb pat lb down 412,1-4,and 6 lb up a126 b down and down and 116 lb up at 6lb up 14-1-4at 126 lb down and 108 b up at 16-1-4 on top chord, �,��is��N A�� ��♦♦ and 174 lb down and 83 lb up at 2-3-12,58 lb down at 4-3-12,58 lb down at 6-3-12,58 lb down at 8-3-12,58 lb down at 10-3-12, 58 lb down at 12-1-4,58 lb down at 14-1-4,and 58 lb down at 16-1-4,and 174 lb down and 83 lb up at 18-1-4 on bottom chord. Thomas A.Albani PE No.39380 The design/selection of such connection device(s)is the responsibility of others. MiTek USA,Inc.FL Cert 6634 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard May 7,2018 I.ontinued on Dam 9 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 818.7473 rev.10D3,2015 BEFORE USE Design valid for use only with Milekv connectors.This design is based only upon parameters shown,and Is for an Ir dMdual building component not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal bh+y and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANsl/1P1 I Quality Criteria,D5B-89 and SCSI Building Component 6904 Parke East Blvd. Safely IMormaMon avalabie from'Truss Plate Institute-218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13971699 15767T0 T03 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:04 2018 Page 2 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-9iGycJONxzrri RW peSKSzKEZI4FHR6jH USRgerzIwP1 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert 1-2=-60,2-3=-60,16-17=-60,17-18=-60,19-25=-20,3-10=-60,10-16=-60 Concentrated Loads(Ib) Vert:23=-51(F)22=-51(F)10=-86(F)26=-86(F)27=-86(F)28=-174(F)29=-51(F)30=-51(F)31=-51(F)32=-51(F)33=-51(F)34=-174(F)35=-66(F)36=-86(F) 37=-86(F)38=-86(F) / t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 110-7473 rev.100312015 BEFORE USE Desle valid for use only with MITeke connectors.this design Is based orgy 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 miss web and/or chord members only.Additional temporary and permanent bracing M ilek• is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Bird. 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 T13971700 15767T0 104 Common 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:04 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-9iGycJONxzrriRW peSKSzKEZB4GSRADHUSRgerzlwP1 5-8-4 10-2-8 14-8-12 20-5-0 5-8-4 I 4-6-4 I 4-6-4 I 5-8-4 Scale=1:37.2 6x6= 3 5.00 I12 - 12 2x4 II 11 2x4 II 2 4 V 10 13 4x5% 4x5 5 O 4, 0 r; ® T 8 8 14 15 7 It- 9 62x4 I I 2x4 Il 7x10= 4x10=- 5-8-4 5-8.4 14-8-12 20-5-0 5-8-4 I 9-0-8 I 548-4 Plate Offsets(X,Y)-- [1:0-2-4,0-2-0],[3:0-3-0,0-2-4],[5:0-2-4,0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.15 7-8 >999 240 . MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.31 7-8 >773 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-AS Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=805/0-5-8,6=805/0-5-8 Max Horz 9=-124(LC 10) Max Uplift 9=-210(LC 12),6=-213(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1093/348,2-3=-1090/454,3-4=-1085/456,4-5=-1097/359,1-9=-763/298, 5-6=-762/300 BOT CHORD 7-8=-183/727 WEBS 3-7=-122/408,4-7=-328/231,3-8=-132/412,2-8=-332/233,1-8=-210/877,5-7=-224/879 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-2-8,Exterior(2) 10-2-8 to 13-2-8 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 ,,`,011111111g, plate grip DOL=1.60 •N ON S A, zI�, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. mak• N ;.i e1 P 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 ���� .•• (,E Ns*-.1A.••� will fit between the bottom chord and any other members,with BCDL=10.0psf. F •. �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) No 39380 • 9=210,6=213. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. - • .•:.'0: ix� iFS• ..OR�. �%• 'ei el,IONA'�C�%' "illitmoThomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE bur Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not j a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of 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 au dance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TM I Quality Crlferla,058-89 and SCSI Building Component 6904 Parke East Blvd. Sally Intormallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 773971701 15767T0 T05 Monopitch 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:05 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-dugLpf1?iGziKb4?C9rI1VYmmN UjjAiyRj6BEAHzIwPO • 4-0-0 � 4-0-0 3.00 riT Scale=1:21.1 8 2 3 • 3x4% , • 7 01111 • 1111111116111111.11 ■ la ►, 5 62x4 II 4 354= 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:25 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=151/0-5-8,4=137/Mechanical Max Horz 6=115(LC 12) Max Uplift 6=-32(LC 8),4=-88(LC 12) Max Gray 6=151(LC 1),4=142(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-10-0 zone;end vertical left 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)6,4. `,,PS 1 Al Ilii_ �, OM ••�B ��i • No 39380 .",,''O N A E����• Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.lads 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 the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/lPl t Quality Criteria,DSB-89 and BCSI Building Componurt 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tanya,FL 33610 Job Truss Truss Type . Qty Ply T13971702 15767T0 T06 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:06 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-55Nj 1_2dTa5ZylfCltMw2lJyRu3Fv2UaymxnijzlwP? I 3-9-0 4-0-Q 3-9-0 6-3- 3.00 Fir Scale=1:19.5 13 4 5 3 P. 1 2 12 .pill .NPfi11 10 111 ld Id 7 6 8 3x4= 3-9-0 Q 3-9-0 15 3 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:29 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):11 REACTIONS. (lb/size) 6=137/Mechanical,8=151/0-5-8 Max Horz 8=105(LC 12) Max Uplift 6=-79(LC 12),8=-32(LC 8) Max Gray 6=137(LC 17),8=151(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interlor(1)3-1-12 to 3-10-0 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. e studs spaced at 1-4-0 oc. 5)This itruss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��� SS'A11:AI��7,6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �A e ee will fit between the bottom chord and any other members. ���`' "'• G•EN ' 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)6,8. No 39380 -- -p • , Z.. 01 :AL 0. O • i��1 kci. .,� • �,,''O N A' ``0 "Iiiiiiiiill Thomas A.Athani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE M- Design valid for use only with Mick®connectors.this design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possldle personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd fabrication.storage,delivery,erection and bracing of trusses and buss systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component Safety Information cm-Sable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandia VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T13971703 15767T0 T07 MONOPITCH 15 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:06 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-55Nj 1_2dTa5ZylfCltMw2lJyYu3rv9xaymxnijzlwP? 4-0-0 4-0-0 Scale=1:10.6 2 3.00 12 8 7 1 • 3 ♦ 3x8 II 3x4= 4-0-0 4-0-0 Plate Offsets(X,Y)— [1:0-0-0,0-1-5],[1:0-3-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:14 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. WEDGE • Left:2x4 SP No.3 REACTIONS. (lb/size) 2=99/Mechanical,3=59/Mechanical,1=158/0-5-8 Max Horz 1=44(LC 8) Max Uplift 2=-53(LC 8),3=-5(LC 8),1=-41(LC 8) Max Gray 2=99(LC 1),3=70(LC 3),1=158(LC 1) 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpl=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,��011111114.1., 4)Refer to girder(s)for truss to truss connections. ,�� PS A. q /10 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ,4* 0M• \ • �e��, EN '•�' G S6'•' " ••• No 39380 • • .433#.°;/..1:1510. 079N“RA. iscrrrlllll Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE - Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. 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/IPI I Quality Criteria,DS8-09 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street State 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . Oty Ply 4 T13971704 1576710 T08 MONOPITCH SUPPORTED 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:07 2018 Page 1 I D:zgoOoiuAQ8g5HRW MjdZx7azyR56-ZHx5EK2FEuDQZuEOJau9azr3PIO3ecBkBQgKFAzIwP_ 3-9-0 4-0-0 - 3-9-0 10-3-0 Scale=1:10.6 3 ' 3.00 12 6 to 3x4 2 i 5 -- , 1 ' N i:i.:****::��:;;:;••••1••••••••11••••••••11.1111 i:.�i.��.:**�.***�.��.•.�1 1.�.�����.�.:*.•.**:.:.❖.•$.'.'$ ••••••••••••••••••• � : :• •• •• •••••••••�••• • • • ••:: :••••••••••••••.1111•.+:••••1111:: �••••••••••••••••• ��••�••1111.1111••••••••••••����•••::•••••••••••••••••••••••.•••• :� :�:�••••••••••••••••••••••••••••••��••� �•••• �••••••••• •:::•• •:1111•••:••••••••••••••••••:: :•••••••••••••••••••.:::::::••••••••••••••••••••••••••:::::::::1111::•••••••••••••• •••••••••••••••••1••••••••1••••••••••11••••• 3x8 4 4-0-0 I4-0-0I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (ioc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.02 1-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.03 1-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.01 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P 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.3 2-0-0 REACTIONS. All bearings 4-0-0. (Ib)- Max Horz 1=57(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,3 Max Gray All reactions 250 lb or less at joint(s)1,3,3,4 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.1 B;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 4-0-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)will fit truss has the been designed herd for ad live other ofll0.Op f on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,,.,0%1111111/11. en any 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. �,, 0• �P ,4,"1/.,4�e �oj� 119 • �'�`e.' \.- GENscc •12, ': Job Truss Truss Type ' • Qty Ply �f T13971705I1 15767T0 T09 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:08 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-1 TVTSg3t?BLHB2patI PO7AOJ 1 idVN?QtP4QumczlwOz 4.11-8 I _ 2-4-2 I 4-7-8 4-B-0I 6-6-8 I 8-5-8 2-4-2 2-3-6 0--8 1-7-0 1-11-0 0-3-8 Scale:3/4•=1' 0.25 rw 2x4 II 3 7x6 II 8 4 2x4 II23x4= 10 h i _ • 7 6 3X4- 5 3x4= TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED 354= LOADS AT ITS CANTILEVERED END(S). (�3-q 2-4-2 4-11-8 6-6-8 I 8-5-8 03-0 2-1-2 2-7 6 1-7-0 1-11-0 Plate Offsets(X,Y)-- [3:0-3-0,0-1-12] _ 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.02 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.05 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Wind(LL) 0.04 6-7 >999 240 Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-3:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size] 5=1160/0-5-8,7=683/0-3-8 Max Horz 7=18(LC 8) Max Uplift 5=-96(LC 8),7=-209(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1892/895 BOT CHORD 6-7=-643/1288,5-6=-963/2000 WEBS 3-6=-246/461,3-5=-2097/1010,2-7=-1409/683,2-6=-332/630 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ,`,�111 I I I I I/I77� 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 �� GS. A. /i ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ♦♦% O�P q�?;i:1". ��� 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. ♦♦♦`.� . r✓•E N S'•.;9i1,�i. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interlor(1)3-1-12 to 8-3-12 zone;cantilever •• F • left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip No 39380 DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ • * 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -10 • .**4,,,..„ ' :CC will fit between the bottom chord and any other members. 'SD 4/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 0 ••C_�_i!�-- It'.." : 7=209. LOAD CASE(S) Standard S ••• ♦♦ 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,,���/i�� S._� ♦� Uniform Loads(plf) Vert:4-10=-100,7-9=-10,5-9=-244,1-10=-100 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Wetly design parameters and READ NOTES ON THIS AND INCLUDED MIIEKREFERANCE PAGE MIF7473 rev.1003/1015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal 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/1P11 Qualify Criteria,13511-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ` TI3971706 15767T0 T10 Half Hip 7 1 ! Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:08 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-1 TVTSg3t?BLHB2patIPO7AOHvibtNwQtP4QumczlwOz 2-4-2 I 4-7-8 4--0 6-6-12 I 8-5-8 2-4-2 2-3-6 0.4-8 1-10-12 1-10-12 Scale:3/4•=1' 0.2512 2x4 Ii 3 5x12= 8 4 2x4 I I 3x5= 2 10 1---- — � mo_ • •9 3x4--= •'' 5 5_ TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED 4x5= LOADS AT ITS CANTILEVERED END(S). 0-3-0 00QQ��11 2-4-2 4-7-8 4-��--00 _ _ 8-5-8 � 0-WIt I 2-1-2 _ _------ 2-3-6 61-8 3-9.8 0-2-5 Plate Offsets(X,Y)-- [2:0-2-4,0-1-8],[3:0-3-4,0-2-8],[5'0 2 8,0 2-81[7:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in pc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.05 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.11 6-7 >887 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.58 Horz(CT) 0.02 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Wind(LL) 0.12 6-7 >836 240 Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, 1-3:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=747/0-5-8,7=684/0-3-8 Max Horz 7=18(LC 8) Max Uplift 5=-229(LC 8),7=233(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1745/1022 . BOT CHORD 6-7=-707/1214,5-6=-1104/1837 WEBS 3-5=-1926/1157,2-7=-1328/753,2-6=-399/552,3-6=-298/400 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=41t;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-3-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ```0111111u,7, 2)Provide adequate drainage to prevent water ponding. s• NS A. ,q /4, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �%• oM• . 4e 4j 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 ..ase G•E•Ns'•.1.1.'i . will fit between the bottom chord and any other members. •F , i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) - No 39380 5=229,7=233. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard i 'VT/. • LU 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 i 0 04 � Uniform Loads(plf) ��4::—.1 �,��' Q P.'��� � Vert:4-10=-100,5-7=-10,1-10=-100 'j� • 0 R Q? �� ConcentratedLoads(lb) •,,,,=-533 S510 N A�1`G�,,,` Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East BNd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Md-7473 rev.10103/2015 BEFORE USE f i■i Design valid for use only with MITek®connectors.Ills design k based only upon parameters shown,and Is for an hdMdual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal 14zy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualify 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 Oty Ply . • T13971707 1576770 Tit Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:09 2018 Page 1 ID:zgoQoiuAQ8g5HR W MjdZx7azyR56-Vg3rf04VmVT8pCOnR?wdgOxUp5yn6Tt1 ek9Rl2zlwOy 4-11-8 2-4-2I 4-7-8 4-p-0 1 6-0-8 8-5-8 2-4-2 2-3-6 0-0-8 1-7-0 1-11-0 0-3-8 Scale:3/4'=1' 0.25 12 2x4 I. 3 7x6 II 8 4 2x4 I I 23x4= 10 1 — ri _ 3xa= 5 3x4= TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED 3x4= LOADS AT ITS CANTILEVERED END(S). 3-q 2-4-2 2-1-2 4-11-8 2-7 6 6-6-8 1-7-0 1 8-5-8 1-11-0 1 b-3-0 Plate Offsets(X,Y)-- [3:0-3-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.02 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.05 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(CT) 0.01 5 Na n/a BCDL 5.0 I Code FBC2017/TP12014 Matrix-MP Wind(LL) 0.04 6-7 >999 240 Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 1-3:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=1135/0-5-8,7=659/0-3-8 Max Horz 7=18(LC 8) Max Uplift 5=-102(LC 8),7.215(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1807/894 BOT CHORD 6-7=-643/1246,5-6=-963/1906 WEBS 3-6=-245/426,2-7=-1362/683,2-6=-332/585,3-5=-1999/1010 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 001111111/i 1111,i 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 ,,%%-A&S A. A ••I•♦ ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,N r't 1 le ♦j♦ 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �� .r •GEN '9 • II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3 1-12 to 8-3 12 zone;cantilever • •�\ SFS••,y, ♦♦.• left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip , NO 39380 DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :� /��:1 will fit between the bottom chord and any other members. /' �U 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .0••;�j •40 5=102,7=215. ,♦ � / • LOAD CASE(S) Standard ♦♦♦♦ 0.0* p R ,•.���,, 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ��/�10 N A'`t`��� Uniform Loads(pif) Vert:4-10=-100,7-9=-10,5-9=-244,1-10=-100 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 i 0 WARNING-Wordy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10413/2015 BEFORE USE tut Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall brAil sg design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mired(' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regardng the ktxecatkxn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Skeet,Stile 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty Ply 113971708 '15767T0 T12 Roof Special 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:10 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-zsdEsM58Xpb?QMzz.JRsCbTWtVFXrxHAtOv?gVzlwOx 4-0-0 7-11-8 4-0-0 3-11-8 Scale=1:23.3 2x4 II 3 4 5.00 12 2x4 • 2 • 10 1. Id ►� 6 ►t 5x6= 3x4= 5 q 3-QQ 8.5-8 d 3 0 8-2-8 Plate Offsets(X,Y)— [1:0-0-6,0-0-2],[1:0-6-5,0-0-5],[1:Edge,0-2-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.40 6-9 >248 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.32 6-9 >312 180 BCLL 0.0 " Rep Stress Incr YES WB 0.17 Horz(CT) -0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=297/0-5-8,1=328/0-3-8 Max Horz 1=133(LC 12) Max Uplift 5=-203(LC 12),1=-171(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-397/320 BOT CHORD 1-6=-509/366 WEBS 2-6=-409/568 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-10-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,`,11111111 DOL=1.60 ��. pg A. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• �• aj� 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 `,' - "••• G•E•N S-. 92/ will fit between the bottom chord and any other members. • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) No 39380 5=203,1=171. • 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ZU 'i •4� Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI!-7473 rev.1&03/2015 BEFORE USE Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and is for an individual buNding component,not a utas 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 budding of Individual truss web and/or chord members only. Addtiorxtl temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regardirig the fabrication.storage,delivery,erection and bracing of teases and truss systems,seeANSl/IPI I Quality Criteria,05549 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply • • T13971709 15767T0 T13 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:11 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-S2Bc4i5m16jr2W Y9YQy51pOhRvbraN7J52eYNxzlwOw 4-0-0 6-0-0 7-11-8 8-5-8 I 4-0-0 2-0-0 l 1-11-8 l 0-6-0 Scale=1:20.1 3x6= 2x4 II 3 4 5 in 5.00 I 2.4 ;: ii 2 12 •i. 4 it { 1 12 M MM I: 0.- 1014111 U 4= 172 5x6= 6 Q 3-Q 3- 6-0-0 5-9-0 1 7-11-8 1-11-8 l 8-5-8 0-6-0 l O- d Plate Offsets(X,Y)-- [1:Edge,0-2-2],[1:0-6-5.0-0-5],[1:0-0-6,0-0-2],[3:0-3-0.0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.40 7-10 >248 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.32 7-10 >311 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(CT) -0.02 1 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-AS Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=297/0-5-8,1=328/0-3-8 Max Horz 1=103(LC 12) Max Uplift 6=-192(LC 12),1=-183(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-455/442 BOT CHORD 1-7=-589/431 WEBS 2-7=-481/657 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-010 6-0-0,Exterior(2)6-0-0 to ``i/I$I 111111. • 7-10-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; `tt FIS A. A 1i,, Lumber DOL=1.60 plate grip DOL=1.60 •%% (..)°. . 3) Provide adequate drainage to prevent water ponding. ,:`,$,... �C•E-N s+' .1+,0� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • V 'Sr'•'•. •• 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 widei will fit between the bottom chord and any other members. No 39380 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) * = 6=192,1=183. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 111,iIllioCC r. sheetrock be applied directly to the bottom chord. i If' j7' o F LU -;o '• :4,, i''1ss,O N Al IE?ts%% Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 t, 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 re.:10'03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.Ibis design Is based only upon parameters shown.and Is for an Individual building component,not . a truss system.Before use,the building designer must 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 stablity and to prevent collapse with pos lble personal Inkury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satiety Information avdkt4e from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply T13971710 15767T0 T14 Half Hip Girder 1 1 . Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:12 2018 Page 1 I D:zgo0oiuAQ8g5HRW MjdZx7azyR56-wFl_H2602Qrigg7L67TKHOZwXJxPJgaTKiO5vNzIwOv 4-0-0 8-5-8 4-0-0 4-5-8 Scale=1:16.5 Special 4x6_ NAILED 2x4 II 2 11 3 4 TT 0,12 5.0 _ _ — 111111 0 N 1 i • � - Id 7 12 6 2x4 II NAILED 3x4 3x5 II Special 5 4-0-0I 8-5-8 _ 4-0-0 4-5-8 Plate Offsets(X,Y)-- [1:0-2-4,0-1-1],[1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[2:0-1-4,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.10 6-7 >951 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 5=462/0-5-8,1=455/0-5-8 Max Horz 1=69(LC 8) Max Uplift 5=-179(LC 5),1=-147(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-748/264 BOT CHORD 1-7=-262/646,6-7=-267/670 WEBS 2-7=-70/346,2-6=-763/304 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,.0111111i/1i 3) Provide adequate drainage to prevent water ponding. ••% S A A. 111 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `% ". . ••• .. �•j 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 `�� � .•' G E N S•'•• "9ij,*% o. will fit between the bottom chord and any other members. " •• \ F•••, / •• 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N O 39380 5=179,1=147. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)151 lb down and 198 lb up at _ 4-0-0 on top chord,and 103 lb down and 74 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is -"t7 . >r the responsibility of others. •• (. <'J �� 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). SOT•••�f„ LOAD CASE(S) Standard ♦ • C? • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 /' L31 • •c' 0%� Uniform Loads(plf) i�1��, N A�1�..%% Vert:1-2=-60,2-3=-60,3-4=-20,5-8=-20 Concentrated Loads(Ib) Thomas A.Albani PE No.39380 Vert:2=-111(F)7=-103(F)11=-43(F)12=-34(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 511.7473 rev.1017320/5 BEFORE USE wilt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual balding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery-erection and bracing of trusses and truss systems,seeANSI/TPi t Cruelly 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 T139717111 15767T0 T18 Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:12 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-wFl_H26O2Qrigg7L67TKHOZykJ4KJspTKiO5VNzIwOv 4-0-0 10_4-810-4-8I4-4-84-9.0 8-9-0 4-0-0 4-0-0 Scale=1:18.8 4x5 II Special 2 5.00 12 ' 3 1 1r9j, 4 NAILED 2x4 I I 4x5= Special 4x5= • 4-0.04-4-8 4-9-0 8-9-0 I 4-0-0 10.4.810-4-81 4-0-0 Plate Offsets(X,Y)-- [1:0-0-6,0-0-2],[1:0-6-5,0-0-5],[3:0-0-6,0-0-2],[3:0-6-5,0-0-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.03 4-10 >999 180 BCLL 0.0 ' Rep Stress!nor NO WB 0.10 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=525/0-5-8,3=525/Mechanical Max Horz 1=32(LC 7) Max Uplift 1=-192(LC 8),3=192(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-870/357,2-3=-870/357 BOT CHORD 1-4=-280/765,3-4=-280/765 WEBS 2-4=-58/272 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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 .%%11111111,. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %�,,,_A NS A, 411lie 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 `S 'Cr. ,.••• 44 lie °jam will fit between the bottom chord and any other members. N �`•.••\GENS`••.1/4 o� 5)Refer to girder(s)for truss to truss connections. •� "N • F ••.•, i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N O 39380 + 1=192,3=192. . * 7)"NAILED"Indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. . 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)257 lb down and 310 lb up at - • 4-4-8 on top chord,and 103 lb down and 74 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)Is Cr: the responsibility of others. ....:12,.. t. - �:1 <U/� 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i O ' �f R 4/. LOAD CASE(S) Standard �'e, 5'•• 0 R 1 -.••C?�`• 1)Dead +Roof Uve(pi(balanced):Lumber Increase=1.25,Plate Increase=1.25 • ,it//S OO N A;�?�S% Vert:1-2=-60,2-3=-60,5-8=-20 Thomas A.Albani PE No.39380 Concentrated Loads( MiTek USA,Inc.FL Cert 6634 Vert:2=-178(FF))4=-173(F) 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.101032015 BEFORE USE. Design valid for use oily with MITek®connectors.This design Is based oily upon parameters shown,and Is for an Individual building component,not . a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k' is always required for stability and to prevent collapse with possible personal miry and property damage. For general guidance regarding the fabrication,storage,delivery,ereclbn and bracing of trusses and truss systems,seeANSl/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon meltable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria-VA 22314, Tanya,FL 33610 I Job Truss Truss Type , Qty Ply T13971712 15767T0 T19 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:13 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-ORIMVO7opkzZlpiYgr_ZgE58ajLF2FIcZM7fRpzlwOu 3-11-8 7-11-0 3-11-8 3-11-8 4x5 I I Scale=1:15.6 2 5.00 12 r, rr a 3 1 Bid Rik 1 ' ' ' d 1,0141 11 12 4 13 14 01114 Special JUS24 3x5 II JUS24 Special hill 3x5 1I 3x5 I I 3-11-8 7-11-0 3-11-8 I 3-11-8 I Plate Offsets(X,Y)-- [1:0-0-2,0-06],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1],[3:0-2-4,0-1-1],[3:0-0-5,0-6-5],[3:0-0-2,0-0-6],[4:0-3-0,0-1-8] LOADING (psf)' SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.04 4-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 3 rUa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP ( Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=883/0-5-8,3=883/0-5-8 Max Horz 1=30(LC 24) Max Uplift 1=-310(LC 8),3=-310(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1532/565,2-3=-1532/565 BOT CHORD 1-4=-472/1372,3-4=-472/1372 WEBS 2-4=-353/997 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.6010111111/i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`%" b.S A. gii�Ito 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 ,‘• . �e 40 will fit between the bottom chord and any other members. ,��,`�` • �G E N 4%•.:.. �2��i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •• 1=310,3=310. 1 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 0-9-8 oc max.starting at 3-6-12 from the NO 39380 left end to 4-4-4 to connect truss(es)to front face of bottom 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)61 lb down and 34 lb up at 7 -O: '� i Q F 1-6-12,and 61 lb down and 34 lb up at 6-4-4 on bottom chord. The design/selection of such connection device(s)is the :'p /�,�`�y/1,•' �;1!/: responsibility of others. i(1.„. Ate! 1jI•Z "07:<\;41C.--- 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ''��S R 1 Q‘'''.•*.;,�� 1))Dead LOAD A+REooff) Standard Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 '',�'/Is,,N Aii '�,`• ` Uniform Loads(plf) Thomas A.Alban'PE No.39380 Vert:1-2=60,2-3=-60,5-8=-20 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:11=-61(F)12=-505(F)13=-505(F)14=-61(F) 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNNOG-Verify dodge parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE? -7473 rev.1003.2015 BEFORE USE mil' Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an indtvkival building component,not a truss system.Before use,the building designer must verify the appllcabtity of design parameters arid properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Adcttional 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.seeANSt/IPII Qualify Cdtr ala,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply T13971713 15767T0 T20 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:14 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-sdskik8eal 5QvzHkDYW oNReJo6oCnnzmoOtCzGziwOt 3-11-8 7-11-0 I 3-11-8 3-11-8 Scale=1:17.2 4x5 i I 2 r 5.00 12 r 12 A11 I. a r; 3 1 prrigiliidIMI Ohm.A 2 „ „ 2x4 11 3x4= 3x611 3x4= 3x6 11 3-11-8 7-11-0 3-11-8 I 3-11-8 - Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13],[3:0-0-0,0-1.6],[3:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 4-10 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.06 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=317/0-5-8,3=317/0-5-8 Max Horz 1=-30(LC 10) Max Uplift 1=-83(LC 12),3=-83(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-420/252,2-3=-420/252 BOT CHORD 1-4=-155/350,3-4=-155/350 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;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 3-11-8,Exterior(2)3-11-8 to 7-1-14 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 OttofillIllrifi. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,A% PS A. /�� 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 �� cM .........•1.e 41j� will fit between the bottom chord and any other members. ,���� .......'9j�i�i 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. • • F1•. �, 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum • No 39380 ' sheetrock be applied directly to the bottom chord. 1:::° CC4.: I. .,acv'•.< 0 R I O.• �\,�• Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 I , 11 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED PARER REFERANCE PAGE MI.7473 rw.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buldkg 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 of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss 'Truss Type . Qty Ply 4. 713971714 15767T0 T21 I Common Girder 1 1 I Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:15 2018 Page 1 I D:zgo0oiuAQBg5H R W MjdZx7azyR56-KpQ6w39G LLDHX7rwnG 11 vfBTDW 1 d W C BvOgcmW izlwOs 3-11-8 1 7-11-0 3-11-8 3-11-8 4x5 H Scale=1:16.4 2 5.00 12 M h 3 1 Z cI 1 I q I al .-;1-J _ --_. o 11 124 13 • Special Special 2x4 Special .I 3x4= 3x6 'I 3x4= 3x6 3-11-8 7-11-0iI 3-11-8 3-11-8 Plate Offsets(X,Y)-j1:0-0-0.0-1-6],[1:0-1-11,0-4-13],[3:0-0-0.0-1-6J,[3:0-1-11.0-4-13L I LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/dell Lid I 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.04 4-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.19 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 1 Matrix-MP I Weight:29 Ib 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=679/0-5-8,3=607/0-5-8 Max Horz 1=-30(LC 23) Max Uplift 1=-160(LC 8),3=-145(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-923/229,2-3=-935/230 BOT CHORD 1-4=-165/826,3-4=-165/826 WEBS 2-4=-83/502 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=1 Otmph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,,, 0111111/it�, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NS A. .i 11 4)*This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `� & •i will fit between the bottom chord and any other members. ,.� �`.•••\G•E•N S•• T,i, . 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ut=lb) k F•.•• . do 1=160,3=145. No 39380 • 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 56 lb up at do 1-6-4,and 218 lb down and 561b up at 3-6-4,and 218 lb down and 56 lb up at 5-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. - 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : .0. ► LOAD CASE(S) Standard .•0 ��f� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 4o. "C‘.•"": Q P;•• �� Uniform Loads(plf) , CCil O R 1 c;\.`% • s 0 ky ConcentraVted Loads(rt: ib)3.so,5-6=-20 114"); 0 N A�� ,%• Vert:11=-218(B)12=-218(B)13=-218(B) Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev.10V3/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 kx stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the krtxicatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexcxrdrta,VA 22314. Tampa.FL 33610 Job Truss I Truss Type I Qty I Ply 1 T13971715'i 15767T0 1T24 Halt Hip Girder 11 1 I I IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:16 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-o0_V7P9u6fL89HQ7LzYGSsjaQwLnFhU3FKMJ28zI WOr 4-0-0 — 6-0-0 4-0-0 2-0-0 Special Scale=1:15.8 4x5= 2 3 '� 5.00 112 1. 1 1 — — Y 1 44 5 4 2x4 I I 3x6 I Special 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- j1:0-0-2,0-0-61[1:0-0-5,0-6-5],[1:0-2-12,0-1-1] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.18 5-8 >393 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.27 5-8 >262 180 BCLL 0.0 * Rep Stress[nor NO WB 0.06 i Horz(CT) 0.13 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP 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 SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical,4=326/Mechanical,1=305/0-5-8 Max Horz 1=69(LC 8) Max Uplift 3=-42(LC 4),4=-127(LC 8),1=-87(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-308/174 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. ned for sf om chord live load rent with y er live loads. 5)This truss has beend designed for a lois o.0 f load of 0.Opsf on the bottom chord rin all areas nwhere a rectangle 3-6-0 tall by 2-0-0 wide ,,‘�``p,PS,A. i ,,,i, will fit between the bottom chord and any other members. `" I 6) Refer to girder(s)for truss to truss connections. ,$.,Zs% .••\G E•N S' /2'•i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1 except Qt=1b) • F•�•• • - 4=127. • No 39380 ' 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)151 lb down and 198 lb up at * 4-0-0 on top chord,and 103 lb down and 74 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. • 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). "O. '� LOAD CASE(S) Standard :::.:75:04p ;��� ,'� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 . '�• i0/8t./0.1; Q;• �� Unif rm Loads Concentrated Loa-6(,2-3=-60, 3=-60,4-6=-20 ,���i�4,„0 N A L E �`�`` iirsimit Vert:2=-111(F)5=-103(F) Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated is to prevent buckling of irdivkdal 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 tab ricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP1 I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply • T13971716 15767T0 T26 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:17 2018 Page 1 ID:zgoQoiuAQ8g5H RW MjdZx7azyR56-GCYtKIAXtyT?mR?Jvh3V_4GgtKha_wvCUz5sabzlwOq 6-0.010-9-1 I 15-4-7 I 20-1-8 I 6-0-0 4-9-1 4-7-5 4-9-1 Scale=1:33.9 NAILED NAILED NAILED 7x10= 2x4 14x5= 4x6= NAILED NAILED NAILED NAILED NAILED 5.00 12 2 13 14 15 3 16 17 18 4 19 20 21 5 atnn nn nn nn nn nn 'noT nn Ainn nn 1 �n nn nn nn nn3 22 9 23 24 8 25 26 .7 27 28 29 6 JUS24 2x4 I NAILED 7x10 NAILED NAILED 4x6= NAILED 3x5 II 6x6= NAILED NAILED NAILED NAILED 6-0-0 10-9-1 15-4-7 20-1-8 6-0-0 I 4-9-1 I 4-7-5 I 4-9-1 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[2:0-4-4,0-2-4],[5:0-2-12,0-2-0],[6:0-2-12,0-1-8],[7:0-2-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.13 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.22 7-8 >999 180 BCLL 0.0 * Rep Stress!nor NO WB 0.94 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 1-8:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=1716/Mechanical,1=1529/0-5-8 Max Horz 1=103(LC 8) Max Uplift 6=-516(LC 5),1=455(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)pr less except when shown. TOP CHORD 1-2=-2885/847,2-3=-2989/908,3-4=-2989/908,4-5=-2174/660,5-6=-1578/563 BOT CHORD 1-9=-817/2600,8-9=-819/2623,7-8=-660/2174 WEBS 2-9=-48/469,2-8=-132/521,3-8=-547/329,4-8=-319/954,4-7=-1036/489, 5-7=-753/2478 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1 i t'I t t 1 i I i i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. •• 0P+S A, /it Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,,N� O�P. ,. & �0�� 3)Provide adequate drainage to prevent water ponding. ��N',s . \G E•N S•• 1917 ,„ 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 No 39380 a 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) 6=516,1=455. • X 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-0-12 from the left end to connect truss(es)to �•� .• <(/ C�r0��" back face of bottom chord. °0;-14‘"-% ' '�� 9)Fill all nail holes where hanger is in contact with lumber. ,t. P:•.. 10)'NAILED"indicates 3-10d(0.1481x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. ie�``S't.0 R,`C)•• C?\`•` 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �l'/„l.1�O N A.-�...x LOAD CASE(S) Standard ON '7 I t ``` 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albani PE No.39380 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-2=-60,2-5=-60,6-10=-20 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 Continued on cane 2 0 WARNING-Vert&design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10173/2015 BEFORE USE min Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. 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 regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPIl Quality Cdlsda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely IMormallon avcilable.from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Oty Ply • T13971716 15767T0 T26 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:17 2018 Page 2 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-GCYtKIAXIyT?m R?Jvh3V_4GgtKha_WVCUz5sabzlwOq LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-100(B)9=-57(B)14=-100(B)15=-100(B)16=-100(B)18=-100(B)19=-100(B)20=-100(B)21=-118(B)22=-363(B)23=-57(B)24=-57(B)25=-57(B) 26=-57(B)27=-57(B)28=-57(B)29=-63(B) •I Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE N11-7473 rev.1G932015 BEFORE USE ml. 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 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 required for stabllty 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/1911 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sally Information avalable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tempa.FL 33610 Job Truss Truss Type • Qty Ply • T139717171 15767T0 127 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:18 2018 Page 1 ID:zgo0oiuAQ8g5HR W MjdZx7azyR56-k06FY5B9eGbsObaVSOakXHpu4k35jVKLidrQ61 ziwOp 8-0-0 14-0-12 20-1-8 8-0-0 I 6-0-12 6-0-12 Scale=1:33.8 7x10= 2x4 11 4x5= 2 13 3 14 4 5.°°1-I1 8-• 0 12 11 1 7 6 5 3x8 11 6x6= 4x10= 2x4 11 8-0-0 14-0-12 20-1-8 8-0-0 6-0-12 1 6-0-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[2:0-4-4,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.10 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.19 7-10 >999 180 BCLL 0.0 - Rep Stress'nor YES WB 0.42 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=799/Mechanical,1=799/0-5-8 Max Horz 1=137(LC 12) Max Uplift 5=-305(LC 9),1_196(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1313/442,2-3=-980/369,3-4=-980/369,4-5=-738/329 BOT CHORD 1-7=-478/1136,6-7=-476/1143 WEBS 2-7=0/290,3-6=-379/292,4-6=-418/1108 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 12-2-15 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,�1%1 I 1 1 t a I tri? 2) Provide adequate drainage to prevent water ponding. %% S AA. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `N�•4 P A 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 `�� �� G•E•N S"•e'Q��i� will fit between the bottom chord and any other members. ft. •• \_ F ••• 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) ...•••• N O 3 9 3 8 0 5=305,1=196. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum _ sheetrock be applied directly to the bottom chord. — -O. —. �i . ` > 0 • if -- •� 1T �P � .;: • O R1 • .,` ••� . Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MII.7473 rev.1010312015 BEFORE USE. mit Design valid for use only with Milek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent blueing MiTek" Is always required for stability and to prevent collapse with posslole personal injury 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 SCSI Building Component 6904 Parke East Blvd. Stately Information available from Truss Plate Institute.218 N.lee Street.Stine 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty PlyI T13971718 15767T0 :T28 Half Hip 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 S Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:19 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-DbgdIRCnPajjOk9i065z4VL6g7MHStDVxHazfTzlwOo 7-0-0 10-0-0 15-0-12 __ 20-1-8 7-0-0 3-0-0 5-0-12 I 5-0-12 Scale=1:33.5 6x6 II 4x10= 2x4 II 3 14 15 4 16 5 NM E 5.00 2x4 O 2 13 �\ 12 11/SX I 1 a ii, c ► 1 OM 8 7 6 3x8 H 7x10= 2x4 II 4x5= -- ----__ 10-0-0__— - 15-0-12 20-1-8 10-0-0 5-0-12 5-0-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-5,0-6-5Lj1:0-0-2,0-0-6LL8_0-4-4,Edge] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.18 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.74 Vert(CT) -0.37 8-11 >640 180 BCLL 0.0 * Rep Stress Incr YES I WB 0.76 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix-AS Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=799/Mechanical,1=799/0-5-8 Max Horz 1=171(LC 12) Max Uplift 6=-288(LC 9),1=-189(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1336/460,2-3=-1062/379,3-4=-933/375 BOT CHORD 1-8=-547/1176,7-8=-280/703,6-7=-280/703 WEBS 2-8=-346/242,3-8=-11/268,4-8=-127/308,4-6=-925/370 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(])3-0-0 to 10-0-0,Exterior(2)10-0-0 to 14-2-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL.-1.60 ♦��1I11111111// 2) Provide adequate drainage to prevent water ponding. •4% S A. /// 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,%N ��•P ;44e '/, 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 ,`N•Ne ••�G E•N S+•• 1.1."ice will fit between the bottom chord and any other members. •• `V 'Z' 5) Refer to girder(s)for truss to truss connections. No 39380 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) * 6=288,1=189. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum :: sheetrock be applied directly to the bottom chord. 7 "0*. rr— • e • .///S/ONA�E�0 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 t _ o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.1693/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.1Ns design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall 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 fabrkratkxt storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPI l Quality Criteria,DSB 89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaltabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply • 713971719 15767T0 T29 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:20 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-hnE?znCPAtsadukuapcCciuGiXkUBL?eAxKXBvzIwOn 6-0-6 12-0-0l 15-11-0 I 20-1-8 I 6-0-6 I 5-11-10 3-11-0 4-2-8 Scale=1:35.5 6x6 11 2x4 I I 4x5= 3 14 4 15 16 59 II 5.0012 13 4x5:::- 2 2 r 12 1 I , 1 cr 3x8 I I 8 7 6 6x6= 4x10= 4x5= 6-0-6 12-0-0 20-1-8 6-0-6 I 5-11-10 I 8-1-8 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6),[1:0-0-5,0-6-5],[1:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFT. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.21 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.67 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 • REACTIONS. (lb/size) 6=799/Mechanical,1=799/0-5-8 Max Horz 1=205(LC 12) Max Uplift 6=-266(LC 9),1=-181(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1435/422,2-3=-890/284,3-4=-754/315 BOT CHORD 1-8=-563/1272,7-8=-563/1272,6-7=-218/490 WEBS 2-7=-570/269,4-7=-168/455,4-6=-777/359 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to 16-2-15 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,,%%111111111111 2)Provide adequate drainage to prevent water ponding. ,0" MPS A. . t, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s% O .• a ,� 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 �� .r .•'•G •N/ will fit between the bottom chord and any other members. �� k \_ •E S' •• . ,' 5)Refer to girder(s)for truss to truss connections. • w • i 6)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except t=lb N O 39380 P P eP at=lb) 6=266,1=181. — 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Fr.-tr. cr 7. • ��0••_�- in V"..** 4v�: -its •< pRI -.• -- 0,iao DC7%N 1111/ONA%1"`•`` Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 511-7473 rev.1003/2015 BEFORE USE out Design valid for use only with Mllek®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 bxllding 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 missy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIfPI I Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East BNd. Safely Information avaliabie from Truss Plate Institute,218 N.Lee Street.Spite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type a Qty Ply i. T13971720 15767T0 T30 Half Hip Girder 2 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:20 2018 Page 1 ID:zgoCtoiuAQ8g5HR W MjdZx7azyR56-hnE?znCPAtsadukuapcCciul KXgDBSCeAxKXBvzIwOn 4-2-2 7-10-0 4-P-2 3-7-14 Scale=1:17.6 Special _ NAILED 2x4 II 2 4x6 9 3 5.00 12 lig. ' iiiiiiiIr 1 mid- ii Ira 105 11 4 MIMI 2x4 I I NAILED 3x4= Special 354= 3x6 I I 4-2-2I 7-10.0 I 4-2-2 3-7-14 Plate Offsets(X,Y)- [1:0-1-11,0-4-13],[1:0-0-0,0-1-6],[2:0-1-4.0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 5-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.21 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 4=492/Mechanical,1=429/0-5-8 Max Horz 1=72(LC 21) Max Uplift 4=-199(LC 5),1=-136(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-634/219 BOT CHORD 1-5=-224/544,4-5=-225/559 WEBS 2-5=-26/267,2-4=-646/260 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. ,`k1 1 t 1 t i II��/ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� M S A. /� 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 ��� P A B ,., will fit between the bottom chord and any other members. ���`� ,..% • G E,N S 9iL �� 5)Refer to girder(s)for truss to truss connections. • •• \.- •F •• / i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) No 39380 4=199,1=136. 7)"NAILED"Indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)126 lb down and 203 lb up at 4-2-2 on top chord,and 105 lb down and 74 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s)Is 4 ' Cr Z the responsibility of others. : •• :�-•• : Z. i �� 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 O� / P � LOAD CASE(S) Standard °ii�s• .9*R 1 -•••�\Vis• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 'I,.SA O N A 1- '' Uniform Loads(plf) ,,/"/111111111- Vert: l I I I X1%0 Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:2=-116(B)9=-48(B)10=-105(B)11=-36(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIII.7473 rev.101032015 BEFORE USE mit Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indk:afed Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M Frei( 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/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inforrnalton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply 113971721 15767T0 T31 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:21 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-9znOA7D 1 xB_RF2J48W 8R9W RPcx_3wxVoPb34jMzIwOm 6-2-2 7-10-0 I 6-2-2 I 1-7-14 Scale=1:20.1 4x5=- 2 2 3 A � !■ Io 5.00 121111 10 d Ni. co 7 `N 9 (4, a3 1 5 2x4 ' 3x6 N 4 6-2-2 7-10-0 6-2-2 I 1-7-14 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-8,0-1-1] LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.31 5-8 >300 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.48 5-8 >196 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.17 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS I Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=48/Mechanical,4=263/Mechanical,1=311/0-5-8 Max Horz 1=106(LC 12) Max Uplift 3=-35(LC 8),4=-78(LC 12),1=-60(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-2-2,Exterior(2)6-2-2 to 7-9-4 zone;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. ``t r,t I I f I I I zi�Z 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 •• OP S A /� will fit between the bottom chord and any other members. ,., o0/?' .. & ,e, 6)Refer to girder(s)for truss to truss connections. ���\ .•"�GENS.'• • -1/1,'•� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 0 F•'• - i 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum No 39380 sheetrock be applied directly to the bottom chord. �. �.v`�'7/I •� �S Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 hut Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED fBTEK REFERANCE PAGE Ml-7473 rev.10/032015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,n,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdilable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type s Qty Ply ' T13971722 15767T0 T32 Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:26 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-VxbHDgHAIjcjLpB2w4jcsz89dylnb2zXYtnrPZzlwOh 3-11-6I 7-10-0 14-0-14 I 20-2-0 I 26-3-2 32-6-0 { 36-4-10 I 40-4-0 3-11-6 3-10-10 6-2-14 6-1-2 6-1-2 6-2-14 3-10-10 3-11-6 Scale=1:68.5 NAILED NAILED NAILED NAILED NAILED 7x10= 7x10=NAILED 4x5= 7x6= 4x5= 5.00 12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 23 3 24 25 26 4 27 28 29 5 30 31 32 6 33 34 735 36 4x5% ri'" '1 m-:., ,i,�iI iii-Ioaa�mrrrrrrrrr nr_ior_wr_��j'oiliiiii4 4x5 J 2 m 6 JrJ �� it ii �� iu �i �� R/, it �� .. a a . d 16 37 t5 38 39 14 40 41 42 13 43 44 12 45 46 11 47 10 5x6= 2x4 II NAILED 4x5 NAILED NAILED 8x10= NAILED NAILED 4x10=NAILED NAILED 8x10 NAILED 4x5= 2x4 II 5x6= JUS24 NAILED NAILED NAILED NAILED NAILED NAILED NAILED JUS24 3-11-6I 7-10-0 I 14-0-14 I 20-2-0 I 26-3-2 I 32-6-0 l 36-4-10 I 40-4-0 3-11-6 3-10-10 6-2-14 6-1-2 6-1-2 6-2-14 3-10-10 3-11-6 Plate Offsets(X,Y)-- [3:0-4-4,0-2-4],[7:0-4-4,0-2-4],[12:0-5-0,0-4-12],[14:0-5-0,0-4-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.46 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.86 13 >565 180 BCLL 0.0 * 1 Rep Stress Ina NO WB 0.70 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:470 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 3-5,5-7:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=3826/0-5-8,9=3831/0-5-8 Max Horz 1=77(LC 7) Max Uplift 1=-1144(LC 8),9=-1145(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-8139/2456,2-3=-8036/2366,3-4=-10574/3090,4-5=-11663/3382,5-6=-11663/3382, 6-7=-10590/3093,7-8.8048/2367,8-9=-8148/2458 BOT CHORD 1-16=-2213/7435,15-16=-2213/7435,14-15=-2088/7432,13-14=-2984/10637, 12-13=-2987/10652,11-12=-2089/7444,10-11=-2214/7444,9-10=-2214/7444 WEBS 3-15=-93/707,3-14=-998/3669,4-14=-1527/670,4-13=-316/1226,5-13=-784/441, 6-13=-311/1208,6-12=-1526/673,7-12=-1001/3674,7-11=-92/711 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `��111111 f/iiZ Top chords connected as follows:2x4-1 row at 0-7-0 oc. %0` S A •i, Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. `••OMP,.......A40 Tse Webs connected as follows:2x4-1 row at 0-9-0 oc. ,��,� .• .E N s''• 4///,� 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 V F."•, / •� 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. • .. NN O 39380 = 4)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=401t;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 = 5)Provide adequate drainage to prevent water ponding. "O: /"7 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i� <(/: 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 O••Ct` <(/• will fit between the bottom chord and any other members. i''‘� •4 9. f.1.1.0 Q;� ,`� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) �esC%?`� 1=1144,9=1145. �it,S�ONALS.••, 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 31-10-4 oc max.starting at 4-2-14 from Iz•/1/1111111" /+111 j j 11„-,%0 ` the left end to 36-1-2 to connect truss(es)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. Thomas A.Alban'PE No.39380 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails per NDS guidlines. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: May 7,2018 Continued on Daae 2 4 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M1-7473 rev.1003/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,notMN a tries system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulling design. Bracing Indicated Is to prevent buckling of IndiAdual buss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarcI g the fabrication,storage,delivery,erection and bracing of busses and truss systems.seeANSl/1PI i Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Bbd. Safely Information available from Truss Plate.Institute,218 N.Lee Street.Suite 312,Atexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Oty Ply T13971722 15767T0 T32 Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:26 2018 Page 2 ID:zgoOoiuAQ8g5HRW MjdZx7azyR56-VxbHDgHAIjcjLpB2w4jcsz89dylnb2zXYtnrPZzlwOh LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-7=-60,7-9=-60,17-20=-20 Concentrated Loads(lb) Vert:16=-472(F)15=-77(F)4=-154(F)13=-77(F)5=-154(F)6=-154(F)12=-77(F)11=-77(F)10=-472(F)24=-154(F)25=-154(F)26=-154(F)28=-154(F)29=-154(F) 30=-154(F)31=-154(F)33=-154(F)34=-154(F)35=-154(F)37=-243(F)38=-77(F)39=-77(F)40=-77(F)41=-77(F)42=-77(F)43=-77(F)44=-77(F)45=-77(F) 46=-77(F)47=-243(F) • •WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall briding design. &acing 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 properly damage. For general guidance regarding the fabdcallort storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avallctble from Truss Plate Institute,218 N.Lee Street,State 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Oty Ply T13971723 15767T0 T33 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:27 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56- 79fRAlo W 1 kazzmEUnFrOBgQHM2mKZNgnXW Ox?zlw0g 7-0-0 9-8-15 14-9-7 I 20-2-0 I 25-6-9 30-7-1_ 33-4-0 I 40-4-0 7-0-0 2-8-15 5-0-8 5-4-9 5-4-9 5-0-8 2-8-15 7-0-0 Scale=1:70.9 7x10= 7x10= 500 12 4x5= 6x6= 4x5= 2x4\\ ss3 rsa 22 tm 4 2a RI ea 5 CRI ea 6a 6 24 25 7 2x4�/ 2 iC ❑ 8 21411NN. Z 6U, 9 4 I n i t r' ii.. 1tl o 14 13 12 11 10 6x6_ 4x5= 6x6= 4x10= 6x6= 4x5= 6x6_ 9-8-15 14-9-7 20-2-0 25-6-9 30-7-1 40-4-0 9-8-15 l 5-0-8 I 5-4-9 I 54-9 I 5-0-8 I 9-8-15 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[3:0-5-13,Edge],[7:0-5-13,Edge],[9:0-0-6,0-0-2],[9:0-6-5m0-0-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.38 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.74 11-12 >656 180 BCLL 0.0 * Rep Stress Incr YES WB 0.43 Horz(CT) 0.19 9 r✓a n/a BCDL 10.0 Code FBC2017/1P12014 Matrix-AS Weight:203 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(2-7-10 max):3-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,9=1613/0-5-8 Max Horz 1=-88(LC 10) Max Uplift 1=-423(LC 12),9=423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3248/1187,2-3=-3105/1159,3-4=-3738/1395,4-5=-4039/1481,5-6=-4039/1481, 6-7=-3738/1392,7-8=-3105/1166,8-9=-3248/1195 BOT CHORD 1-14=-1015/2914,13-14=-929/2902,12-13=-1216/3758,11-12=-1219/3758, 10-11=-924/2902,9-10=-1012/2914 WEBS 3-13=-390/1138,4-13=-593/286,6-11.593/286,7-11=-390/1138,4-12=-100/426, 5-12=-315/179,6-12=-100/426 NOTES- ,,,1111111/i/ii 1)Unbalanced roof live loads have been considered for this design. ,��-tm cJ A, is 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=451t;L=40ft;eave=5ft;Cat. ,��O`v`p;.••A.•.;4�e ��j II;Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Exterlor(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 9-5-9,Exterior(2)9-5-9 to 36-6-14,Interior(1)36-6-14 to 40-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate •� "N••V�C E N SF•••�,,°• .• grip DOL=1.60 No 39380 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. 7 "O T CC 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •, .11.17.0114.1!,••'- 4/� 1=423,9=423. - • � ii• • *.4/ 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum %'\�••4`' Q Q;•• sheetrock be applied directly to the bottom chord. e `c •'• O R • C9`•� 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ij S'/ • •• • ''.‘4 ‘� 'is��0 N Al-1 os Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 I 0 WARNING-Verify da/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design k based only upon parameters shown,and Is for an indMdual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 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 stab iltly and to prevent collapse with possible personal tnhsy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Suss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Street.Suite.312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • ► Qty Ply 713971724 15767T0 T34 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:29 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-wW GPssJ22e_ICHwdcCHJTcmmi9lKoVgzEr?V?uzlw0e 5-11-6 11.8.15 17-5-4 22-10-12 28-7-1 34-4-10 40-4-0 5-11-6 I 5-9-9 I 5-8-5 I 5-5-8 5-8-5 I 5-9-9 I 5-11-6 i Scale=1:70.9 7x10= 7x10= 2x4 I I 6x6= 5.00 FIT34 5 4 9r 26 6 CRI VI rpm 4x5 4x5 C N N FRI 2 7 u� 21 - 27 IN 1 8 rY — 9 •, t c3 C le E. 19 o _ d 14 13 12 11 10 9 6x6= 2x4 I I 6x6= 7x10= 4x5= 6x6= 2x4 II 6x6 5-11-6 11-8-15 17-5-4 22-10-12 28-7-1I 34-4-10 i 40-4-0 5-11-6 I 5-9-9 i 5-8-5 I 5.5.8 5-8-5 5-9-9 5-11-6 Plate Offsets(X,Y)-- [1:06-5,0-0-5],[1:0-0-6,0-0-2],[3:0-5-13,Edge],[6:0-5-13,Edge],[8:0-06,0-0-2],[8:0-6-5,0-0-5] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.30 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.59 11-12 >824 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.32 Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:211 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2`Except` 2-0-0 oc purlins(2-7-6 max):3-6. 1-13,8-10:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,8=1613/0-5-8 Max Horz 1=108(LC 11) Max Uplift 1=-423(LC 12),8=-423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3283/1170,2-3=-3015/1120,3-4=-3298/1265,4-5=-3298/1265,5-6=-3295/1259, 6-7=-3015/1122,7-8=-3283/1172 BOT CHORD 1-14=-1018/2957,13-14=-1018/2957,12-13=-878/2743,11-12=-1049/3306, 10-11=-873/2743,9-10=-1012/2957,8-9=-1012/2957 WEBS 2-13=-252/157,3-13=-27/333,6-10=-26/333,7-10=-252/156,6-11=-262/828, 3-12=-267/833,5-11=-413/226,4-12=-347/230 ,,,1%111111IIIIIII NOTES- .0 p,$ A. 4,� 1)Unbalanced roof live loads have been considered for this design. �� 0� ......... �e.t'a, 2)Wind:ASCE II;Exp C;End.,GCp0; i=0.18;MW FRS(diirnd rectional)and Cust) -C Exterior(2)0-0-0 to4-0-6,4 06,Interiorr((1)4-0-6 n to 115 9,Exterior(2)11 5-9 Cat. �.1' •••V�G E N S6' �_v-' 34-4-10,Interior(1)34-4-10 to 40-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate No 39380 I. 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 'O `�', cr► will fit between the bottom chord and any other members. , •. �•„may>�4 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i 0 •• /r•� - : ei•: • 1=423,8=423. moi. AN O A 1 O 1"..*,?., 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 4,0..c1 ••..•••• .! `• sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �I"Ig N Al—,;0 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 till Q WARNNVG-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 51147473 rev.1 010 32 0 1 5 BEFORE USE. • Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web ands/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 regardkg 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. Sally intormallon avdktde from Truss Plate Institute,218 N.tee Street,Suite 312,Alexa dries VA 22314. Tampa.FL 33610 Job Truss Truss Type • • Qty Ply 113971725 1576770 T35 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:30 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-Oign3CKgpy69gRVp9voY0pIxTZ2qXwF6TV12YKzlwOd i 6-3-6 12-4-15 I 20-2-0 27-11-1 34-0-10 40-4-0 6-3-6 6-1-9 7-9-1 7-9-1 6-1-9 6-3-6 Scale=1:70.9 7x10= 7x10= 7x6= 5.0012 3 0 w 2� 42 tm 4 ,, 21, J4 ,:z5 25 4x5 i 4x5 441141444%4441114494 14 2 6 O 1 19 26 7 4 0 12- 11 10 9 8 2x4 I I 6x6 7x10= 6x6= 2x4 11 6x6= 6x6 = 6-3-6 12-4-15 20-2-0 27-11-1 34-0-10 40-4-0 1 6-3-6 I 6-1-9 I 7-9-1 I 7-9-1 6-1-9 I 6-3-6 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[3:0-5-4,Edge],[5:0-5-4,Edge],[7:0-0-6,0-0-2],[7:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.62 Vert(LL) -0.27 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.58 9-10 >839 180 BCLL 0.0 * Rep Stress lncr YES WB 0.42 Horz(CT) 0.18 7 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:202 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied,except 3-4,4-5:2x4 SP SS 2-0-0 oc purlins(3-1-10 max):3-5. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,7=1613/0-5-8 Max Horz 1=114(LC 11) Max Uplift 1=-423(LC 12),7=-423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-328211175,2-3=-2967/1107,3-4=-3235/1248,4-5=-3235/1248,5-6=-2967/1107, 6-7=-3282/1176 BOT CHORD 1-12=-1022/2953,11-12=-1022/2953,10-11=-859/2696,9-10=-849/2696,8-9=-1012/2953, 7-8=-1012/2953 WEBS 2-11=-299/182,3-11=-23/389,3-10=-240/786,4-10=-533/325,5-10=-240/786, 5-9.23/389,6-9=-300/182 `,11111111//III NOTES- �O� S A. lie 1)Unbalanced roof live loads have been considered for this design. , 'OMP;.......q• &��1•-jam 2)II; nd:ASCE Exp C;Encl.,l0;GCpf=0.18;MW FRS(directional)and Ct) IC Exterior(2)0-0-0 to 4 0-6,Interior(1)orr(1)4-0-6 to B 12-1-9, ft;1-9LExterior(2)12-1-9 to ♦♦t;Cat. ♦`�?•••�`G E N SFS q-v1,°• 34-0-10,Interior(1)34-0-10 to 40-4-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate No 39380 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 �"0: C will fit between the bottom chord and any other members. 13•• ,11.17"..--t � • LU 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift at joints except t=lb ���- :k/ • 1=423,7=423. 0,�A\ •� c It• ♦♦ 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum e•<s••• O R...... ,� - �� 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 'It ON N Ann ;11111, Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 1 N o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE ARI-7473 rev.IGWd2015 BEFORE USE mit Design valid for use only with MiTek®connectors.Ibis design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property 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 required for stability and to prevent collapse with possble personal injury and properly damage. For general guidance regarding the tabrlcation,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPtl Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely intormalion avalaUie from Iran Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply 113971726 15767T0 136 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:31 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-suOAGYLJaGE0Sa4?jdJnZ1 r4FzOfGLmGi9Uc4nzlwOc 7-3-6 14-4-15I 20-2-0 25-11-1 I 33-0-10 I 40-4-0 7-3-6 7-1-9 5-9-1 5-9-1 7-1-9 7-3-6 Scale=1:69.7 7x10= 2x4 II 7x10= 5.00 12 3 21m w w 4 2U3 w m24 mie / 4x5%20 25 4x5 2 6 rb 19 26 rb 1 \ — _7 0 0 a r '` f;' Il_! Id 12 11 27 10 28 9 8 2x4 II 6x6= 4x10= 6x6= 2x4 I I 6x6= 6x6 7-3-6 14-4-15 20-2-0 25-11-1 33-0-10 40-4-0 7-3-6 7-1-9 I 5-9-1 5-9-1 7-1-9 - 7-3-6 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[3:0-5-4,Edge],[5:0-5-4,Edge],[7:0-0-6,0-0-2],[7:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (roc) 1defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.25 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.51 9-10 >954 180 BCLL 0.0 * Rep Stress'nor YES WB 0.54 Horz(CT) 0.18 7 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-AS Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-2-4 max.):3-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,7=1613/0-5-8 Max Horz 1=-134(LC 10) Max Uplift 1.423(LC 12),7=-423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3282/1150,2-3=-2784/1048,3-4=-2744/1099,4-5=-2744/1099,5-6=-2784/1048, 6-7=-3282/1150 BOT CHORD 1-12=-991/2950,11-12=-991/2950,10-11=-773/2502,9-10=-764/2502,8-9=-982/2950, 7-8=-982/2950 WEBS 2-11=-506/242,3-11=-53/430,3-10=-148/498,4-10=-381/234,5-10=-148/498, 5-9=-53/430,6-9=-506/242 NOTES- 111111111/, 1)Unbalanced roof live loads have been considered for this design. ,����,p,S A. q�.4 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. `� oM,••.••..••ie ., II;Exp C;End.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 14-1-9,Exterior(2)14-1-9 to •� GEN '9 •i 31-10-14,Interior(1)31-10-14 to 40-4-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate k .•V\ SF•••, °• grip DOL=1.60No 39380 .•T. 3) Provide adequate drainage to prevent water ponding. - • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * • = 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _ �-,� will fit between the bottom chord and any other members,with BCDL=10.0psf. = -o: �- c' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) p•• •:�1Ki -• L(/ 1=423,7=423. i '. �V�� �4/ 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum %'���;"� Q p;• �4. sheetrock be applied directly to the bottom chord. fie,`s •.0 R 1••```C?`•� 8)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. •j S/ G` .• Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNiiG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.1O03/2015 BEFORE USE mil Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and is for an individual buNding 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. Adtlibnal temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng 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. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312.filexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply 113971727 15767T0 T37 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:32 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-K5yYUtMxLZMt3kfBHKg05EOFfNkW?phPxpE9cDzIwOb 5-6-7 11-0-4 16-4-15 23-11-1 29-3-12 34-9-9 40-4-0 5-6-7 I 5-5-12 I 5-4-11 I 7-6-2 l 5-4-11 l 5-5-12 5-6-7 Scale=1:70.9 3x4\\ 6x8 3x4\\ 3x4\\ 7x10= 5.00 Fr 4 3x4\\ 3x4\\ 3x4\\ 21 22 0• 'w 4x5 4x5 20 6 23 6x6% 6x6 o Ju 6x6 r N 19 2�� ./*/.4 24 n \ / 1- ' v 1 S8 0 is 12 11 25 10 9 6x6= 4x5= 6x6= 7x10= 7x6= 6x6= 8-3-6 16-4-15 23-11-1 32-0-10 40-4-0 8-3-6 I 8-1-9 l 7-6-2 l 8-1-9 8-3-6 Plate Offsets(X,Y)— [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[4:0-3-15,0-30],[5:0-5-4,Edge],[8:0-0-6,0-0-2],[8:0-6-5,0-0-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.28 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.58 10-11 >831 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.17 8 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:222 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied,except 4-5:2x4 SP SS 2-0-0 oc purlins(3-2-12 max.):4-5. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 8-4-15(5-11); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,8=1613/0-5-8 Max Horz 1=155(LC 11) Max Uplift 1=-423(LC 12),8=423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3302/1145,2-3=-3088/1094,3-4=-2534/994,4-5=-2296/970,5-6=-2567/1005, 6-7=-3088/1093,7-8=-3301/1143 BOT CHORD 1-12=-988/2972,11-12=-868/2665,10-11=-679/2326,9-10=-857/2666,8-9=-975/2971 WEBS 3-12=-53/360,3-11=-529/276,4-11=-119/601,5-10=-99/591,6-10=-469/247, 6-9=-54/356 ,,�IIIIIt11//// NOTES- ,S'• p,S A. 44 //// 1)Unbalanced roof live loads have been considered for this design. `•% ��• e /�� 2)III Exp C;Encl.,ind:ASCE lGCp0; i=0.18;MWFRS(directional)and Ct) -C Exterior(2)0-0-0 to4-0-6,4 0-6,me orr(1)4-0-6 to 15-11-11,f;h=25ft; fExterior(2)ft'Cat. ` `.�•.��G�E�IV •S�.;9,y,�.• • 15-11-11 to 29-10-14,Interior(1)29-10-14 to 40-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber : No 39380 ' 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. - • * 1 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. � e� • L(/ Ll_�—% 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) �Q�•.,.�-�� �(!. 1=423,8=423. i �(1 P.'•• 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2*gypsum ,�j�V •< O A 1�' C?`��� sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,��/•/1111.1111111%- Thomas s I69N. N A11`%- Thomas A.Albani PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 501-7473 rev.10/032015 BEFORE USE i' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdud truss web and/or chord members only.Addi k anal temporary and permanent bracing M Frei( 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/IP11 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Intormallon avdlable from Truss Plate institute.218 N.Lee Street,Suite.312,Alexandra,VA 22314. Tampa.FL 33610 Job ITruss Truss Type Qty Ply I 1 T13971728 15767T0 !T38 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:33 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-oH W whDMZ6tUkhuDOr2LFeSwR7n4zkFIZ9Tzj8fzIwOa 6-2-7 12-4-4 18-6-0 27-11-12 -_ 34-1-9 40-4-0 6-2-7 6-1-12 6-1-12 9-5-12 6-1-12 6-2-7 Scale=1:69.7 6x6 11 6x6 r i 5.00 12 4 5 21 S is 4x5 4x5 J 3 20 6 6x6 11 I 6x6 m 7 ei6 2• /; 22 19 I Ne 8 0 - . Io 12 23 24 11 10 25 26 9 7x6= 7x6= 6x6= 7x10— 4x5= 6x6= 9-3-6 18-6-0 21-10-0 31-0-101 40-4-0 j 9-3-6 9-2-10 3-4-0 9-2-10 9-3-6 Plate Offsets(X,Y)-- [1:0-0-6,0-0-2],[1:0-6-5,0-0-5],[8:0-0-6,0-0-2],[8:0-6-5,0-0-5] 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 0.66 Vert(LL) -0.46 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.82 9-10 >592 180 BCLL 0.0 " Rep Stress Incr YES WB 0.53 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS 1 Weight:221 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except" BOT CHORD Rigid ceiling directly applied. 9-11,11-12:2x4 SP No.1 WEBS Web Brace:Length(member) 6-0-0(3-11);6-0-0(6-10); WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,8=1613/0-5-8 Max Horz 1=180(LC 11) Max Uplift 1=-423(LC 12),8=-423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3294/1101,2-3=-3056/1031,3-4=-2290/890,4-5=-2053/863,5-6=-2287/889, 6-7=-3056/1031,7-8=-3294/1101 BOT CHORD 1-12=-927/3043,11-12=789/2638,10-11=-519/2072,9-10=-777/2573,8-9=-922/2963 WEBS 2-12=-273/222,3-12=-46/474,3-11=-770/360,4-11=-165/636,5-10=-165/636, 6-10=-771/360,6-9=-46/475,7-9=-272/222 ```�/1111111//��, N TES- 1)Unbalanced roof live loads have been considered for this design. ``'r •..p,S....... A . Ade��'e 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. •s .r C E N S••.'T moi . II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 18-6-0,Exterior(2)18-6-0 to • V F L/ 21-10-0,Interior(1)27-6-7 to 40-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip .•, No 39380 DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. _ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ='O 0=Z 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •• ,•►�•. /� • iii will fit between the bottom chord and any other members,with BCDL=10.Opsf. 0 •. • 4/ 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ice• '" O f3 ,Q 5/��,� 1=423,8=423. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ',''iss/3 N At. ?0,, sheetrock be applied directly to the bottom chord. ,,�/1111111r1 ' Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 f, 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.107)3/2015 BEFORE USE. mll Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.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 tnrss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate.Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply • 713971729 1576770 T39 HIP GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:35 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-Igeg6vOpeUkRWCNmyTOjjtOi NanRC4_sdnSpDYzIwOY I 6-4-13 I 12-8-14 I 19-1-0 121-3-0 I 26-0-4 I 30-9-8 I 35-6-12 I 40-4-0 6-4-13 6-4-2 6-4-2 2-2-0 4-9-4 4-9-4 4-9-4 4-9-4 Scale=1:71.1 6x6 11 6x8 5.00 FIT 4 5 :411114, 5x6 tI :� 4x5 6x8 i 7 n • 411111111111111"::: 64 . 7x10 t - 2 ♦; 8 ro[ t}- • - -- ��I r I1 = Io es 24 16 15 14 13 12 23 11 25 26 10 6x6__ 2x4 I I 6x6 — 4x10= 4x6- 10x14 MT2OHS= 7x6= THD26 II 4x10= THDH28-2 JUS24 JUS24 THIS TRUSS IS NOT SYMMETRIC. JUS24 PROPER ORIENTATION IS ESSENTIAL. 6-4-13 12-8-14 19-1-0 21-3-0 26-0-4 30-9-8 35-6-12 40-4-0 I 6-4-13 I 6-4-2 6-4-2 12-2-0 I 4-9-4 I 49-4 I 49-4 I 49-4 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[5:0-2-12,0-2-4],[6:0-2-4,0-2-8],[9:Edge,0-0-3],111:0-3-0,0-4-12],[12:0-7-0,0-3-4],[13:0-2-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.40 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.70 12-13 >691 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight 787 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. 1-2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP SS*Except* 9-12:2x8 SP SS,12-15:2x4 SP No.1 WEBS 2x4 SP No.3*Except* 6-12:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=4579/0-5-8,9=8739/0-5-8 Max Horz 1=-186(LC 23) Max Uplift 1=-1448(LC 8),9=-2879(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-10110/3232,2-3=-10157/3338,3-4=-9685/3279,4-5=-8918/3083,5-6=-10349/3528, 6-7=-16250/5481,7-8=-19426/6521,8-9=-20053/6640 BOT CHORD 1-16=-2893/9202,15-16=-2898/9208,14-15=-2916/9343,13-14=-2997/9609, 12-13=-4779/14746,11-12=5912/17960,10-11=-6063/18418,9-10=-6064/18432 8/378,3-14=-805/370, 127/3448, 625, WEBS 6-13=-8499/2945,6-12122905/8647,7-112=-4023/1423,17 11==--1204/3622,8-11=-598/186,/ ��Olt SIA I A r',,,� 8-10=-135/384,5-14=-3110/1194 �.% ,-. �`•-....• `e'9,, NOTES- :`'`••••\'\ SCc••'�• � i 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: No 39380 Top chords connected as follows:2x4"1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 6-12 2x4-2 rows staggered at 0-4-0 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 1 "0 i-, ......:N— ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �./���v/.G ; 3)Unbalanced roof live loads have been considered for this design. i 0 •. i—----- � • 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft L=40ft;eave=5ft;Cat. ' ./ .. �• R 1 Q **.••• \� 5)Provid adequate drat age tII;Exp C;End.,GCpi=0.18;o p e entFRS(dwaterlonal);pondingumber DOL=1.60 plate grip DOL=1.60 ,'11,,`).::::7N:41:::‘-11;%‘4•; S/p N A l-���`` 6)All plates are MT20 plates unless otherwise indicated. ilI111111111%1'�� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Thomas A.Albani PE No.39380 will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cert 6634 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6904 Parke East Blvd.Tampa FL 33610 1=1448,9=2879. Date: 10)Use USP THDH28-2(With 16d nails into Girder&16d nails into Truss)or equivalent at 26-5-8 from the left end to connect May 7,2018 Conttri f9St fatback face of bottom chord. I - tilt tee. AL WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MII.7473 rev.106312015 BEFORE USE ' Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for a1 IndlNdual building component,not a truss system.Before use,The building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the VAN k:otkrn,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IP11 Quality Criteria,DSB-89 and SCSI BuNding 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 T13971729 15767T0 T39 HIP GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:35 2018 Page 2 I D:zgoQotuAQ8g5H R W MjdZx7azyR56-Igeg6vOpeUkRWCNmyTOjjtOi NanRC4_SdnSpDYzIwOY NOTES- 11) Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 28-3-4 from the left end to 32-3-4 to connect truss(es) to back face of bottom chord. 12)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 34-3-4 from the left end to connect truss(es)to back face of bottom chord. 13) 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=-60,4-5=-60,5-9=-60,17-20=-20 Concentrated Loads(Ib) Vert:12=-6059(B)23=-779(B)24=-779(B)25=-779(B)26_1696(B) 1 � Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. 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 fab rlcafion,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 Truss Plate Institute,218 N.Lee Street,Suite 3t2.Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply TI3971730 15767T0 140 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:36 2018 Page 1 I D:zgo0oiuAO8g5H RW MjdZx7azyR56-DsB3KFPRPotIYMyzW AvyG4Y0t_81XYG?rRCNI_zIwOX 6-1-15 12-3-4 18-4-8 21-11-8 26-4-0 6-1-15 I 6-1-4 1 6-1-4 3-7-0 4-4-8 64 II Scale=1:49.9 6x8 4 5 15 5.00 1r� N 12 �� rM II 4x5. 14 t� 2x4 6 3 11. til, \\I t1t O N6x6 ` ,. 2 N.\ ,� + 1 IM4 9 16 17 8 18 19 7 4x6 11 7x6= 7x10= 5x6= 9-2-10 18-4-8 21-11-8 26-4-0 9-2-10 i 9-1-14 i 3-7-0 4-4-8 I Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-12,0-1-5],[7:0-3-0,0-2-12],[8:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.15 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.31 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-AS Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-11-6(3-8);6-7-14(5-7); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1048/0-5-8,7=1048/Mechanical Max Horz 1=242(LC 12) Max Uplift 1=-245(LC 12),7=-305(LC 12) Max Gray 1=1048(LC 1),7=1057(LC 19) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1976/572,2-3=-1712/510,3-4=-885/347,4-5=-752/375 BOT CHORD 1-9=-707/1765,8-9=-534/1305,7-8=-188/469 WEBS 2-9=-333/228,3-9=-73/514,3-8=-730/333,5-8=-233/751,5-7=-967/394 NOTES- 1)Unbalanced roof live loads have been considered for this design111 I I 1 l l,. 0; lt=130mph(3-second 2)II; nd:ASCE ExpC;End., 0.18;MW FRS(directional)and C) -C Exterior(2)0-0 0 to 3 0-0,Interior(1)orr((1")3-0 0ttto 18-4-8,Exterior(2)18-4-8 to `.�',,,, ........ A .. '���� 21-11-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .� .• \G•E•N s'• '9,y i, 3)Provide adequate drainage to prevent water ponding. •• \, F•.•. / 4)All plates are 3x4 MT20 unless otherwise indicated. .` 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 39380 • ' 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members,with BCDL=10.0psf. _ • /** p. �1 • 7)Refer to girder(s)for truss to truss connections. ":::::3:0::: -O '-i ;Cr 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) � LU � O �,_r"'C (vim 1=245,7=305. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum "< ,• O R 1 Q P:•• ,�� sheetrock be applied directly to the bottom chord. • C? ��,,1�NA�1``,,.. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 1 __ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND WCLUDED MI7EK REFERANCE PAGE Mt-7473 rev.1603/1015 BEFORE USE. 1111. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. Add iltonal 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/TPI I Quality Criteria,DSB-89 and BCSI Building Component Solely Information available from Truss Plate.Institute,218 N.Lee Street Suite 312, iexandrta.VA 22314. Tampa.FL 33610 Job I Truss 1 Trussuss T • Qty Ply 1 1 TI3971731 1576770 1741 Hip I 1 1 Job Reference(optional) , Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:37 2018 Page 1 I D:zgoQoi uAQ8g5H RW MjdZx7azyR56-h21 RXbQ3A6?9AVX94uQBo15410TRg2f845xwHQzlwO W 5-5-15 10-11-4 16-4-8 __ 26-4-0 1 5-5-15 5-5-4 5-5-4 — 9-11-8 H 7x6= Scale=1:47.0 6x6 11 3x4 4 15 16 5 2x4 II 5.00 Ft2 A gyri % 4x5 14 Cl 3 K� � 6x6 a o 4- 2 • KPK� r6 V✓ \6.13 I lid _ `_ r -0 OS 9 8 17 18 7 4x6 11 6x6= 7x10= 5x6= 8-2-10 16-4-8 23-11-826-4-0 8-2-10 8-1-14 7-7-0 I 2-4-8 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-12,0-1-5],[7:0-3-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.32 7-8 >990 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.55 7-8 >571 180 BCLL 0.0 Rep Stress Inca YES WB 0.64 Horz(CT) 0.05 7 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS I Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-1-4(5-7); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1048/0-5-8,7=1048/Mechanical Max Horz 1=242(LC 12) . Max Uplift 1=-245(LC 12),7=-305(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1999/591,2-3=-1774/539,3-4=-1082/398,4-5=-942/420 BOT CHORD 1-9=-736/1789,8-9=-587/1399,7-8=-142/315 WEBS 2-9=-280/204,3-9=-71/418,3-8=-605/289,5-8=-311/874,5-7=-1003/498 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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. `,1%%I I I III,g,� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-4-8,Exterior(2)16-4-8 to ,sO_PS A. A�"ti, 26-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �• e 3) Provide adequate drainage to prevent water ponding. N.`� .•' G E•N s•..'92 i� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• V F•••, • 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 No 39380 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=1b) 1=245,7=305. wf 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum • . • 4,01.,....40,- . k/4 i�ei'SS,10 N •AI.�E?Ca V. IInIII Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 i 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev,10103/2015 BEFORE USE. mit Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the 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,erecflon and bracing of trusses and truss systems,seeANSI/lPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply TI3971732 15767T0 T42 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:38 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-9FJpkxQixP70nf6LdbxQLVeF?ouW PRRIJIhTgtzlwOV 7-2-10 I 14-4-8 I 20-4-4 25-11-8 2F�-4 0 7-2-10 7-1-14 5-11-12 5-7-4 0-4-8 Scale=1:44.8 6x6 11 4x5= 4x5= 3 15 4 16 17 5 5.00 i. 14 4x5 2 a 13 1 1 9 8 18 7 19 4x6 II 6 2x4 II 7x10= 4x5= 3x5 I I 7-2-10 14-4-8 20-4-4 26-4-0 7-2-10 I 7-1-14 I 5-11-12 5-11-12 Plate Offsets(X,Y)-- [1:0-2-12,0-1-5],[1:0-0-5,0-6-51,[1:0-0-2,0-0-6],[8:0-4-4,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.08 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.21 8-9 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.86 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1048/0-5-8,6=1048/Mechanical Max Horz 1=246(LC 12) Max Uplift 1=244(LC 12),6=-351(LC 9) Max Gray 1=1048(LC 21),6=1057(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1973/570,2-3=-1296/422,3-4=-1116/454,4-5=-796/304,5-6=-991/428 BOT CHORD 1-9=-728/1755,8-9=-728/1755,7-8=-304/796 WEBS 2-9=0/275,2-8=-704/299,4-8=-219/467,4-7=-725/386,5-7=-438/1147 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. 0111111111, II;Exp C;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 14-4-8,Exterior(2)14-4-8 to ,�0%`` $ A. A��Ii 18-7-7 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �% ��......... �e �� 3) Provide adequate drainage to prevent water ponding. .%� ' .•• G E N ••• '9.t.'1,. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • •• V 6'•••. 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 No 39380 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=244,6=351. "0 / 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum - CC/ sheetrock be applied directly to the bottom chord. i t� ��/ �4./ . 00S'' ��N A�:,is . . 0Rk�. CS .`% SE � Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me.7473 roe 10032015 BEFORE USE -- Design valid for use only with MiTek®connectors.This design l based only upon parameters shown,and is for an Irdis dual buNding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall briding design. Bracing Indicated is to prevent budding of IndNidual truss web and/or chord members only. Additional temporary and permanent bracing Mile k • is always required for stability and to prevent collapse with posstle personal E*,y and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA NSI/1Pl1 Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply T13971733 15767T0 T43 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:39 2018 Page 1 ID:zgo0oiuAQ8g5HRW MjdZx7azyR56-dRtByHRKijFtPphYBISttiAT1 BCi8xVRYPQ 1 MJzIwOU 6-1-8 11-11-8 18-11-4 25-11-0 I 6-1-8 I 5-10-0 6-11-12 I 6.11-12 Scale=1:44.3 6x6 11 4x5= 4x5= 4 17 18 19 5 20 21 6 11, o,/CI 5.00 I12 4x5 16 3 , 4x5 15 2 1 1e 1d �� El T u d 10 9 8 7 5x6 I I . 2x4 II 7x10= 4x5= 3x5 I I 6-1-8 11-11-8 18-11-4 25-11-0 I 6-1-8 I 5-10-0 I 6-11-12 I 6-11-12 I Plate Offsets(X,Y)-- [9:0-4-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.19 9-10 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(CT) 0.04 7 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1031/Mechanical,7=1031/Mechanical Max Horz 1=205(LC 12) Max Uplift 1=-247(LC 12),7=358(LC 9) . FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1828/573,3-4=-1419/488,4-5=-1253/507,5-6=-1017/380,6-7=-966/417 BOT CHORD 1-10=-694/1622,9-10=-694/1622,8-9=-380/1017 WEBS 3-9=-416/209,4-9=0/257,5-9=-161/301,5-8=-650/376,6-8=-475/1268 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-11-8,Exterior(2)11-11-8 to 16-2-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. ,,,r,�� II.... 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� -APS A.• "44,911 ♦' 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 .. r` ♦ will fit between the bottom chord and any other members. �� '•••' G• •N 5) Refer to girder(s)for truss to truss connections. :� k • V\ E S�:•••-$%• ♦♦•• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(It=lb) No 39380 1=247,7=358. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum • sheetrock be applied directly to the bottom chord. jvii � �0�.' lig P ;?�4. ��'s`s i�N A�• �tO Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10/03/2015 BEFORE USE. 1 tut Design valid for use only with MlTekc9 connectors.This design is based only upon parameters shown.and Is for an individual building component not a truss system.Before use,the bunting designer must verify the applicabilty of design parameters and properly Incorporate this design into the overall b Mick g design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informallon available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty Ply T13971734 15767TO T44 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:39 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-dRtByHRKijFtPphYBISftjATKBBY8wPRYPQ1 MJzIwOU 5-7-8 10-11-8 18-5-4 25-11-0 5-7-8 5-4-0 7-5-12 7-5-12 Scale=1:44.3 6x6 11 4x5= 4x5= 4 17 18 19 5 20 21 6 5.00 12 % a U 4x5% 16 3 I 4x5 i 2 15 10 9 8 7 5x6 II 2x4 II 7x10= 4x5= 3x5 II 5-7-8 10-11-8 18-5-4 25-11-0 5-7-8 I 5-4-0 7-5-12 I 7-5-12 Plate Offsets(X,Y)-- [9:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. 1 ' DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.19 9-10 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.75 Horz(CT) 0.04 7 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight 140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1031/Mechanical,7=1031/Mechanical Max Horz 1=188(LC 12) Max Uplift 1=251(LC 12),7=-357(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1825/590,3-4=-1499/522,4-5=-1337/535,5-6=-1159/427,6-7=-962/414 BOT CHORD 1-10=-696/1620,9-10=-696/1620,8-9=-427/1159 WEBS 3-9=-323/180,4-9=0/280,5-8=-621/371,6-8=-505/1367 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-8,Exterior(2)10-11-8 to 15-2-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`,�tll I i 1 t t t f fi. 3)Provide adequate drainage to prevent water ponding. `� S A. It 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •% 0 . ........A40 ��j, 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 ���k.� .••\•G E Ng.-•• 92.� will fit between the bottom chord and any other members. • V c �o 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) No 39380 1=251,7=357. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum _ sheetrock be applied directly to the bottom chord. i"fl • 7.1::.111 ,� : .: .::'1.-5 4\*il 4.51. S /70°Ir.: � :-R-7- Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M61-7473 rev.10/03/2015 BEFORE USE lei Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required to 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.seeANSV1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 `Job Truss Truss Type a Oty Ply 113971735 15767T0 T45 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:40 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-5dRZ9dSyS1 NklzGklOzuQwjdVbVgtLpbm2AaulzlwOT 7-0-0 9-7-0 17-9-0 25-11-0 7-0-0 I 2-7-0 I 8-2-0 I 8-2-0 Scale=1:43.9 6x6 1\ 7x6= 4x5= 4 16 17 18 5 19 20 6 5.0012 2x4V� � 'I CI 15 ' 4x5 14 2 v. 1 e 44 9 8 7 6x6117x10= 61ES= 3x511 9-7-0 17-9-0 25-11-0 I 9-7-0 I 8-2-0 I 8-2-0 Plate Offsets(X,Y)— [9:0-4-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0,14 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.30 9-12 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.87 Horz(CT) 0.04 7 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:131 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1031/Mechanical,7=1031/Mechanical Max Horz 1=164(LC 12) Max Uplift 1=-255(LC 12),7=356(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1771/619,3-4=-1577/569,4-5=-1449/557,5-6=-1361/491,6-7=-956/412 BOT CHORD 1-9=-680/1563,8-9=-514/1399 WEBS 4-9=-30/355,6-8=-547/1510,5-8=-583/356 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-0,Exterior(2)9-7-0 to 13-9-15 zone;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. ``0111111 i/I 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . M S A, to e 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 `k� P ... e d, will fit between the bottom chord and any other members. ♦♦♦2 , .XL)••' C,•E•N S"•..„, 5)Refer to girder(s)for truss to truss connections. •" V F • - • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N O 39380 1=255,7=356. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ••• sheetrock be applied directly to the bottom chord. •:::::°:\;\:19,.11777:70-67.117N1--RA.7\—.9 .0.C.":%:%.41:1: 11/11111110 Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 f, __ A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.1003/2075 BEFORE USE. Design valid for use only with Milek®connectors.this design Is based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of tndMdual teas web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal Inkly and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPil Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely IntormatIon avalable from truss Plate Institute,218 N.Lee Street,State 312,Alexa dila.VA 22314. Tampa.FL 33610 Job Truss Truss Type . l Qty Ply T13971736 15767T0 T46 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:41 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-Zq?yNyTaDKVbe7rwJjV7z8Gpg?tMcrNk?iv8QCzIwOS 7-7-0 13-8-15 19-9-1 25-11-0 i 7-7-0 i 6-1-15 6-0-3 6-1-15 Scale=1:4.3.9 7x10= 2x4 11 6x6= 4x5= 5.00171 3 17 18 19 4 5 20 21 6 O 4x5 1.--- 6 • 2 is 1 0 iV° S .T, - '.- --' ''' 21io 1 10 9 8 7 5x6 II 2x4 11 7x10= 4x5= 2x4 11 7-7-0 13-8-15 19-9-1 25-11-0 I 7-7-0 6-1-15 i 6-0-3 6-1-15 Plate Offsets(X,Y)-- [3:0-4-4,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.10 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.21 9-10 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.59 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1031/Mechanical,7=1031/Mechanical Max Horz 1=130(LC 12) Max Uplift 1=260(LC 12),7=-355(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1779/609,3-4=-1886/671,4-5=-1886/671,5-6=-1370/476,6-7=-971/394 BOT CHORD 1-10=-626/1565,9-10.623/1570,8-9=-490/1397 WEBS 3-10=0/256,6-8=-539/1554,3-9=-187/368,5-8=-681/347,4-9=-368/222,5-9=-223/574 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-7-0,Exterior(2)7-7-0 to 11-9-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. `, 11;III1////� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�‘-A S A. ite 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 ��� �M. ......., ASB �'i� will fit between the bottom chord and any other members. •,•% .•'�G E N S•••./4,',i 5)Refer to girder(s)for truss to truss connections. • •• V F ••. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=1b) N O 39380 1=260,7=355. • • 7)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. -0: : •� : � ; 'Job !Truss Truss Type . Qty Ply T13971737 15767T0 T47 1 Flat ,1 1 I i !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:42 2018 Page 1 I D:zgoOoiuAQ8g5H R W MjdZx7azyR56-20ZKal TC_edSGHQ6sR0MVLo0OPFuLGBtEMfhzezlwOR 6-6-10 12-11-8 ! 19-4-6 I ____25-11-0 6-6-10 6-4-14 6-4-14 6-6-10 Scale=1:43.9 4x5= 4x5= 6x6= 4x5= 4x5= I 11 12 2 313 14 4 15 16 5 El T El 10 9 a 7 6 2x4 II 4x5= 7x10= 4x5= 2x4 II 6-6-10 12-11-8 19-4-6 25-11-0 6-6-10 6-4-14 6-4-14 ! 6-6-10 i Plate Offsets(X,Y)-- j6:0-2-0,0-0-4],[10:0-2-0,0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 I Vert(LL) 0.16 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) :0.30 8-9 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.75 Horz(CT) 0.04 6 Na n/a BCDL 10.0 Code FBC2017/TPI2014 i Matrix-AS I Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1025/Mechanical,6=1025/Mechanical Max Uplift 10=-351(LC 8),6=-351(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-959/376,1-2=-1859/609,2-3=-2431/767,3-4=-2431/767,4-5=-1859/609, 5-6=-959/376 BOT CHORD 8-9=-609/1859,7-8=-609/1859 WEBS 5-7=-640/1959,1-9=-640/1959,4-7=-656/329,2-9=-656/329,4-8=-265/625, 2-8=-265/625,3-8=-372/214 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 25-9-4 zone;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. ```�% M M i l l ii, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `O`A S A. Ie', 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 `NS • A e will fit between the bottom chord and any other members. ,���� .•• �,E•N S '9jL i� 5) Refer to girder(s)for truss to truss connections. •• V F•••. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : No 39380 1 10=351,6=351. * 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. _ • * -0 . 1323......-d1:2illeilliii,...:, .• '''Lij%::: • csOA9 ?,.isR1 . • \ %• ,, • • 41 c �, ' Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 4 _ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIN-7473 rev.1093/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. 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,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tempa.FL 33610 Job Truss Truss Type 4 Qty Ply 713971738 15767T0 148 Flat Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:44 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-_Pg4?_VSW FLAW aZV_S2gamuHzCgNp98Ahg8o1 W zIwOP 5-3-4 10-4-12 15-6-4 20-7-12 25-11-0 5-3-4 I 5-1-8 5-1-8 I 5-1-8 5-3-4 Scale=1:44.0 NAILED NAILED • NAILED NAILED NAILED 5x6= NAILED NAILED 4x5 NAILED 2x4 11 NAILED NAILED 6x8' NAILED 4x5 5x6= NAILED NAILED 1 13 14 15 2 16 17 18 3 19 20 21 22 4 23 24 25 5 26 27 28 6 29 A nn nn nn nn 8 nL nn lin rn n p rn nn n nn nn L—i nn nn ,`t nn -••T pa r l 12 30 31 11 32 33 34 10 35 36 9 37 38 39 8 40 41 42 7 3x5 IINAILED NAILED 5x6= NAILED 7x14MT2OHS= NAILED 4x5= NAILED NAILED 5x6 NAILED 3x5 II NAILED NAILED NAILED NAILED NAILED NAILED 5-3.4I 10-4-12 15-6-4 20-7-12 I 25-11-0 l 5-3-4 5-1-8 5-1-8 5-1-8 5-3-4 Plate Offsets(X,Y)-- [1:0-2-8,0-2-8],[6:0-2-8,0-2-8],[7:0-2-12,0-1-8],[8:0-2-8,0-2-8],[11:0-2-4,0-2-12],[12:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.44 9-10 >705 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.74 9-10 >417 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.78 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc puffins, BOT CHORD 2x4 SP No.2'Except` except end verticals. 7-10:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. WEBS 2x4 SP No.3'Except* 6-8,1-11,5-9,2-10,4-10:2x4 SP No.2 REACTIONS. (lb/size) 12=1498/Mechanical,7=1562/Mechanical Max Uplift 12=-553(LC 4),7=575(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1411/561,1-2=-3301/1205,2-3=-4869/1728,3-4=-4869/1728,4-5=-4867/1722, 5-6=-3328/1213,6-7=-1449/575 BOT CHORD 10-11=-1205/3301,9-10=-1738/4897,8-9=-1213/3328 WEBS 6-8=-1261/3463,1-11=-1256/3445,5-8=-1042/482,2-11=-1039/481,5-9=-583/1648, 2-10=-599/1679,4-9=-403/232,3-10=-402/246 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25f;B=45ft;L=26ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,`,111111111 2)Provide adequate drainage to prevent water ponding. �% S A ii 3)All plates are MT20 plates unless otherwise indicated. ��� MP. ��� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `����� G E•N S.11-11'14f1 9��i� 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 •• \- c, • will fit between the bottom chord and any other members. No 39380 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) 12=553,7=575. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. -0 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O�•• ;EMI: 1/I.7 ; 1-UJ LOAD CASE(S) Standard %T•�• R ` v.....•* • ,� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 e,C<\,;•• ••••• • C?�• Uniform Loads moo,7-12=-20 '• '910�0 N A� -" Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 �.nntintlPd on Dane 2 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev.1159)3/2015 BEFORE USE valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an individual bulding component,not mil- Design a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall briding design. Bracing indicated is to prevent buckling of IndNkfual truss web and/or chord members only. Additional temporary and permanent bracing Mifek• 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.tabrlcatkm,storage,delivery,erection and bracing of busses and truss systems,seeANSI/TPI I Quality Criteria,DSSan -89 d SCSI Building Component SafSIy Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tanya,FL 33610 Job Truss Truss Type . I Qty Ply T13971738 15767T0 I T48 Flat Girder 1 1 I I I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:44 2018 Page 2 ID:zgoQoiuAQ8g5HRWM)dZx7azyR56-_Pg4?_VSW FtAWaZV_s2gamuHzCgNp98Ahg8o1 WzIwOP LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:14=-43(B)15=-43(B)16=-43(B)17=-43(B)18=-43(B)19=-43(B)22=-43(B)23=-43(B)24-43(B)25=-43(B)26=-43(B)27=-43(B)28=-45(B)30=-34(B) 31=-34(B)32=-34(B)33=-34(B)34=-34(B)35=-34(B)36=-34(B)37=-34(B)38=-34(B)39=-34(B)40=-34(B)41=-34(B)42=-35(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE SM-7473 rev.1003/201S BEFORE USE. mmi. Design valid for use only with Mitek®F connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal kiRay and property damage. For general guidance regarding the fabdcatlon,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 Qty Ply 713971739 1576770 T49 Half Hip Girder i 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:45 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-SbESCKW5HZ?17k8hYZZ37_QTVcFOYc6KwKtLazzlw0O 4-6-15 9-2-1 13-9-0 16-11-4 20-1-8 4-6-15 I 4-7-2 I 4-6-15 3-2-4 I 3-2-4 7x10= 2x4 I I 5x6= Scale=1:40.0 4 5 6 i ,;, Ial 5.00 12 4x5 3 i4 4x541 Ff 2 iroola CT 1IIMTIIII0000 MIN MN ■ AI I d III I1I 1IhI UIIIIMEIIIMIIIlUIuI-11L 1MP 15 11 16 17 10 18 19 20 9 21 22 8 23 THD26 THD26 THD26 THD26 7 4x10= 2x4 I I 8x12 MT2OHS= 7x6= 6x8= 3x8 MT2OHS THD26 THD26 THD26 THD26 THD26 4-6-15 9-2-1 13-9-0 16-11-4 20-1-8 4-6-15 I 4-7-2 I 4-6-15 I 3-2-4 I 3-2-4 Plate Offsets(X,Y)-- [1:0-0-0,0-0-10],[3:0-1-12,0-2-0],[4:0-4-4,0-2-4],[6:0-2-0,0-2-0],[7:Edge,0-3-8],[8:0-2-0,0-2-8],[9:0-2-12,0-4-8],[10:0-6-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.19 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.31 9-10 >766 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Ina NO WB 0.80 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:294 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. 4-9,6-8,4-8,5-8:2x4 SP No.2 WEBS , 1 Row at midpt 6-7 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=5192/0-5-8,7=6078/Mechanical Max Horz 1=235(LC 8) Max Uplift 1=-1767(LC 8),7=-2055(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-11222/3840,2-3.9202/3146,3-4=-5244/1787,4-5=-2838/970,5-6=-2838/970, 6-7=-5598/1925 BOT CHORD 1-11=-3719/10278,10-11=-3719/10278,9-10=-2968/8320,8-9=-1724/4920 WEBS 3-10.1452/4199,3-9=-4645/1696,4-9=-1978/5658,2-10=-19971773,2-11=-515/1497, 6-8=-2110/6178,4-8=-4402/1595 NOTES- ``,�t1111111/z//, 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,�� ONS P S A ,q� ,ei� Top chords connected as follows:2x4-1 row at 0-7-0 oc. ,� \�,• e Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. %% �O G•E N S`' '1/1/0� Webs connected as follows:2x4-1 row at 0-9-0 oc. F • 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 • No 39380 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 7.-O cc 5)All plates are MT20 plates unless otherwise Indicated. - 14-• IC/ r �/►j' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •r� '�j`�/� z(/ 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 %'\ '!ice 0.•P;'• will fit between the bottom chord and any other members. • R , C? % 8)Refer to to truss 9)Provide mechanicaler(s) rconnection(bythers)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) '�.���N A;1�%'' 1=1767,7=2055. 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-12 from Thomas A.Alban'PE No.39380 the left end to 18-5-4 to connect truss(es)to front face of bottom chord. MITek USA,Inc.FL Cert 6634 11)Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard May 7,2018 .nntinu ad nn nage 9 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W-7473 rev.109312015 BEFORE USE Im Design valid for use only with MiTek®connectors.ThIs design is based only upon parameters shown.and Is for an kidM lual 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 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/IPI1 Quality Criteria,DSB-89 and BCSI Building Comporwnt 6904 Parke East Blvd. Safely Information avatlable trod)Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Oty Ply 113971739 15767T0 T49 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:45 2018 Page 2 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-SbESCKW 5HZ?17k8hYZZ37_QTVcFOYc6KwKtLazzlwOO LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-6=-60,7-12=-20 Concentrated Loads(lb) Vert:15=-1542(F)16=-1005(F)17=-1011(F)18=-1011(F)19_1011(F)20=-1011(F)21=-1028(F)22=-1028(F)23=-1028(F) Q WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/1-7473 rev.10/031201S 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 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 M iTe k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAN51/lPl1 Quality Criteria,D58-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria VA 22314. Tampa.FL 33610 1 Job Truss Truss Type •• • Qty Ply 113971740 15767T0 T50 Common Girder 1 i 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:46 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-wnorQgXj2t7uluju5G41gBzh30YyH4HT9_dv6PzIwON 3-7-10 7-2-8 10-9-6 14-4-8 I 3-7-10 I 3-6-14 3-6-14 I 3-7-2 Scale=1:24.4 6x6= 3 5.00 12 2x4\� 2x4// 4 2 5 1 a n n \o `, �+ —` —` J_LL --- e d 14 7 15 16 6 17 18 19 THD26 6x6= THD26 THD26 7x6= THD26 THD26 3x8THD26 = p__ 4-9-14 9-7-2 14-4-8 4-9-14 I 4-9-3 4-9-6 Plate Offsets(X,Y)-- [3:0-3-0,0-2-4],[5:0-0-0,0-2-3],[6:0-3-0,0-4-8],[7:0-3-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.11 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.20 6-7 >850 180 BCLL 0.0 * Rep Stress Incr NO WB 0.74 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins. BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=3306/0-5-8,5=4370/0-5-0 Max Horz 1=55(LC 7) Max Uplift 1=-1050(LC 8),5=-1229(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-7035/2253,2-3=-6957/2250,3-4=-7698/2262,4-5=-7804/2271 BOT CHORD 1-7=-2027/6411,6-7=-1398/4779,5-6=-2053/7153 WEBS 3-6=-999/3885,3-7=-984/2748 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 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 1011111i/ill`,` ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,�� to Ptj A, A ,it 3)Unbalanced roof live loads have been considered for this design. %I. e 4)II; nd:ExpC;End.CE 1GCpl 0; 10.18;MW FRS(direct onal)Lumber DOL=1.60 plate grip DODL'S60Opsf;h=25ft;B=45ft;L=24ft;esus=oft;Cat. `s%k. •V\(,E•IV S�•�21•i°• • ' •5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 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 N O 39380 will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) _ • *^ 1=1050,5=1229. -' /�� ; CC Z 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-12 from e•r y�i ; 11.1 the left end to 12-5-4 to connect truss(es)to back face of bottom chord. i •. /i�j_—,�- 4/ • 9)Fill all nail holes where hanger is in contact with lumber. • Q� .' � Fk9 ••.�R •• 1)LAD Dead A+RoofECStandard .ASE(S) (balanced):Lumber Increase=1.25,Plate Increase=1.25 ��',''IS iO N Al-�``��, Uniform Loads(plf) Vert:1-3=-60,3-5=-60,8-11=-20 Thomas A.Albani PE No.39380 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:14=-1478(B)15=-1005(B)16=-1011(B)17=-1011(B)18=-1011(B)19=-1011(B) 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 mu 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1-7473 rev.1e832015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the building designer must verify the al tpllcablllty 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 wild possible personal injury and property damage. For general gu da ce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria-VA 22314. Tampa.FL 33610 I Job Truss Truss Type c 4 Qty Ply T13971741 15767TO T51 Hip 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:47 2018 Page 1 I D:zgoQoiuAQ8g5 H RW MjdZx7azyR56-OzM DdOXLpAFI N214f_bXC PVv7Q?jOiAdNeM SerzI W OM 6-2-0 8-3-0 14-5-0 I 6-2-0 2-1-0 I 6-2-0 I Scale=1:23.5 6x6 11 6x6 // 2 3 5.00 riT 15 14 M co 16 rh 13 ; 4 1 ii a r Il` L_,o a x l'se.1) 6 5 K 3x6 2x411 2x411 /\ 3x811 6.2-0I 8-3-0 I 14-5-0 6-2-0 2-1-0 6-2-0 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-3-8,Edge],[4:0-0-2,0-0-6],[4:0-0-5,0-6-5],[4:0-3-8,Edge] LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (lora) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.37 Vert(LL) -0.08 5-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.12 5-12 >999 180 BCLL 0.0 • Rep Stress Ina YES WB 0.06 Horz(CT) 0.02 1 &a r/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=577/0-5-8,4=577/0-5-8 Max Horz 1=-47(LC 10) Max Uplift 1=-151(LC 12),4=-151(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-889/396,2-3=-768/407,3-4=-889/396 BOT CHORD 1-6=-277/763,5-6=-275/768,4-5=-275/763 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-2-0,Exterior(2)6-2-0 to 8-3-0,Interior(1)12-5-15 to 14-5-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `,II I I1 I I I IIz7� DOL=1.60 % S A. < �, i, 3)Provide adequate drainage to prevent water ponding. �• P• :q e i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `���� .•' C,E N S`•• 9iL �� 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 •• F• / - 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) No 39380 1=151,4=151. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum _ •• sheetrock be applied directly to the bottom chord. — -fl . .fr ,i's`s/O N A� • ������ Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Aid-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITeke connectors.This design Is based only upon parameters shown.and Is for an individual buMdirg component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bract indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job ITruss Truss Type ,• Qty Ply I T13971742 15767T0 T52 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:48 2018 Page 1 I D:zgo0oi uAQ8g5H R W MjdZx7azyR56-SAwbrMYzaUNb_CtGDh7mlc251 gLE19W mcl6?AlzIwOL 4-0-0 5-1-8 I4 0 0 I 1-1-8 I Scale=1:16.8 4x5= II Special 2x4 2 3 5.00 _—w, tElli 1 r 3 8 • Special -, 3x5 I I 4 3x4= Q 3-q 4-0-0 5-1-8 0-3-0 3-9-0 -- - 1-1-8 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 1 TC 0.30 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.35 Vert(CT) -0.06 4-7 >942 180 BCLL 0.0 • Rep Stress Incr NO WB 0.05 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=403/0-5-8,1=244/0-3-8 Max Horz 1=69(LC 8) Max Uplift 4=-204(LC 8),1=-123(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. W EBS 2-4=-262/160 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,`,fir,!I I I I I 1/i/�, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� S A I, 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 `�� O A p•;..•• A�B�1�0j, will fit between the bottom chord and any other members. •Nx� •••\(',E N s'•• '7j)- i� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) •• V '••••l�/ • a=2oa,1=123. No 39380 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)177 lb down and 190 lb up at * 4-0-0 on top chord,and 112 lb down and 18 lb up at 4-2-2 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). .- "�Oe1 /', LOAD CASE(S) Standard i O ••� 4/ '� P•• � � 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 � • •4R ,, Uniform Loads(plf) '��e t=-63=-60,4-5=-20 ''o,°NA� -s0- Concentrated Loads(Ib) Vert:2=-137(B)8=-112(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 4 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 16111-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mlieke 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 truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/lP1i Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from imus Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job I Truss `Truss Type ti .. Qty Ply T13971743 15767T0 'T53 Monopitch 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:48 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-sAwbrMYzaUNb_CtGDh7mlc24ugKdl9Kmc16?AlzIwOL 5-1-8 5-1-8 2x4 II Scale=1:18.0 2 5.00 52 - 7 1 I _Ed III 1.11 3x5 II 3 2x4 I I -3- 5-1-8 6-3-0 4-10-8 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 3-6 >617 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.08 3-6 >755 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS j Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=199/0-5-8,1=199/0-3-8 Max Horz 1=85(LC 12) Max Uplift 3=-145(LC 12),1=-100(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-12 zone;cantilever left exposed;porch 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)willThfls truss has been it between the bottom e chord andned for a live load of 20.0psf any other members on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,% ' r.S A►1qi• it 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • O�• `e'4 le 3=145,1=100. • �` .•' G•E•NS'• 4i 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ••• •••, sheetrock be applied directly to the bottom chord. •ft • No 39380 * • • Z 0 •' L': '1.0 •<\. 4O 0R1P.;`�,; . ONA SS� �E?%.s`• Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10,13/2015 BEFORE USE. mll Design valid for use only with 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. 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 miry and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/Wt I Quality Criteria,DSB439 and BCSI Building Component 6904 Parke East Bivd. 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 TI3971744 15767T0 Vol Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 a Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:49 2018 Page 1 I D:zgoOoiuAQ8g5HR W MjdZx7azyR56-KM Uz2hZbLoVScLSTnPe?HgbKpDlpUcavryrZjkzlwOK 1-11-8 3-11-0 1-t1-8 1-11-8 3x6= Scale=1:7.3 5.00 12 2 4:2273 y a o o •:::::❖:❖:❖:❖:❖:❖:❖:❖:•:•:❖:❖:•:❖:❖::::.:�:.❖.❖.❖.❖:❖❖:.•❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖::❖:❖:❖::❖:❖:❖:❖:•:•::•:❖:❖:❖:•:❖::• o .•:: .•❖❖•••••❖.❖.❖.❖.❖❖•••••❖.••••❖.❖.:::❖••❖.❖••❖•❖.•::' :❖:•: :❖:•::: :•::::❖:❖:❖❖:❖•: :❖:❖:❖:❖: :❖:•:❖:•::❖❖:❖❖ .....•......::::::..❖••••.❖.•••••.::::•.::❖.❖•••❖.❖•❖.:':.•.:::••❖.••••••❖•❖ ::::•:❖.•.❖••••.•.•.:::':❖.❖•••❖.•.••••❖••:::•.•.❖.•••••.❖.•.•.:::':❖.•.'•• 2x4 2x4 0- -]0 3-11-0 0 0 3-10-6 Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. j DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=96/3-9-13,3=96/3-9-13 Max Horz 1=9(LC 11) Max Uplift 1=-25(LC 12),3=-25(LC 12) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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)1,3. ,,,,00111111/1i. , • • • No 39380 • =� ' J7çE • 4:411-; • • .,, k9,5tit NA % • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.1003@015 BEFORE USE. Design valid for use only with Mllekw connectors.this design Is based only upon parameters shown,and is for an individual building component.not a truss system.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 stabHtty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl I Quality Criteria,DS8-89 and BCSI Building Component Tampa,6904 Parkrk 33610 Safety Information avaeable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job I Truss Truss Type >, • I Qty Ply 713971745 15767T0 IIV02 Valley 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:50 2018 Page 1 ID:zgoQoiuA08g5HRWMjdZx7azyR56-pY2LG1aD65dJEV1fK69Eq 17VZd52D3g33cb6FAzIwOJ —-- 1-11-8 I _3-11-0 --_— 1-11-8 1-11-8 3x6= Scale=1:7.3 5.00 12 2 1 3 1 1 C:::::} v : a 'o .: :::::•::: :❖:•:❖•:•:❖:❖:❖:•:❖.❖:❖:❖:❖:'•❖::::::❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:•:::::::•:❖:❖:•:❖:❖:❖:❖:•:• ::❖:❖:❖:❖:•:❖:❖:•:•:• :: o : • .:.•.❖::•.❖::::•::••••:••❖.• ❖0•;;•••❖❖•••••❖❖❖.•.•.❖::•.•.::::•❖::•.❖❖.•••.❖.••••••••••••••❖❖••••..❖❖.•❖:.••••:•:•:•:••:•:•:••:•:•:••::.•••:•.••:•:.❖•:••:.:••••:••:••:•:•• :. 2x4 2x4 3-10-6 _..---_ 3111;0 3-10-6 0-0-10 Plate Offsets(X,Y)-- 12:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=96/3-9-13,3=96/3-9-13 Max Horz 1=-9(LC 10) Max Uplift 1=-25(LC 12),3=-25(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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)1,3. `,`,,`A`PS I I I I i,,nn'',,' %�� V•� 0,•' . No 39380 3.;• ,ice►^, • �'� •Fill, 0 NAI..Echo Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 e.e. o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/032015 BEFORE USE. Design valid for use only with Milekw connectors.this design is based only upon parameters shown,and is fora 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 ! balding design. Bracing Indicated Is to prevent budding of Indivkival truss web and/or chord members oNy.Additional temporary and permanent bracing MiTek" k always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabricatkn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPI I Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 • Job Truss Truss Type a Qty Ply TI3971746 15767T0 V03 Valley i 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:50 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-pY2LG 1 aD65dJ EV I tK69Eq 17RQd4vD3133cb6FAzIwOJ 4-11-0 6-0-0 4-11-0 1-1-0 Scale=1:14.9 4x5 2 5.00 PI 32x4 12 7 1.1 rn 2 6 1 ■ :.......•.❖.•.•.•...•.•.•.❖.•.•.❖.❖.•.❖.❖.•.❖.❖.❖.❖.:.❖.•.•.❖.❖.❖.❖..❖.❖.❖....❖...❖.•.❖.•.❖.❖.❖.❖.❖.•...❖.• 5 4 2x4 2x4 2x4 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress lncr YES WB 0.05 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=158/5-11-6,4=-1/5-11-6,5=251/5-11-6 Max Horz 1=56(LC 12) Max Uplift 1=-40(LC 12),4=-48(LC 3),5=-35(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extenor(2)0-9-1 to 3-9-1,Interior(1)3-9-1 to 4-11-0,Exterior(2)4-11-0 to 5-10-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 6)wi l fit tween the tom chord d any her Prlovideemechan al cion ectionyothers)tof tr ss members. bearingplate capable of withstanding100 lb uplift at joint(s)1,4,5. ���,,'"„ . ,q, ii (byP P ,,s Mpg A. A e, • o '• ' 3• • ,,��. :• �•'�• '�GE•N F ••2• • No 39380 —film A ��J,,�� Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for on individual bufding 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 indMdanl truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarcIng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WPlI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avciiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 'Truss 'Truss Type 'I• Qty Ply 713971747 I, 15767T0 VO4 Valley 1 1 I Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.210 s Feb 12 2018 MiTek Industries,Inc. Mon May 7 10:14:51 2018 Page 1 ID:zgo0oiuAQ8g5HRW MjdZx7azyR56-HIbkTNartPmArfcruggTNFgf71 R1 yW4CIGKgnczlwOl 2-11-0 4-0-0 E-11-0 1-1-0 3x6= Scale=1:8.8 2 5.00 12 / \ 3 3x8 II ch I-1 N 1 • o a o :•K•1.1.1••:•:•;•K•K�•�•;•; Oi�••X•;•K•OOP••••Oi i i i;00000••••001 i•••000•••••0;•;i i i;0.00.0••OOPi i i i JPO.00•••••O••PA•i i i 00 •••••••••e ••••••••O•••••i•00••eeee•OiOiiiP•00••100Oiiii•i•00•eoeeoee.iiee.pee•••oeo iiieoveA00••001iiiii .:titiniiii•:i ii::111th❖:•iiS•:::::ii:::•:•:hitt:i❖:❖i❖::1111th•:11111:hitt•:•:ii ❖:•iii1•10•1i❖:❖:•:ii 4 2x4 4-0-0 4-0-0 _ -- -- — -- Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 I Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES I WB 0.00 I Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:12 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=124/3-11-6,4=124/3-11-6 Max Horz 1=21(LC 12) Max Uplift 1=-31(LC 12),4=-34(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 6)wi l fit between the bottom chord and any bers. Prlovide mechanical connection(by others)other truss to bearingplate capable of withstanding100 lb uplift at joint(s)1,4. 1%%s 00 %11 S'A., 'I,,, ) P P `� No 39380 ../4, . ili,.• l, . • OR 'Q.• � . " 0.,On E .•� /O N Al- %�IIIIIIiuftI%i Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 7,2018 mi. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mllek©connectors.This design Is based only upon parameters shown,and Is for an individual buNding 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 fabrk:atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/W911 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. I Safety Information available from Taus Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION I 1 3/° Center plate on joint unless x,y 6-4-8 (Drawings not to scale)dimensions shown in ff-in-sixteenths Failure to Follow Could Cause Property a offsets are indicated. I Damage or Personal Injury min= Dimensions are in ft-in-sixteenths. U Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or x-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0-1114' 4 wide truss spacing,individual lateral braces themselves I IIA may require bracing,or alternative Tor I bracing should be considered. C3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. C6 7 o 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�s BOTTOM CHORDS — designer,erection supervisor,property owner and plates 0-'te from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. — connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. 'Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant preservative treated,or green lumber. `� The first dimension is thelate p 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that IP Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. *IMO reaction section indicates joint IIIIIIIIIIIIIII number where bearings occur. 17.Install and load vertically unless indicated otherwise. _� Min size shown is for crushing only. ��lim 0 18.Use of green or treatedor lumber may poserisks.unacceptableConsultwi project engineer before use. .; environmental,health performance th Industry Standards: ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with Guidto Good Practice fr Handling, ' e ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mil-7473 rev. 10/03/2015