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1768 ATLANTIC BEACH DR - TRUSS REVISION 6/28/17 ID ___-__ -_ L __,_ t - - CITY OF ATLANTIC BEACH t < 4te, JUL - 6 2017 800 Seminole Road .- �� lI - Atlantic Beach,Florida 32233 s — Telephone(904)247-5800 -6 ...., FAX(904)247-5845 OFFICE COPY "v!r 't RREVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: (p • 2$ • 11 _._ Received by: Resubmitted: Permit Number: 11-—6 F(L-3`t.ki -©% Original Plans Examiner: Project Name: Lb t 0 Project Address: fl(Q A+ c.r 'I C "gd'1. 7h Contractor:42 10 11 $t'D+-..Qr 35 c • Contact Name: P,r1G�r'1Ct T I I,Y\a,rl Contact Phone :clog-`AD5-$°t(09 Co il: btrAll n e toil b--/) 4k€.Y '•corn Revision/Plan Check/Permit Fee(s)Due: .50, i Description of Proposed Revision to Existing Permit: PCZ- •N1 a - ed ce iV i __In_ in i rq rap m + IfttS+e.r (\ 1 .• . DZ boo de d 4- *c& °i-&. A 2 g2- -1 , . C.\ouat• 4- - d on S S 1°t2.g2 1 A`1 2 . g�- Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I (print name) QJ\t 2 ill aft irnl that the above revision is inclusive of the proposed changes. �� VZ$ • 11 1�v Signature of Contractor/Agent(Contractor must sign if increase in valuation) Otl"rec Ilse Only SG 1 1 Date. "7- 9.6 ) Approved: x Rejected Oetta Notified by• Plan T Review iC 4e td G.G. / -c _ e Department review required Yes$o ,/]/�_ t3uildin I// 1... . �.... ...... Planning&Zoning P ans Examiner Tree Administrator Public Works —j- q . I Public Utilities ___._____ Public Safety Date (lewd 4/17J1e Rev 3 Fire Services 1 4 `?oll Architecture MEMO TO: Stacia Moore Atlantic Beach Ambassador 160 Cape May Avenue Ponte Vedra, Florida 32081 CC: Steve Merten FROM: Manuel Gonzalez,AIA Toll Brothers, Inc. DATE: April 24th , 2017 RE: Atlantic Beach Ambassador-Lot 70 Julington/Coastal—Revision#151000 On the above referenced lot,this letter shall be used to revise or clarify the following condition(s): 1. Remove coffered ceiling in Dining Room and Master Bedroom; clouded and tagged on sheet A2.82. 2. Added coffered ceiling in Great Room with beams; clouded and tagged on sheets A2.82, A7.82. If you have any questions regarding this letter feel free to contact me at Toll Architecture (407)-248- 5800. Sincerely, REVISION OFFICE COPY ••. F,` BP# 17— SFg— 3yy2^0/ • .�� DATE 7 / Q / l7 , ,0000 .raft SIGNED /i, 0 f < ° r� � • 0 0 � i o� 44,E �1 i t RL i Manuel Gonzalez,AIA AR 96730 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 • Orlando,FL 32819 • (407)248-5800 • FAX:(407)248-5899 PHILADELPHIA■ORLANDO in DALLAS ■ SEATTLE A `Toll`Brothers COMPANY BUILDING COMPONENT SUPPLY Roger Se 2/14/2017 9:27 AM 4627 J.P.Hall Blvd Suite 208 Green Cove Springs Florida 32043 904-297-9, 0 Doma SizerTM©2011-2016 BlueLinx Corporation Version: 16.0.0.8 Project: FB01 -12280TO MemberlD: Beam-Floor-FB01 e/ Usage: BEAM REJIS Max Deflection: LL=U480 TL=U240 R* /l? 7'Q.1"7 5 1/2" 5 1/2" -565psi -565psi 14'6 1/2"(14' 1"Clear) I LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info Area(psf) 50.0 40.0 100% 0 0' 14'6 1/2" 12"o.c.Base Uniform Load(Spcg Sen) 1 Uniform(plf) 163.0 81.5 125% 0 0' 14'6 1/2" ROOF ABOVE 2 Uniform(plf) 123.8 0.0 90% 0 0' 14'6 1/2" WALL ABOVE Uniform(plf) 14.78 0 0' 14'6 1/2" Self Weight If"Applied To"is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (lbs) 1 2 Max Reaction 2556 2556 Max 100% 291 291 Max 125% 593 593 Min Reaction 1673 1673 Min 100% 291 291 Min 125% 593 593 DL Reaction 1673 1673 Min Bearing 1.50" 1.50" [Based on bearing stress below] Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 1541 1 14'3 3/4" 21 10640 100% 0.14 M(ft-lbs) 7138 1 7'3 1/4" 21 36420 100% 0.20 LtRn(Ibs) 2335 0 0' 71 10876 0.21 See Note 4 RtRn(lbs) 2335 0 14'6 1/2" 71 10876 0.21 See Note 4 LLDefl(") 0.04 1 7'3 1/4" 71 0.36 U4548 TLDefl(") 0.14 1 7'3 1/4" 71 0.73 L/1290 USE: onCENTER LVL 2.0E 1 3/4" x 16" 2 Plies onCENTER® LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 3 1/2"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 8.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 9.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). milsLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTekR) RE: 12280TOA - MiTek USA, Inc. Site Information: 6904p ParkeEast Blvd. Customer Info: Toll Brothers Project Name: Atlantic Beach Model: Julington - Coastal FFL 33610-4115 Lot/Block: 070 Subdivision: Atlantic Beach Address: 1768 Atlantic Beach Drive, . City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: 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: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 88 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. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 "T11003860 CJO2 4/29/17 18 T11003877 F01 4/29/17 2 1111003861 1 CJ12 4/29/17 119 11110038781 F02 14/29/17 3 1111003862 I CJ22 4/29/17 120 1 711003879 F03 14/29/17 f 4 1111003863 1CJ23 4/29/17 121 11110038801 F04 14/29/17 5 11110038641 CJ32 4/29/17 122 1111003881 1 F05 1 4/29/17 6 711003865 I EJ02 4/29/17 23 1111003882 F06 1 4/29/17_] 7 T11003866 EJ04 4/29/17 24 T11003883 F07 14/29/17 8 1111003867 I EJ06 4/29/17 125 1T11003884 1 F08 4/29/17 9 11110038681 EJ 12 4/29/17 126 11110038851 FT01 4/29/17 10 1111003869 1EJ22 4/29/17 127 1111003886 1101 4/29/17 11 11110038701 EJ23 4/29/17 128 11110038871 T02 4/29/17 I 12 T11003871 EJ24 4/29/17 29 T11003888 T03 4/29/17 1 13 1 111003872 1 EJ26 4/29/17 30 11110038891104 4/29/17 1 14 111003873 EJ27 4/29/17 131 1111003890 105 , 4/29/17 15 111003874 EJ 32 4/29/17 132 1111003891 1106 1 4/29/17 16 T11003875 EJ34 4/29/17 33 T11003892 107 4/29/17 17 11110038761 EJ35 4/29/17 134 11110038931108 1 4/29/17 ` olinit,,"� The truss drawing(s)referenced above have been prepared by MiTek �•�`\\PS A. A� lit_ USA,Inc. under my direct supervision based on the parameters .Nk.r�••'c E•N 6,� �'. provided by Building Component Supply. •'� • \.- . SF'•.•2' �% Truss Design Engineer's Name: Albani, Thomas IVo 39380 �_ My license renewal date for the state of Florida is February 28, 2019. _ "-° ' t►� ' mac IMPORTANT NOTE: The seal on these truss component designs is a certification �'.•• S =s" • :�4/� 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 °���''C,•• 0 R \O P'•\' shown(e.g., rts,dimensions,shapes and ich were given v referece MiTek.ud o Any roolecaspwas notinformation mationtincluded n s f o he Tek'ss c stomers ,,'iss�O N A,�?-,, PrP y, P eP these designs. MiTek has not independently verified the applicability of the design Thomas A.Alban'PE No.39380 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: April 29,2017 Albani, Thomas 1 of 2 RE: 12280TOA - Site Information: Customer Info: Toll Brothers Project Name: Atlantic Beach Model: Julington - Coastal Lot/Block: 070 Subdivision: Atlantic Beach Address: 1768 Atlantic Beach Drive, . City: Atlantic Beach State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T11003894 T09 4/29/17 78 T11003937 T51 4/29/17 36 T11003895 T10 4/29/17 79 T11003938 T52 4/29/17 37 T11003896 I T11 4/29/17 80 T11003939 1153 4/29/17 38 T11003897 I T12 4/29/17 81 T110039401754 4/29/17 39 T11003898 1T13 4/29/17 82 T11003941 1V01 4/29/17 40 T11003899 I T14 4/29/17 83 T11003942 I V02 4/29/17 41 T11003900 1T15 4/29/17 84 T110039431 V03 4/29/17 42 T11003901 1116 4/29/17 85 111003944 1VO4 4/29/17 43 T11003902 1 T17 4/29/17 86 111003945 1V05 4/29/17 44 T110039031118 4/29/17 87 7110039461 V06 4/29/17 45 T110039041119 4/29/17 88 711003947 V07 4/29/17 46 T110039051120 4/29/17 47 T110039061121 4/29/17 48 T110039071122 4/29/17 49 T11003908 1123 4/29/17 50 T1100390911-24 4/29/17 51 111003910 1125 4/29/17 52 T11003911 1T26 4/29/17 53 T110039121127 4/29/17 54 T110039131128 4/29/17 55 T110039141729 4/29/17 56 T110039151730 4/29/17 57 T11003916 1131 4/29/17 58 1110039171132 4/29/17 59 T11003918 T32A 4/29/17 60 T11003919 1 T33 4/29/17 61 111003920 1134 4/29/17 62 T11003921 1T35 4/29/17 63 T11003922 I T36 4/29/17 64 T11003923 1137 4/29/17 65 T11003924 T38 4/29/17 66 T110039251139 4/29/17 67 T110039261140 4/29/17 68 T110039271741 4/29/17 69 T110039281142 4/29/17 70 T11003929 1T43 4/29/17 71 1110039301144 4/29/17 72 111003931 1145 4/29/17 73 T11003932 1146 4/29/17 74 T11003933 1T47 4/29/17 75 1110039341148 4/29/17 76 111003935 1149 4/29/17 77 T110039361150 4/29/17 2of2 Job Truss Truss Type sty Ply 111003860 12280TOA CJO2 Jack-Open 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:23:54 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVi IzmC W-t7m90KHC_cW T7oZtbBXT9HorS?UTzcBSxGlmzlzM9gp 2-9-3 2-9-3 2 scale=1:10.7 4.24 12 1 3 2x4 I I 3x6 11 2-9-3 2-9-3 Plate Offsets(X,Y)-- [1:0-3-14,0-5-01 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=68/Mechanical,3=40/Mechanical,1=108/0-7-0 Max Horz 1=39(LC 12) Max Uplift 2=-37(LC 12),3=-3(LC 12),1=-17(LC 12) Max Gray 2=68(LC 1),3=48(LC 3),1=108(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=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)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 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)2,3,1. 1 r a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. Design valid for use only with Mllek®connectors.This design Is based only upon parameters shown,and is for an Individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buidng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addtional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possble personal Injury and properly damage. For general guidance regaling the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TW I Quality Crltona,DSB-69 and BCSI Bulking Componsnt 6904 Parke East Blvd. Safety Information available from Truss Plate t stttute,218 N.Lee Street.Trite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003861 12280TOA CJ12 Jack-Open 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:23:54 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJ W i lzmC VV-t7m9OKHC_c W T7oZtbBXT9HorG?VczcBSxGtmzlzM9gp 2-9-3 2-9-3 Scale=1:10.7 2 4.24 12 1, ^ 2x4 1 3 3x6 11 0-3-8 2-9-3 0-3-8 2-5-11 Plate Offsets(X,Y)— [1:0-3-14,0-5-0] LOADING(psf) SPACING- 2-0-0 CSI- DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.01 3-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a nia BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP I Weight:10 lb FT=20% LUMBER- BRACING- TOP Ill CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=56/Mechanical,3=28/Mechanical,1=133/0-4-15 Max Horz 1=39(LC 12) Max Uplift 2=-39(LC 12),3=-27(LC 12),1=-68(LC 12) Max Gray 2=56(LC 1),3=39(LC 3),1=133(LC 1) FORCES. (lb)-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 Comer(3)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. 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)2,3,1. MN MN 1111 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid tor use only with Ml lek/s 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 bolding design. Bracing Indicated Is to prevent buckling of IndNkhld 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 Inluty and property damage. For general gukiance regarding the fabrication,storage,delNery,erection and bracing of trusses and truss systems.seeANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalkabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type } sty Ply 111003862 12280TOA CJ22 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:23:55 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmC VV-LJKXEg Iglw fKly849u2ihV L?sProi3RbAwdJVBzM9go 2-9-3 2-9-3 2.83 FiTI 2 Scale=1:8.8 1 3 3x4= 2-&3 2-9-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a ri/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=108/0-7-0,2=73/Mechanical,3=35/Mechanical Max Horz 1=30(LC 8) Max Uplift 1=-30(LC 8),2=-45(LC 8) Max Gray 1=108(LC 1),2=73(LC 1),3=51(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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 Corner(3)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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.USV3/2016 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addmonal 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/TPI I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type IQty Ply T11003863 12280TOA CJ23 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:23:55 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCVV-LJKXEglglwfKly849u2ihVLofPr1 i3RbAwdJVBzM9go 2-10-10 2-10-10 Scale=1:9.0 2.83 12 2 d 1 T ',)( 0 6 p/ 3x8 I I 3 3x4= 2-10-10 2-10-3 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5j,11:0-3-1,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=67/Mechanical,3=46/Mechanical,1=113/0-7-0 Max Horz 1=31(LC 8) Max Uplift 2=-35(LC 8),3=-9(LC 8),1=-31(LC 8) Max Gray 2=67(LC 1),3=48(LC 3),1=113(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;MWFRS(directional)and C-C Comer(3)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 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)2,3,1. itat A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6.7473 rev.10/032015 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 verity the applicab*lty of design parameters and properly incorporate this design into the overall bolding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with posstrle personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPIl 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 T11003864 12280TOA CJ32 Jack-Open 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 1423:56 2017 Page 1 ID:?KVLnJdmeFL?cdVBwJvVilzmCW-pVuvROJSW EnBN6jGjcZxEiuAFoARRW hkPaMt2dzM9gn 2-9-3 2-9-3 2.83 12 Scale=1:8.8 2 I O ccg1)( 3x8 II 3 3x4= 0-3-8 2-9-3 0-3-8 2-5-11 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5],[1:0-3-1,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) 0.01 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9.3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=64/Mechanical,3=45/Mechanical,1=108/0-4-15 Max Horz 1=30(LC 8) Max Uplift 2=-45(LC 8),3=-36(LC 8),1=-68(LC 8) Max Gray 2=64(LC 1),3=46(LC 3),1=108(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;MWFRS(directional)and C-C Comer(3)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 20.0psf 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)2,3,1. _ Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1603,2015 BEFORE USE. Design valid for use only with Mi!eke connectors.This design is based only upon parameters shown,and is for an lndMdual 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 possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,see.ANSI/1PI I Orality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformatIon available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexanduta,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply j T110038651 12280TOA EJ02 Jack-Open 16 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:23:57 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-HiSHfMK4HXv2_FISHJ4AmwQNkCXPAzxudE6Qa4zM9gm 2-0-0 2-0-0 Scale=1:10.9 6.00 12 2 1 r. a, / I■ 3x5 11 3 2-0-0 2-0-0 —� Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.04 Vert(LL) -0.00 6 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 6 >999 180 BOLL 0.0 • Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-5-8 Max Horz 1=41(LC 12) Max Uplift 2=-32(LC 12),3=-5(LC 12),1=-5(LC 12) Max Gray 2=50(LC 1),3=36(LC 3),1=80(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=5.0psf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp C;End.,GCp1=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 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)2,3,1. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. lot 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 M iTe k. Is always required for stability and to prevent couapse with posstbe personal injury and property damage. For general guidance regrading the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate insIttute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11003866, 12280TOA EJ04 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Apr 28 14:23:57 2017 Page 1 4-0-0 I D:?KVLnJdmeFL?cdV8wJvVi lzmCW-HiSHfMK4HXv2_FISHJ4AmwoK6CUfAncudE6Qa4zM 9gm I 4-0-0 I Scale:3/4'=1' 2 6.00 7 101.1111111/"111111111111111111...ild 11 � n n Or N N N ■ =, 3 3x5 11 I 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0),[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud 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 0.23 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=103/Mechanical,3=55/Mechanical,1=158/0-5-8 Max Horz 1=81(LC 12) Max Uplift 2=-66(LC 12),3=2(LC 12),1=-15(LC 12) Max Gray 2=103(LC 1),3=73(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;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;MWFRS(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&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)2,3,1. 1 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ARIES REFERANCE PAGE MII-7473 rev.10V3r2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is loran l ndMdual 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,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l QuaBty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely IrYormallon available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa.FL 33610 r Job Truss Truss Type Qty Ply 111003867 12280TOA EJ06 JACK-OPEN 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:23:58 2017 Page 1 I D:?KVLnJdmeFL?cdVBwJvVilzmCW-IuOfsiLi2r1 vcPsfgObPJ7zQ4cmBvQB1 surz6WzM9gl I 6-0-0 6-0-0 Scale=1:21.1 2 I� 6.00 I12 B rn � N m 7 m 1 3x511 3 6-0-0 6-0-0 Plate Offsets(X,Y)— [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-0,0-1-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.10 3-6 >705 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.17 3-6 >408 180 BCLL 0.0 Rep Stress!nor YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP I Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 2=-100(LC 12),1=-26(LC 12) Max Gray 2=157(LC 1),3=111(LC 3),1=238(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(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(1)3-0-010 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 2=100. 1 � a WARNING-Verity design parameters and READ NOTES ON THIS AND LYCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only v Tth MiTek®connectors.This design Is bused oNy upon parameters shown.and Is for an In dlvidual 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 arid/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 buss systems,seeANSI/lPi1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Instttute,218 N.Lee Street,Suite 312,Aiexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type OtY Ply 12280TOA EJ12 Jack-Open 3 1 I 711003868 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:23:58 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmC VV-lu0fsi Li2r1 vcPsfg0bPJ7zYAcsPvQB 1 surz6W zM9gl I 2-0-0 I 2-0-0 Scale=1:10.9 6.00 12 2 p n 1 n ', F ■ , -, '/ 3 3x5 II 0-3-0 2-0-0 1 0-3-0 1 1-9-0 I Plate Offsets(X,Y)— [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Mel Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 6 >999 240 • MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-3-8 Max Horz 1=41(LC 12) Max Uplift 2=-38(LC 12),3=27(LC 12),1.33(LC 12) Max Gray 2=50(LC 1),3=36(LC 3),1=80(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.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;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 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)2,3,1. 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE MI-7473 rev-10932015 BEFORE USE. Design valid for use only with MIlek5 connectors.Ns design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bolding design. eracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent cotiapse with possible personal Iglu ry 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. Softly Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alezarxirla VA 22314. Tampa.FL 33610 Job (Truss Truss Type Oty Ply T11003869 12280TOA EJ22 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:23:59 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi lzmCVV-D4Z232LLp99mEZRrOk7esLWj70D1etQB5YbXeyzM9gk 2-0-0 2-0-0 2 Scale=1:8.9 4.0002 1 (� N co Pitt 3 3x4= 2-0-0 I 2-0-0 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=80/0-5-8,2=54/Mechanical,3=26/Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-13(LC 12),2=-31(LC 12) Max Gray 1=80(LC 1),2=54(LC 1),3=37(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;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)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERABLE PAGE MH-7473 rev.10,03,2015 BEFORE USE. I 1 Design valid for use only with Miele®connectors.This design is based only upon parameters shown,and Is for an individual building 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 oily. Additional temporary and permanent bracing MiTek' Is always required for stablItty and to prevent collapse wilts possbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPtt 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 bty Ply T11003870i 12280TOA EJ23 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:23:59 2017 Page 1 I D:?INLnJdmeFL?cdV8wJvVilzmC W-D4Z232LLp99mEZRrOk7esLWjMOD4etOB5YbXeyzM9gk 1-11-8 1-11-8 Scale=1:9.1 4.00 12 2 1 0 c� _m d b 3 4.0 3x6 II 2x4 II 1-11-8 1-11-8 Plate Offsets(X,Y)-- (1:0-2-0,0-5-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl 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(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=78/0-4-0,2=47/Mechanical,3=31/Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-12(LC 12),2=-24(LC 12),3=-5(LC 12) Max Gray 1=78(LC 1),2=47(LC 1),3=34(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCp1=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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. 0 WARNING-Wrlty design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*10.7473 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 IndMdual building corn{xment.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. Addlttonal temporary and permanent bracing i MiTek" 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/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate hst9ule,218 N.Lee Sheet Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply 111003871 1228010A EJ24 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:00 2017 Page 1 ID?KVLnJdmeFL?cdV8wJvVilzmCW-hH7QHNMzaSHdrj0lyRetOY2rDOX6NKgKKCK4BPzM9gj 4.0-0 4-0-0 Scale=1:12.2 2 4.00 12 7 - a • 1 3 3x4= 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud 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 0.18 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=158/0-5-8,2=107/Mechanical,3=50/Mechanical Max Horz 1=54(LC 12) Max Uplift 1=-29(LC 12),2=-60(LC 12) Max Gray 1=158(LC 1),2=107(LC 1),3=74(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=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)3-0-0 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. 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)1,2. __mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-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 balding designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent tackling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M k. Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regrrdkg 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. Safely Information available from Truss Plate Institute,218 N.Lee Sheet Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type bty Ply T11003872', 12280TOA EJ26 Jack-Open 2 1 Job Building Component Supply, Jacksonville,FL-32256, Reference(optional) 8.110 s Apr 13 2 0 017 MiTek Industries,Inc. Fri Apr 28 14:24:01 2017 Page 1 ID:?ICVLnJdmeFL?cdV8wJvVilzmCW-AThoUjNbLmPUTtb E W 996xmbxzpp?6nwTYs4ejrzM9gi 6-0-0 6-0-0 I Scale=1:15.5 2 y 4.00 12 8 7 N aV 3 3x4= 6-0-0 6-0-0 Plate Offsets(X,Y)— [1:0-0-0,0-1-0] LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.07 3-6 >989 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.17 3-6 >430 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=238/0-5-8,2=162/Mechanical,3=76/Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-45(LC 12),2=-89(LC 12) Max Gray 1=238(LC 1),2=162(LC 1),3=112(LC 3) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 1 � WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.10/03/2015 BEFORE USE. Not Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual holding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design kilo the overall building design. Placing Indicated is to prevent buckling of Individual Inns web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal i ntity and properly damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaAable from Teas Plate Institute.218 N.Lee Street.Suite 312 Atexaaxxla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11003873 12280TOA EJ27 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:01 2017 Page 1 ID:?KVLnJdmeFL?cdVBwJvVilzmC W-AThoUj NbLmPUTtbE W 996xmbxzpp?6nwTYs4ejrzM9gi 6-0-0 6-0-0 Scale=1'15.5 2 , 4.00 12 I 6 • 7 o m N N 3 3x4= 6-0-0 6-0-0 H Plate Offsets(X,Y)— [1:0-0-0,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.07 3-6 >989 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.17 3-6 >430 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=238/0-5-8,2=162/Mechanical,3=76/Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-45(LC 12),2=-89(LC 12) Max Gray 1=238(LC 1),2=162(LC 1),3=112(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=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 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 pst bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 1 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.IG.W3d2015 BEFORE USE. Design valid for use only with Milek®connectors.This design Is basest only upon parameters shown,and is for an Individual budding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and,property incorporate this design Into the overall holding 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 htuy and property damage. For general guidance regarding the fabrication,storage.delivery,erection end bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bed Satiety Information available Born Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tama.FL 33610 Job Truss Truss Type Qty Ply I T11003874I 12280TOA EJ32 Jack-Open 1 1 I Component Supply, I Job Reference(optional) 1 Building p Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:02 2017 Page 1 ID:?KV LnJdmeFL?cdV8wJvVilzmC W-efFAi3OD64XL51 AQ3sgLTz8EJDFVrEAdn W pBFHzM9gh I 2-0-0 I 2-0-0 Scale=t:e.s 4.001712- 2 7. 1 r\ iilli d r NimimA imil 3 3x6 II 2 3x4= I 0-3-0 I 2-0-0 0-3-0 1-9-0 Plate Offsets(X,Y)— [1:0-0-0,0-1-4),[1:0-1-8,0-7-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE 1 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=47/Mechanical,3=33/Mechanical,1=80/0-3-8 Max Horz 1=27(LC 12) Max Uplift 2=-31(LC 12),3=-26(LC 12),1=41(LC 12) Max Gray 2=47(LC 1),3=34(LC 3),1=80(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.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)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 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)2,3,1. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE mi 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 aptAlcability 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 Mile k. Is always required for stabiltty 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/lPll Quality Criteria,055-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMonnallon avdlable from Truss Plate Institute,218 N.lee Street Suite 312 Alexandria,VA 22314. Tanga.FL 33610 Job Truss Truss Type Qty Ply T11003875 12280TOA EJ34 Jack-Open 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:02 2017 Page 1 I D:?KV LnJdmeFL?cd V8wJvVi lzmCVV-efFAi3OD64XL51 AQ3sgLTzBA3DBErEAdn W pBFHzM9gh 4-1-8 4-1-8 Scale=1:12.4 2 4.00 12 7 o: M 4 .- r 1 3 3x6 11 3x4= 10-3-0{ 4-1-8 0-3-0 3-10-8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-4],[1:0-1-8,0-7-0] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,26 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.04 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=104/Mechanical,3=59/Mechanical,1=163/0-3-8 Max Horz 1=56(LC 12) Max Uplift 2=-66(LC 12),3=-47(LC 12),1=-87(LC 12) Max Gray 2=104(LC 1),3=73(LC 3),1=163(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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-12 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)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. A WARNING-Verify design parameters and 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 brlIalng 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely lntormallon available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tempe,FL 33610 Job 1 Truss Truss Type 1Qty I Ply T11003876 12280TOA EJ35 Monopitch Supported Gable 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:03 2017 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCVV-6spYvPOrtNf BiAlcdaBaoBgJadYwahQm0AZknkzM9gg — 4-0-0 i 4-0-0 Scale=1:12.2 2 2x4 4.00 12 5 4 1 WI:1j 1111 3 3x4=3x6 2x4 Plate Offsets(X,Y)-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:16 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=154/4-0-0,1=154/4-0-0 Max Horz 1=63(LC 12) Max Uplift 3=-53(LC 12),1=-28(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.Opst;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 3-10-4 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. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1. 1 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.Ibis design is based only upon parameters shown,and Is for an IndMdual balding component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indivkival truss web and/or chord members oily. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 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 avaliabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply i T11003877 12280TOA F01 GABLE 2 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 1424:04 2017 Page 1 I D:?KV LnJdmeFL?cdV8wJvVIIzmCW-a2Nx71PTdhn2KKKpBHipZODZg1 weJ89wEglIKAzM9gf ON8 ON8 Scale=1:25.1 1 2 3 4 5 6 7 8 9 10 11 12 ry e e o • _ e - 1.1i a i 269 24 23 22 21 20 19 18 17 16 15 14 13 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 13-6-12 15-2-8 1-6-12 I 1-4-0 I 1-4-0 1-4-0 I 1-4-0 1-4-0 i 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 1 1-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Veil(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-R Weight:67 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. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 15-2-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 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. amu. — A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03,2015 BEFORE USE. 1411 , Design valid for use only with MlTekm connectors.This design is based only upon parameters shown.and is for an irxiividual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the rr Blvd East fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component Tampa,6904 ParkeEt 0 SdeSahel!IMormallon avdlable from Tess Plate Irutltute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. . Job Truss Truss Type Oty Ply T110038781 12280TOA F02 Floor 18 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 1424:04 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi lzrnCW-a2Nx7IPTdhn2KKKpBHipZODSi1 kUJ 1 uwEgll KAzM9gf 0-1-8 H I 1-3-0 I I 1-11-8 0-158 Scalle=1:25.6 4x6= 4x6= 1.5x3= 1.5x3 I I 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 • 17-, — 18 :.! X / N 4/ /i/x 7 15 /4 13 12 11 10 16 4x6= 4x6= 9 I 15-2-8 15-2-8 Plate Offsets(X,Y)— [1:Edge,0-1-8],[8:0-1-8,Edge),[12:0-1-8,Edge],[13:0-1-8,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.15 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.22 13-14 >825 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:79 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) 16=816/0-5-8,9=816/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-811/0,8-9=-811/0,1-2=-812/0,2-3=-1930/0,3-4=-2513/0,4-5=-2513/0,5-6=-2513/0,6-7=-1930/0, 7-8=-812/0 BOT CHORD 14-15=0/1525,13-14=0/2308,12-13=0/2513,11-12=0/2308,10-11=0/1525 WEBS 1-15=0/1047,2-15=-991/0,2-14=0/563,3-14=-525/0,3-13=-9/520,4-13=-261/0,8-10=0/1047,7-10=-991/0, 7-11=0/563,6-11=-525/0,6-12=-9/520,5-12=-261/0 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 WARNING-Ya11y 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 bused 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 binding 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,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 available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexarrdta,VA 22314. Tampa,FL 33610 4 , Job Truss Truss Type Oty Ply T11003879 12280TOA F03 Floor 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:05 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJ W i lzmC VV-2ExJ K5050?vvyUv?I?D25cIfSR432Tv3TU2rsczM9ge 0-1-8 n 11 -3-0� 1 1-6 12 ,i-0-12 0-1-8 0-��1rr8 Scale=1:40.5 1.5x3= 3x6 FP= 6x8= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 _ e _a_ e g 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 1.5x3 II 1.5x3 II 4x6= 4x6= 3x6 FP= 1.5x3 I I 1.5x3 II 1 1-6-0 I 4-0-0 8-3-12 I 10-9-12 I 12-2-4 113-6.12 I 16-0-12 I 19-10-8 I 22-4-8 l 23-10-8 I 1-6-0 2-6-0 4-3-12 2-6-0 1-4-8 1-4-8 2-6-0 3-9-12 2-6-0 1-6-0 Plate Offsets(X,Y)-- 13:0-1-8,Edgel,[4:0-1-8,Edge],[9:0-1-8,Edge],[10:0-1-8,Edge],[12:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.08 25-26 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.11 25-26 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:126 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, Except: 6-0-0 oc bracing:22-23,21-22,20-21,18-20. REACTIONS. (lb/size) 13=518/0-5-0,28=550/0-5-8,21=1519/0-5-8 Max Gray 13=561(LC 4),28=586(LC 3),21=1519(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-28=-580/0,12-13=-555/0,1-2=-553/0,2-3=-1191/0,3-4=-1295/0,4-6=-940/55, 6-7=-16/461,7-8=-32/442,8-9=-893/103,9-10=-1198/0,10-11=-1109/0,11-12=-524/0 BOT CHORD 26-27=0/1034,25-26=0/1295,24-25=0/1295,23-24=0/1295,22-23=-212/616, 21-22=-1076/0,20-21=-1076/0,18-20=-258/603,17-18=0/1198,16-17=0/1198, 15-16=0/1198,14-15=0/977 WEBS 7-21=-1496/0,1-27=0/711,7-22=0/942,2-27=-669/0,6-22=-866/0,6-23=0/516, 4-23=-574/0,12-14=0/673,7-20-0/920,11-14=-630/0,8-20=-848/0,8-18=0/486, 9-18=-526/0 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. 4)CAUTION,Do not erect truss backwards. mew V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032016 BEFORE USE. rilDesign 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. Additlor ai 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 Oudlry Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Spite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003880 12280TOA F04 Floor 2 I 1 I Job Budding Component Supply, Jacksonville,FL-32256, 8.110 s AprReference(optional) 13 20017 MiTek Industries,Inc. Fri Apr 28 14:24:06 2017 Page 1 I D:?KV LnJd meFL?cdV8wJvVilzmCW-W RUhXRRk911 maeUBlilHeplpogR6nxQDi8nOO2zM9gd 0-1-8 Scale=1:40.5 H � 1 -i11 7-4 C?-513 0-1I 8 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 1.5x3= 3x6 FP= 3x8= 1.5x3 I 1.5x3 II 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 1 5x3= • • _p ° 'N /i r • XXX. 7—X / N1 y 32 • • 4 t • T • •-rr i 31 1' r. K 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1.5x3 II 1.5x3 II 1.5x3 II 3x6= 3x6 FP= 4x6= 21-11-0 I 1-6-0 I 4-0-0 i 8-3-12 1 10-9-12I 12-2-4 I 13-6-12 I 20-5-0 1 21-9-8 W-4- 23-10-8 I 1-6-0 2-6-0 4-3-12 2-6-0 1-4-8 1-4-8 6-10-41-4-8 0--8 1-6-0 0-5-8 Plate Offsets(X,Y)— [3:0-1-8,Edge],[4:0-1-8,Edge],[7:0-2-12,Edgej,LI3:0-1-8,Edge),[18:0-1-8,EdgeJ,[19:0-1-8,Edge) - - -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.07 26-27 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.11 26-27 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S i Weight:128 lb FT=20%•F,11%uE LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2(ftat) 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 6-0-0 oc bracing. REACTIONS. (lb/size) 29=581/0-5-8,22=1343/0-5-8,16=662/0-5-8 Max Gray 29=605(LC 14),22=1353(LC 3),16=707(LC 4) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-599/0,1-2=-573/0,2-3=-1249/0,3-4=-1385/0,4-6=-1063/0,7-8=-141/382, 8-9=-814/88,9-10=-814/88,10-11=-814/88,11-12=-394/74 BOT CHORD 27-28=0/1071,26-27=0/1385,25-26=0/1385,24-25=0/1385,23-24=-13/758, 22-23=-777/0,21-22=-777/0,19-21=-242/576,18-19=-88/814,17-18=-52/728 WEBS 7-22=-1318/0,12-16=-688/0,1-28=0/737,7-23=0/906,2-28=-693/0,6-23=-833/0, 6-24=0/479,4-24=-518/0,12-17=0/534,7-21=0/689,11-17=-472/0,8-21=-674/0, 8-19=0/503 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. 4)CAUTION,Do not erect truss backwards. t wit 0 WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Weld)connectors.This design is Ixrsed 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 brldng design. Bracing indicated Is to prevent buckling of Individual Truss web and/or chord members only.Additional temporary and permanent bracing M[Tek' is always required for stability and to prevent colk;ne wllh 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 Insttlufe.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 lJob Truss Truss Type Qty Ply 12280TOA F05 Floor 41 I T11003881 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:07 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-_d231nSMwc9dBo2NsPGWA1 rudEIJWIKMxoXywVzM9gc 0-1-8 H 1�30_� I 1-11-8 I 00 Scale=137.8 4x6= 1.5x3= 4x6= 3x6 FP= 1.5x3 I i 4x6= 5x6 II 1 2 3 4 5 6 7 8 9 10 11 12 T • 2s .N / x / X / \a N 41 ` 4�N `��� , ` , ? 4 1 —a-- t IQ 9 24 23 22 21 20 19 18 17 16 15 14 13 4x6= 4x6= 1.5x3 II 3x12 M18SHS FP= 5x6= 1.5x3 I 4x6= 1 21-5-8 21-8-8 21-5-8 013-0 Plate Offsets(X,Y)– [1:Edge,0-1-8],[5:0-1-12,Edge],[7:0-1-8,Edge],[12:0-3-0,Edge],[14:0-1-8,Edge],[20:0-1-8,Edge],[23:0-2-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.45 19 >561 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.71 18-19 >360 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) -0.02 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:112 lb FT=20%F,11%E LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2(flat)`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-12:2x4 SP No.1(flat) except end verticals. BOT CHORD 2x4 SP SS(flat)`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13-16:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 24=1164/0-5-8,12=1170/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1157/0,1-2=-1202/0,2-3=-3048/0,3-5=-4271/0,5-6=-5091/0,6-7=-5091/0, 7-8=-4974/0,8-9=-4315/0,9-10=-3073/0,10-11=-1248/0,11-12=-1251/0 BOT CHORD 22-23=0/2272,21-22=0/3790,20-21=0/4754,19-20=0/5091,18-19=0/5091,17-18=0/4788, 15-17=0/3823,14-15=0/2296 WEBS 12-14=0/1624,1-23=0/1553,2-23=-1488/0,2-22=0/1079,3-22=-1032/0,3-21=0/669, 5-21=-671/0,5-20=-51/801,6-20=-336/0,10-14.1424/0,10-15=0/1082,9-15=-1043/0, 9-17=0/684,8-17=-657/0,8-18=0/456,7-18=-551/231 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. 1 1 a 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 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 irdNidual truss web and/or chord members only. Additional temporary and permanent bracing MI 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 hues systems,seeANSI/WI I Quality Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safely Information avclable from Tess Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I T11003882 12280TOA F06 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:07 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-_d23lnSMwc9dBo2NsPGWAl r_GEstW R7MxoXywVzM9gc 0-3-0 l---I I 1-3-0 I I t-5-8 Yi Scale=1:11.5 3x4= 1 3x4= 21.5x3 I 3 3x4= 4 • • 10 ti 3x6= • • 1.5x3= a • • • • 1.5x3 II 3x4= 8 7 6 9 3x4= 6 3x6= 3x4= I -- - 4-7-0I- 6-1-0 6 4-7-0 1--0 Plate Offsets(X,Y)-- [3:0-1-8,Edge),[4:0-1-8,Edge],[8:0-1-8,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress!nor YES WB 0.21 Horz(TL) 0.00 5 rda n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:36 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) 9=305/0-5-8,5=311/0-4-5 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-326/0,4-5=-313/0,1-2=-366/0,2-3=-366/0 BOT CHORD 7-8=0/366,6-7=0/366 WEBS 4-6=0/287,1-8=0/442 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. AI 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 Mitek®connectors.This design Is bused only upon parameters shown,and is for an it vilvidual 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 !wilding design. Bracing Indicated Is to prevent buckling of Indivkluai truss web and/or chord members oily. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems.seeANSI/IPII Quality Cdttwia,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdlable from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 111003883 12280TOA F07 Floor 3 1 Job Reference(optional) j Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:08 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-SpcRy7S_hwHUpydaQ7nljEN8se6eFsMV9RGVTxzM9gb 0-3-0 I-11 1-3-0 I I 1-4-12 I I 1-8-12 I 0118 I =1:28.3 3x6= 1.6x3 II 3x6 FP= 3x8= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 9 10 o • —3— •• •• • e • • e N I N /i_N / N // q .§. ..1 • • . OM 20 19 17 16 16 14 13 12 11 3x6= 1.5x3 II 22 18 1.5x3 II 3x6 FP= 5-9-4 5.112 17-0-0 I 5-9-4 0-'1-8 11-1-4 Plate Offsets(X,Y)— [3:0-1-8,Edge],[8:0-1-8,Edge],[10:0-1-8,Edge],[16:0-1-8,Edge],[21:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.09 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.13 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:92 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, Except: 6-0-0 oc bracing:18-19,17-18. REACTIONS. (lb/size) 22=227/0-5-8,11=559/0-5-8,18=1031/0-5-8 Max Gray 22=260(LC 10),11=580(LC 7),18=1031(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-266/0,10-11=-573/0,1-2=-27710,2-3=-277/0,5-6=-408/79,6-7=-1243/0, 7-8=-1243/0,8-9=-1169/0,9-10=-545/0 BOT CHORD 20-21=0/277,19-20=0/277,18-19=-409/0,17-18=-409/0,16-17=0/911,15-16=0/1243, 14-15=0/1243,12-14=0/1022 WEBS 5-18=-989/0,1-21=0/332,5-19=0/388,3-19=-382/0,10-12=0/701,5-17=0/713, 9-12=663/0,6-17=-717/0,6-16=0/586,7-16=-258/0 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. 4)CAUTION,Do not erect truss backwards. t t A 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 MlTeke connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the appllcablity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi el( Is always required for stability and to prevent collapse with possible personal hpxy 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 available from Truss Bate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1110038841 12280TOA F08 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:09 2017 Page 1 I D?KVLnJdmeFL?cdVewJvVilzmCVV-xOAgASTcSDPLR6Cm_gl_FSwJW 2Sp_Jcf0503?NzM9ga 0-1-8 H I 1-3-0 1 I 1-6-4 I 1-8-12 A 0-,1-8 I =1:28.7 1.5x3= 1.5x3 I I 3x6 FP= 3x8= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 9 10 123 IL,, N + - + 24 w �w 111116�� 111411116�� kAl - II - 21 20 19 17 16 15 14 13 12 �" 1.5x3 II 1.5x3 II 3x6 FP= 5-9-4 5.112 17-0-0 5-9-4 0- -8 11-1-4 Plate Offsets()(,Y)— [3:0-1-8,Edge],[8:0-1-8,Edge],[10:0-1-8,Edge],[16:0-1-8,Edge],[21:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.09 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.13 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code FBC2014I TP12007 Matrix-S Weight:90 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(ftat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:18-19,17-18. REACTIONS. (lb/size) 22=236/0-5-8,11=558/0-5-8,18=1037/0-5-8 Max Gray 22=266(LC 10),11=579(LC 7),18=1037(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-274/0,10-11=-573/0,1-2=-273/0,2-3=-273/0,5-6=-408/92,6-7=-1243/0, 7-8=-1243/0,8-9=-1169/0,9-10=-545/0 BOT CHORD 20-21=0/273,19-20=0/273,18-19=-409/0,17-18=-409/0,16-17=0/911,15-16=0/1243, 14-15=0/1243,12-14=0/1021 WEBS 5-18=-994/0,1-21=0/345,5-19=0/393,3-19=-386/0,10-12=0/701,5-17=0/714, 9-12=-663/0,6-17=-719/0,6-16=0/591,7-16=-260/0 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. 4)CAUTION,Do not erect truss backwards. t 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1093/2015 BEFORE USE IAN 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 budding 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/TPI1 Quallly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcil•abie from Truss Plate institute,218 N.Lee Street,Suite 312.Alexarndria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply • ' T11003885 12280TOA FT01 FLOOR 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:10 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvV i IzrnC W-PCkCNoUE DXXC2FnyXYpOofTQNSkGjg2odlIcXgzM9gZ I 3-8-12 7-5-8 3-8-12 • 3-8-12 Scale=1:13.8 0.25 FF 5x10 MT2OHS= 22x4 II 7 1 T c5 a ..= I I — i 2x4 I I 6 5 4x10 II 4x5 II 10.3-01 7-5-8 0-3-0 7-2-8 Plate Offsets(X,Y)— [3:0-4-15,Edge],[4:0-2-4,0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.16 5 >515 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.27 5 >317 240 MT2OHS 187/143 BCLL 0.0 Rep Stress!nor YES WB 0.07 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MR Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x6 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-5:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=595/0-3-8,4=595/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-410/0,1-2=-815/0,2-3=-809/0,3-4=-393/0 BOT CHORD 5-6=0/807,4-5=0/807 WEBS 2-5=-317/0 NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.1Ns design is based only upon parameters shown,and Is for an txllvidual 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 Inns web and/or chord members only. Additional temporary and permanent bracing ek• is always required for stability and to prevent collapse with possible personal injury and properly damage. for general gridance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avclable from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003886, 12280TOA T01 Half Hip Girder 2 1 !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:11 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJ WiIzmCVV-tOlab8Vs_rg3gPM95FKSLt?jCrHFSI PyrPV93GzM9gY 2-0-0 I 4-0-0 2-0-0 2-0-0 2 3 2x4 l i Scale=1:10.8 6.00 12 ' 3x6...4:1111111 ■ 1 11 I i 8 4 k4M 3x5 I I 2x4 II 2-0-0 4-0-0 2-0-0 I 2-0-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-7],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-3-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=167/Mechanical,1=164/0-5-8 Max Horz 1=42(LC 8) Max Uplift 4=-76(LC 5),1=-46(LC 8) FORCES. (Ib)-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=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);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 4 and 46 lb uplift at joint 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 103 lb up at 2-0-0 on top chord,and 28 lb down and 32 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:8=-23(B) � I A 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 Milek(o connectors.This design Is based only upon parameters shown,and Is for on individual building component,not a truss system.Before use.the building designer must 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/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply 111003887 12280TOA 102 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:11 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmCVV-tOlab8Vs_rg3gPM95FKSLt?dir7bSlPyrPV93GzM9gY 3-1-0 4-0-0 3-1-0 0-11-0 Scale=1:13.5 2 3 3x6,1111 6.00 FW h N a d N 1 1 OM 4 5x6 I I 1-10-7 4-0-0 1-10-7 2-1-9 Plate Offsets(X,Y)-- [1:0-2-0,0-1-31,[1:0-0-3,0-5-0],[1:0-0-1,0-0-3j,[2:0-3-0,0-2-0] I ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.09 4-7 >520 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.11 4-7 >426 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.25 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 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 7-4-2 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=26/Mechanical,4=132/Mechanical,1=158/0-5-8 Max Horz 1=64(LC 12) Max Uplift 3=-19(LC 8),4=-46(LC 12),1=-24(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=101 mph;TCDL=5.Opsf;BCDL=5.0psf;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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 3,46 lb uplift at joint 4 and 24 lb uplift at joint 1. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Ml1-7473 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 tracing M ek• Is always required for stability and to prevent collapse wtth posstie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PIt 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,Nexandrla VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 1 l 12280TOA 103 Hip Girder 1 1 7110038881 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:13 2017 Page 1 ID:?KVLnJdmeFL?cdVBwJvVilzmC W-pnQK?q W 7W Swnvj W XDgNw13150zfm0w9bEJj_G88zM9gW I 4-0-0 I 6-11-8 8-3-8 I 9-7-8 110-11-8 1123-8 113-7-8 14-11-8 I 17-11-0 21-11-0 4-0-0 2-11-8 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 2-11-8 4-0-0 5x6- Scale=1:41.9 TOP CHORD MUST BE BRACED BY END JACKS, i t ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 9 �, 13 y `� r � 15 NAILED NAILED � r 17 NAILED 7x10 z.---- 31 5x6 ILED 5x6 6.00 12 2 NAILED NAILED NAIL 14 7x10 NAILED Sa 6Z. NAILED . 4� 0'[] OQ 10 tY0 1D� . 3110 ri P fl _13170:22=f; lin O I 1 a�132 10x12= v 1 i 1 N 20 Y nn nn nn nn en I�Ir H nn nn nn 0�n�nn ,s I. la MS 33 3424 35 36 37 23 22 38 39 40 21 41 42 4x6 II NAILED NAILED NAILED NAILED NAILED 4x10_3x6 NAILED NAILED NAILED NAILED 4x6 11 NAILED NAILED 4-0-0I 10-11-8 I 17-11-0 21-11-0 4-0-0 6-11-8 6-11-8 4-0-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-15],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3),[2:0-3-8,0-2-4],[3:0-0-12,Edge],[18:0-0-4,Edge),[19:0-3-8,0-2-4],[20:0-2-8,0-0-15],[20:0-0-1,0-0-3], [20:0-0-3,0-5-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.12 21-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.29 21-23 >921 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) 0.09 20 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. 2-19:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):10,6,14 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=1408/0-5-8,20=1405/0-5-8 Max Horz 1=119(LC 24) Max Uplift 1=-558(LC 8),20=-556(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2343/933,2-3=-2469/1070,3-4=-1669/824,4-6=-1669/824,6-8=-1669/824, 8-10=-1669/824,10-12=-1669/824,12-14=-1669/824,14-16=-1669/824,16-18=-1669/824, 18-19=-2469/1070,19-20=-2337/930,3-5=-890/298,5-7=-853/328,7-9=-859/361, 9-11=-845/395,11-13=-845/395,13-15=-856/358,15-17=-853/328,17-18=-890/298 BOT CHORD 1-24=-778/2037,23-24=-780/2053,21-23=-777/2048,20-21=-775/2032 WEBS 2-24=-22/319,2-23=-196/428,10-23=0/270,19-23=-200/454,19-21=-22/317, 10-11=-233/554 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;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 558 lb uplift at joint 1 and 556 lb uplift at joint 20. 8)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 mit 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-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 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. Addlfonai temporary and permanent bracing MiTek• B always required for stability and to prevent collapse with possible personal knfu y and property damage. For general grddarce 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 available from Truss Plate Institute,218 N.Lee Sheet,Salle 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003888 12280TOA T03 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:13 2017 Page 2 I D:?KV LnJdmeFL?cdV8wJvVilzmC W-pnOK?q W 7 W Swnvj W XDg Nw0150ztm0w9bEJj_G88zM9g W LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-60,2-3=-60,18-19=-60,19-20=-60,25-28=-20,3-11=-60,11-18=-60 Concentrated Loads(lb) Vert:23=-35(B)3=-43(B)11=-43(B)18=-43(B)5=-43(B)17=-43(B)33=-147(B)34=-112(B)35=-35(B)36=-35(B)37=-35(B)38=-35(B)39=-35(B)40=-35(B) 41=-112(B)42=-147(B)43=-43(B)44=-43(B) A WARNING-Verity 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 MITek8 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 trpry and property damage. For general gridcrrce regarding the fabrication,storage,delivery,erection and bracing of Busses and truss systems,seeANSI/IP11 Guallly Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety IMormallon available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I I T11003889 12280TOA 104 Common 4 1 i Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:14 2017 Page 1 ID:?KVLnJdmeFL?cdVBwJvVilzmC W-HzzjDAXIHl2eXt5kmOu9yVdCO3AifcKOYNjggbzM9gV 1 6.4-41 10-11-8 I 15-6-12 I 21-11-0 6-4-4 4-7-4 4-7-4 6-44 66= Scale=1:39.6 3 6.00 i 16 17 2x4 II 2x4 II 2 4 r • 15 18 1 5i a 0 f 4 I El Id 8 19 7 20 6 3x8 II 4x5= 3x6 4x5= 3x8 II 6-4-4 15-6-12 21-11-0 I 6-4-4 1 9-2-8 I 6-4-4 I Plate Offsets(X,Y)— [1:0-3-8,Edge],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:0-3-0,0-2-4],[5:0-0-1,0-0-3],[5:0-0-3,0-5-0],[5:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.21 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.52 6-8 >509 180 BCLL 0.0 * Rep Stress Incr YES WB 0.24 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/1P12007 Matrix-MS Weight:102 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=877/0-5-8,5=877/0-5-8 Max Horz 1=129(LC 11) Max Uplift 1=-230(LC 12),5=-230(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1431/454,2-3=-1419/586,3-4=-1419/586,4-5=-1431/454 BOT CHORD 1-8=-307/1239,6-8=-163/824,5-6=-307/1208 WEBS 3-6=-231/682,4-6=-331/260,3-8=-231/682,2-8=-331/260 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst 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)3-0-0 to 10-11-8,Exterior(2)10-11-8 to 13-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCOL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at joint 1 and 230 lb uplift at joint 5. ter. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AS1.7473 rev.10/032015 BEFORE USE fill 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 wilts 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 SCSI Building Component 6904 Parke East Blvd. Satiety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria VA 22314. i Tampa.FL 33610 Job Truss Truss Type Qty Ply T11003890 12280TOA T05 Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:14 2017 Page 1 ID.?KVLnJdmeFL?cdV8wJvVilzmC W-HzzjDAXIHI2eXt5kmOu9yVd6p3BJff8OYNjggbzM9g V 7-5-8 7-5-8 Scale=1:16.8 2x4 I I 3 3.00112 12 11 • 3x4 2 011111C ' 1 4 3x6 I I 2x4 11 0-3-0 7-5-8 0-3-0 7-2-8 Plate Offsets(X,Y)-- [1:0-3-6,0-3-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.32 4-9 >272 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.30 4-9 >291 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:28 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. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=276/0-5-8,1=309/0-3-8 Max Horz 1=82(LC 8) Max Uplift 4=-199(LC 8),1=-191(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-204/287 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;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 7-3-12 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).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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 199 lb uplift at joint 4 and 191 lb uplift at joint 1. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Macke 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. !racing 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 trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003891 12280TOA T06 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:15 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCVV-19X5QW YN23AU91 gwK5POVjAK1 TdgO6OXm l TND 1 zM9gU 2-0-0 6-0-0 2-0-0 l 4-0-0 Scale=1:11.4 3x6= 4.00 12 NAILED 4x5 II 2 8 3 • 1 9 10 4 ♦ NAILED 3x4 II 3x4= 2-0-0 6-0-0 2-0-0 4-0-0 -- -H Plate Offsets(X,Y)-- [2:0-3-0,0-2-8],[3:Edge,0-3-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loo) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.05 4-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 1 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR i Weight:20 lb FT=20% LUMBER- BRACING- TOP RACINGTOP 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=244/0-5-8,4=243/Mechanical Max Horz 1=28(LC 25) Max Uplift 1=-66(LC 4),4=-95(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-321/121,2-3=-278/109 BOT CHORD 1-4=-109/278 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 1 and 95 Ib uplift at joint 4. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 102 lb up at 2-0-0 on top chord,and 24 lb down at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(lb) Vert:9=-13(F)10=-6(F) Q WARNING-Veiny design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/47073 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek c 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 end permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury end property damage. For general guidance regarding She fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate ktstitufe,218 N.Lee Street Suite 312,Alexandra,VA 22314. Tampa.FL 33610 Job I Truss Truss Type I Ory Ply 111003892', 1228010A T07 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:16 2017 Page 1 I D:?KV LnJdmeFL?cdV8wJvVilzmC W-DM5TesZ?pN I LmAF6uowd2wjV8syU 7Zeh?hCwITzM9gT 4-0-0 6-0-0 4-0-0 2-0-0 3x6= Scale=1:14.2 4x5 2 3 4.0012 8 • C 1 i ♦ 3x4 II 3x4= 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- [2:0-3-0,0-2-81,[3:Edge,0-3-81 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.06 4-7 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=234/0-5-8,4=234/Mechanical Max Horz 1=55(LC 12) Max Uplift 1=-53(LC 12),4=-81(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;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 4-0-0,Exterior(2)4-0-0 to 5-10-4 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 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 lb uplift at joint 1 and 81 lb uplift at joint 4. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mfl'EK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and Is for an individual building compxrnent,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 Mirek• is always required for stability and to prevent collapse with possible personal k35y and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify 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 ITruss Truss Type Qty Ply 12280TOA TOS Half Hip Girder 1 1 T11003893 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:17 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-iYfrrBZdagOCOKpISW Rsa8FIOGKLsOugELyUHwzM9gS 2-0-0 4-1-8 2-0-0 2-1-8 3x6= 2x4 II Scale=1:8.8 4.00 12 2 3 1 8 4 ♦ 11 2x4 II 3x6 3x4= 0-3-0 2-0-0 4-1-8 0-3-0 1-9-0 2-1-8 I Plate Offsets(X,Y)-- [1:0-1-8,0-7-0],[1:0-0-0,0-1-4],[2:0-3-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ! BC 0.17 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 4=176/Mechanical,1=173/0-3-8 Max Horz 1=28(LC 21) Max Uplift 4=-127(LC 4),1=-104(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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 4 and 104 lb uplift at joint 1. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)54 lb down and 102 lb up at 2-0-0 on top chord,and 30 lb down and 17 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:8=-30(F) � I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/032015 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 bullring 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. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general ouldcirce regarcIng the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IP11 Quality enteric,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. I Tampa.FL 33610 Job Truss Truss Type Qty Ply I T11003894 12280TOA T09 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 S Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:17 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzrnCW-iYfrrBZdagQCOKpISW Rsa8FIbGKmsOugELyUHwzM9gS 2-0-0 I 4-0-0 2-0-0 2-0-0 2 2x4 II Scale=1:8.8 4.00 12 3x6= 3 � I 8 4 2x4 I I 3x4= 2-0-0 ( 4-0-0 2-0-0 2-0-0 Plate Offsets()(,Y)— [2:0-3-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 • Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MR Weight:13 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=160/0-5-8,4=162/Mechanical Max Horz 1=28(LC 8) Max Uplift 1=-37(LC 8),4=59(LC 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=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);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 lb uplift at joint 1 and 59 lb uplift at joint 4. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 102 lb up at 2-0-0 on top chord,and 24 lb down at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:8=-13(B) 1 � A 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 Milek®connectors.This design Is based only upon parameters shown,and Is for an Individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into 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/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information avdlable from Teas Plate institute.218 N.Lee Sheet Suite 312 Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Pty 711003895 1228010A T10 Roof Special Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:18 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJWiIzmCW-AkDD3XaFK_Y3000V?Dy57LowGgaMbTP_S?ht pMzM9gR 2-1-0 4-1-0 6-0-0 2-1-0 2-0-0 1-11-0 2x4 I I Scale=1:13.3 4 3x6= 4x5= 4.00 TI2 2 3 — 1 9 5 3x4 3x4 2-1-0 4-1-0 { 6-0-0 2-1-0 2-0-0 1-11-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-0],[2:0-3-0,0-2-8],[3:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.12 5-8 >572 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.20 5-8 >344 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) 0.03 1 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight 24 lb FT=20% LUMBER- BRACING- TOP RACINGTOP 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=252/0-5-8,5=245/Mechanical Max Horz 1=53(LC 21) Max Uplift 1=-79(LC 4),5=-86(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-254/104 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=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 1 and 86 lb uplift at joint 5. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 lb down and 85 lb up at 2-1-0 on top chord,and 29 lb down and 38 lb up at 2-3-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,5-6=-20 Concentrated Loads(Ib) Vert:9=-29(8) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mlt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Miler&connectors.INs design Is based only upon parameters shown.and Is for an IndM dual balding component.not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M Frei( is always req..Eed for stability and to prevent collapse with possble personal hnkry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeAN51/1PI I Cualty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Ptate Institute,218 N.Lee Sheet,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply 12280TOA T11 Half Hip 2 1 T11003896 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:19 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-exncGtbt5lgwdezhZxTKfZLOL4_BKwN7hfRaMozM9g0 4-1-0 6-0-0 I 4-1-0 1-11-0 3x6= Scale=1:14.4 4x5 I 2 3 4.00 8 1 3x4 II 3x4 4-1-0 6-0-0 4-1-0 I 1-11-0 Plate Offsets()(,Y)— [2:0-3-0,0-2-8],[3:Edge,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. OEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MR Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be Installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=234/0-5-8,4=234/Mechanical Max Horz 1=56(LC 12) Max Uplift 1=-52(LC 12),4=81(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.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 4-1-0,Exterior(2)4-1-0 to 5-10-4 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. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 1 and 81 lb uplift at joint 4. N 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 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 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 kdtxy and properly damage. For general gui krsce regarding the fabrecatkrr,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Gully Cdtada,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informatlon available from Truss Plate institute.218 N.Lee Street.Suite 312,Nexardr a.VA 22314. Tampa,FL 33610 Job Truss Truss Type :Qty Ply 12280TOA T12 HALF HIP GIRDER 1 1 T11003897 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:20 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmC W-67L_UDc W sbonFoYt7e?ZCmtAj UC53DcGwJABuEzM9gP 6-0-0 10-1-8 14-3-0 6-0-0 4-1-8 4-1-8 I Scale:1/2'=l' NAILED NAILED 7x10- NAILED 2x4 I NAILED 4x5= 4.00 12 2 11 3 12 13 4 H 1 1111111111171 I 1 1 _ (1 I1 [1 [1 111. I1 r [111 [1 fl 14 157 16 6 17 11 NAILED NAILED NAILED NAILED 5x6= 2x4 H 4x10= 5 3x8 NAILED NAILED 2x4 II 6-0-0 10-1-8 14-3-0 6-0-0 4-1-8 4-1-8 Plate Offsets(X,Y)-- [1:0-3-0,Edge],[1:0-0-0,0-2-4],[2:0-4-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.13 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.25 7-10 >676 180 BCLL 0.0 * Rep Stress lncr NO WB 0.64 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEDGE1 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=1064/0-5-8,1=1132/0-5-8 Max Horz 1=82(LC 8) Max Uplift 5=324(LC 5),1=-352(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2054/613,2-3=-1509/454,3-4=-1509/454,4-5=-982/338 BOT CHORD 1-7=-608/1920,6-7=-611/1948 WEBS 2-7=-51/453,2-6=-501/207,3-6=-493/299,4-6=-508/1684 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;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 324 lb uplift at joint 5 and 352 lb uplift at joint 1. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,5-8=-20 Concentrated Loads(Ib) Vert:2=-102(B)7-56(B)3=-102(B)6=-56(B)11=-102(B)12=-102(B)14=-223(B)15=-214(B)16=-56(B)17=-56(B) 1 � 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. ims. Design valid for use only with Webb)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 wtih possble personal injury and property damage. For general guidance regarding the fabricalbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Tampa.FL 33610 • Job Truss Truss Type Oty Ply T11003898, 12280TOA T13 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:21 2017 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi lzmCVV-aJ uMhZc8dvwety74hM W ol_QJ 1 tbRog3Q9zwhQhzM9gO l 8-0-0 14-3-0 8-0-0 6-3-0 Scale=1:24.5 7x10 3x4 II 2 11 12 3 4.00 TIT 10 a 9 1 q . I 5 4x5= 2x4 I 44 3x8 I I 4x5= 8-0-0 14-3-0 8-0-0 _ 6-3-0 Plate Offsets(X,Y)-- [1:0-3-0,Edge],[1:0-0-0,0-1-12],[2:0-4-0,0-2-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.13 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.29 5-8 >584 180 BCLL 0.0 • Rep Stress!nor YES WB 0.69 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-2-7 oc bracing. WEDGE I MiTek recommends that Stabilizers and required cross bracing 7 Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=564/0-5-8,1=564/0-5-8 Max Horz 1=110(LC 12) Max Uplift 4=-189(LC 9),1=-136(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-876/316 BOT CHORD 1-5=-357/772,4-5=-355/781 WEBS 2-5=0/323,2-4=-832/379 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;MWFRS(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&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 189 lb uplift at joint 4 and 136 lb uplift at joint 1. A 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. AddlIo nal temporary and permanent bracing MiTek* ek• 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.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6804 Parke Earn Blvd. Safety Information available from Trus Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T11003899 12280TOA T14 Half Hip 1 1 [Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:21 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-aJuMhZcsdvwety74hM W oi_ONitZKon?O9zwhOhzM9gO 7-0-0 10-0-0 14-3-0 7-0-0 3-0-0 4-3-0 6t6 II Scale=1'25.5 4x5= 3 12 13 4 4.00 12 2x4�� e 2 11 • 10 1 e 6 qx 4x5 3x8 I I 4x10= 5N4 II 10-0-0 14-3-0 10-0-0 4-3-0 Plate Offsets(X,Y)— [1:0-0-0,0-1-12],[1:0-3-0,Edge] 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 0.49 Vert(LL) -0.18 6-9 >948 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.49 6-9 >342 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 1 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:68 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=564/0-5-8,1=564/0-5-8 Max Horz 1=137(LC 12) Max Uplift 5=-167(LC 12),1=-129(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-907/343,2-3=-568/200,3-4=-492/208,4-5=-566/277 BOT CHORD 1-6=-429/832 WEBS 2-6=-430/275,4-6=-269/653 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to 14-1-4 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 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 167 lb uplift at joint 5 and 129 lb uplift at joint 1. a 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 irxlividual 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 indMdud truss web and/or chord members only. Additional temporary and permanent bracing Mitek. Is always required for stability and to prevent coil pse 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,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avc Table from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11003900, 12280TOA T15 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:23 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-W i066FeO9WAM6FHSonYGgPVcKhCIGYBjcHPoVZzM9gM 4-1-8I 8-8-14 I 13-2-8 17-8-2 I 22-0-12 l 4-1-8 4-7-6 4-5-10 4-5-10 4-4-10 Scale=1:37.3 NAILED NAILED NAILED 4.00 12 7x104x5= 2x4 6x8= 4x6= NAILED NAILED NAILED NAILED NAILED NAILED 215 16 3 17 18 19 20 4 21 22 5 23 24 6 l. nn nn o1 nn nn _H nn nn —la nn I oT g , xe nn n�i nn n ° nn nn f ° Inn nn 1°nh nn 25 11 26 27 10 28 29 9 30 31 8 32 33 7 4x5= NAILED 2x4 I NAILED 7x14MT2OHS= NAILED 4x10= NAILED 4x6= NAILED 3x5 II 3x8 II NAILED NAILED NAILED NAILED NAILED 01310 4-1-8 i 8-8-14 I 13-2-8 I 17-8-2 22-0-12 0-3-0 3-10-8 4-7-6 4-5-10 4-5-10 4-4-10 Plate Offsets(X,Y)-- [1:0-3-0,Edge],[1:0-0-0,0-1-12],[2:0-6-8,Edge],[6:0-2-8,0-2-0],[7:0-3-0,0-1-8],[8:0-2-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.52 9-10 >503 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.69 9-10 >378 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 3-6-9 oc bracing. 6-8:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 7=1300/0-3-8,1=1351/0-3-8 Max Horz 1=57(LC 21) Max Uplift 7=-920(LC 5),1=-901(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-2=-2989/2033,2-3=-4350/3009,3-4=-4334/3013,4-5=-4334/3013,5-6=-2849/2000, 6-7=-1225/858 BOT CHORD 1-11=-1934/2794,10-11=-1943/2805,9-10=-3031/4384,8-9=-2054/2929 WEBS 2-10=-1159/1646,3-10=-385/247,4-9=-341/232,5-9=-1061/1503,5-8=-910/614, 6-8=-2082/2968 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=oft;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)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 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 920 lb uplift at joint 7 and 901 lb uplift at joint 1. 7)"NAILED"indicates 3-10d(0.148'x3')or 3-12d(0.148°x3.25')toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-6=-60,7-12=-20 mit 0 WARNING-Verify design parameters and READ NOTES ON THIS ANO INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 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 applicablity of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual Puss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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 Component 6904 Parke East Blvd. Safety Information avallable from truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type I Qty Ply T11003900 12280TOA T15 Half Hip Girder 11 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:23 2017 Page 2 I D:?KV LnJdmeFL?cd V8wJvVi IzmCVV-W i066FeO9 W AM6FHSonYGgPVcKhC IGYBjcHPoVZzM9gM LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-44(B)11=-39(B)15=-44(B)16=-44(B)18=-44(B)19=-44(B)21=-44(B)22=-44(B)23=-44(B)24=-44(B)25=-156(B)26=-39(B)27=-39(B)28=-39(B) 29=-39(B)30=-39(B)31=-39(B)32=-39(B)33=-39(B) � 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MIF7473 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 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,seeANSI/TPI I Quality Cr feria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanya,FL 33610 Job Truss Truss Type Oty Ply 1 12280TOA T16 Half Hip 1 1 1 111003901 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:24 2017 Page 1 I D.?KVLnJdmeFL?cdV8wJvVilzmC W-_uaVJbfOwgl DkPsfM U3VMc2sR5dy?xOsrx8 L 1 OzM9g L I 5-10-0I 11-1-8 I 16-5-0 I 22-0-0 5-10-0 5-3-8 5-3-8 5-7-0 Scale=1:36.9 7x10= 400 IV 2x4 II 6x6= 4x5= 3 17 18 4 19 5 20 6 1104111 -19 • F.-, OW 4x5 16 n 2 /5 cs 1 t� ® 1 1' L• g: d><. 10 9 8 3x8 I 2x4 II 7x10= 4x5= 3x5 II 5-10-0 11-1-8 16-5-0 22-0-0 5-10-0 I 5-3-8 5-3-8 I 5-7-0 Plate Offsets(X,Y)— [1:0-3-8,Edgel,[3:0-4-0,0-2-8],[7:0-3-0,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. 1DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.22 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.29 9-10 >919 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.05 7 rVa Na BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. 6-8:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=874/0-5-8,7=874/0-5-8 Max Horz 1=80(LC 12) Max Uplift 1=-540(LC 8),7=635(LC 9) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1783/1957,3-4=-2139/2377,4-5=-2139/2376,5-6=-1615/1786,6-7=-820/848 BOT CHORD 1-10=-1885/1641,9-10=-1901/1646,8-9=-1815/1650 WEBS 3-9=-538/538,4-9=-325/216,5-9=-625/535,5-8=-559/450,6-8=-1884/1703 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 5-10-0,Exterior(2)5-10-0 to 10-0-15 zone;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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 540 lb uplift at joint 1 and 635 lb uplift at joint 7. 1111. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 5111-7473 rev.10032015 BEFORE USE Design valid for use only with MIIekb connectors.Ns design is txised only upon parameters shown,and Is for an individual bolding component,not a truss system.Before use,the bulking designer must verify the appllcablity of design parameters and properly incorporate this design Into the overall building design. Brachg indicated is to prevent buckling of Individual truss web and/or chord members only. Addlonal temporary and permanent bracing M[Te k Is always required for skibltty and to prevent collapse with possible personal Injury and property damage. For general gridance regardng the fabrication,storage,delivery,erection and bracing of trusses and Buss systems,seeANSI/lP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety Information available from Tries Plate Institute,218 N.Lee Street,Suite 312,Nexandda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T11003902 12280TOA T17 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:24 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmC W-_uaVJbfOwglDkPsfMU3VMc2rL5bP?yMsrx8L1 OzM9gL 2-10-0 7-10-0 15-5-0 22-0-0 2-10-0 5-0-0 7-7-0 I 6-7-0 1 Scale=1:38.0 4.00 12 7x10 2x4 II 4x5= 3 10 11 4 12 5 -8 n 2x4 11 6x6= v, 1 P/ C 9 8 7 6 5x6= 2x4 II 7x10 3x5 II 2-10-0 7-10-0 15-5-0 22-0-0 2-10-0 5-0-0 7-7-0 6-7-0 Plate Offsets(X,Y)— [3:0-4-0,0-2-8),[6:0-3-0,0-1-8],[9:0-3-0,0-2-12] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.25 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.29 8-9 >903 180 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except` BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing. 5-7:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=868/0-5-8,6=868/0-5-8 Max Horz 9=68(LC 12) Max Uplift 9=-557(LC 8),6=-632(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1637/1721,3-4=-1451/1563,4-5=-1451/1563,5-6=-810/814 BOT CHORD 8-9=-1657/1524,7-8=-1677/1532 WEBS 3-8=-405/317,4-7=-482/355,5-7=-1677/1561,2-9=-1632/1610 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;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-10-0,Interior(1)2-10-0 to 21-10-4 zone;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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 557 lb uplift at joint 9 and 632 lb uplift at joint 6. 101 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 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 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 BCSI Building Component 6904 Parke East Blvd. Safely Informallon avolable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type " 1 Oty Ply T11003903'. 12280TOA T18 ROOF SPECIAL GIRDER i1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:26 2017 Page 1 I D:?KV LnJdmeFL?cdV8wJvVi IzmCVV-xHi FkGgHSRYxzj?1 Tv6zS177suEuTuF9I FdS5uzM9gJ 4-0-0 6-0-0 8-0-0 9-11-0 11-11-0 17-8-8 4-0-0 2-0-0 I 2-0-0 1-11-0 2-0-0 5-9-8 Scale=1:30.8 NAILED 6x6 11 NAILED 6x8= 6x6 11 4 5 4.00 12 �LA' /111% 6x6= 4x10= T 2 ✓� 6 NAILED 7 ilep w N O' N i 4g0011101111111111.111.1111.11.11 _ E n f n1 `f 1n 1 ' 11 1n , 18 ti 19 10 20 9 21 22 4x6 NAILED 4x5= NAILED 7x10— NAILED 5x12— NAILED NAILED 8 4x5 NAILED NAILED NAILED 4-0-0 8-0-0I 11-11-0 17-8-8 4-0-0 4-0-0 3-11-0 5-9-8 Plate Offsets(X,Y)-- [5:0-4-0,0-2-8],[8:Edge,0-3-8],[9:0-3-12,0-2-8],[10:0-3-8,Edge] - LOADING(psf) i SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.20 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.43 8-9 >490 180 BCLL 0.0 * Rep Stress Incr NO WB 0.82 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:86 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 2-4-7 oc purlins, 6-7:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. 1-10:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing 1 WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer 7-9:2x4 SP No.2 I Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1421/0-5-8,8=1400/0-3-0 Max Horz 1=55(LC 25) Max Uplift 1=-466(LC 8),8=-479(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3126/1025,2-3=-2984/1008,3-4=-3154/1008,4-5=-2982/968,5-6=-4045/1355, 6-7=-3682/1212,7-8=-1244/474 BOT CHORD 1-11=-984/2901,10-11=-1202/3654,9-10=-944/2906 WEBS 2-11=-279/909,3-11=-885/281,3-10=-860/342,4-10=-192/761,5-9=-468/1328, 6-9=-1501/591,7-9=-1189/3647 NOTES- 1)Unbalanced root 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=oft;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. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 466 lb uplift at joint 1 and 479 lb uplift at joint 8. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase-1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,4-5=-60,5-6=-60,6-7=-60,8-12=-20 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.101032015 BEFORE USE. imill 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 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 regardkrg the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Terrpa,FL 33610 'Job Truss Truss Type I Qty Ply T11003903 12280TOA T18 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:26 2017 Page 2 I D:?KV LnJdmeFL?cdV8wJvVilzmCVV-xHi FkGgHSRYxzj?1 Tv6zS 177suEuTuF91 FdS5uzM9gJ LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-102(F)5=-102(F)10=-56(F)11=-225(F)9=-214(F)17=-47(F)18=-142(F)19=-214(F)20=-56(F)21=-225(F)22=-30(F) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&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 on Individual building component not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regadkng 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 Iaormation available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply TI1003904 12280TOA T19 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:26 2017 Page 1 I D:?KVLnJdmeFL?cdVBwJvVi lzmCW-xHi FkGgHSRYxzj?1 Tv6zS17DuuKGTyv91FdS5uzM9gJ 6-0-0 11-11-8 17-11-0 I I 6-0-0 5-11-8 I 5-11-8 I Scale=1:30.2 7x10= ,---- 2x4 4x5= 4.00 12 2 13 3 14 15 4 �� I " 1 L3 -Et I 12 11 1 X 7 6 2x4 II 7x10= 4x5= 2x411 6-0-0 11-11-8 17-11-0 I 6-0-0 5-11-8 I 5-11-8 Plate Offsets(X,Y)-- (2:0-6-4,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.18 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=715/0-5-8,5=709/0-5-8 Max Horz 1=83(LC 12) Max Uplift 1=-188(LC 8),5=278(LC 9) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1419/486,2-3=-1332/514,3-4=-1332/514,4-5=-653/300 BOT CHORD 1-7=-502/1285,6-7=-499/1292 WEBS 3-6=-406/295,4-6=-532/1379 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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 10-2-15 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 psi bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 lb uplift at joint 1 and 278 lb uplift at joint 5. t __ / 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-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 wtth 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 IMormallon available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T11003905 12280TOA T20 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:27 2017 Page 1 ID:?KVLnJdrneFL?cdVBwJvVilzmC W-PTGdychvDlhobtaD 1 cdC_FgKslaECOPIXvNOeKzM9gl 8-0-0 12-9-12 17-11-0 8-0-0 4-9-12 I 5-1-4 Scale=1:30.2 6x6 II 2x4 11 4x5= 2 12 3 13 4 4.00 12 11 10 _ • 6 4x5= 7x6= 3x8I 4x5 8-0-0 17-11-0 8-0-0 9-11-0 Plate Offsets(X,Y)— [1:0-0-0,0-1-12],[1:0-0-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.21 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.51 5-6 >417 180 BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:79 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-2-13 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=711/0-5-8,1=711/0-5-8 Max Horz 1=110(LC 12) Max Uplift 5=-261(LC 9),1=-177(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1296/425,2-3=-1169/445 BOT CHORD 1-6=-456/1166,5-6=-379/876 WEBS 3-6=-79/405,3-5=-974/444 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;MW FRS(directional)and C-C Exterior(2)0-0-010 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 261 lb uplift at joint 5 and 177 lb uplift at joint 1. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mi1-7473 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 turas web and/or chord members only. Additional temporary and permanent bracing MiTek- is iTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Informallon available horn Truss Plate Institute,218 N.Lee Street,Suite 312.Alexa=ndria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I T11003906 12280TOA T21 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:28 2017 Page 1 I D.?KVLnJdmeFL?cdV8wJvVilzmCVV-tfq?9yiX_3peCO9QbK8RXSCZyiyhxmtSmZ6ZAnzM9gH 17-2-8 18-6-8 21-2-8 23-8-1025-2-8 1 7-0-0 i 1000 i 14-6.8 15-10-n 1I-84 19-108 322-68 23-10-8 1 29-9-0 I 34-9-0 I 39-5-8 7-0-0 3-0-0 4.6.8 1-4-0 1-4-010-4 1-4-0 1-40 1-2-2 1-4 0 4-6-8 5-0-0 4-8-8 0-5-12 1-4-0 0-1-14 Scale=1:70.9 5x6= TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM,OR PROPERLY CONNECTED 11 14 16 PURLINS AS SPECIFIED. g ... i 18 8 - 20 4.00 12 6x6 11 5x6 6 _ - - - 4:*,--= 22 5x6 7x10= 14= !` 3 g� 12 1 15 17 1• 24 1, e '' 78 8 8 8 ' 21® `f 6x6= 4x5= ha 2 4 J.! 25 37 26 36 _ - e 1 N VI u u - N 32 31 30 38 29 28 27 4x5= 7x10= 3x5 I 7x10= 4x5= 4x5= 3x5 II 3x8 II 10-0-0 17-8-4 23-8-10 29-9-0 34-9-0 39-5-8 10-0-0 i 7-8-4 6-0-6 i 6-0-6 I 5-0.0 I 4-8.8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-12],[1:0-3-0,Edgej,[4:0-3-8,Edge],[10:0-7-0,0-4-8],[14:0-3-0,0-2-4],[19:0-6-0,0-3-8],[23:0-1-0,Edge],[24:0-3-12,Edge],[27:0-2-12,0-1-8], [31:0-3-0,0-1-8],[32:0-4-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.18 32-35 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.50 32-35 >425 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.94 Horz(TL) 0.03 1 n/a n/a BCDL 10.0I Code FBC2014ITPI2007 Matrix-MS Weight:266 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, 3-19,19-24:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. WEBS 2x4 SP No.3`Except` JOINTS 1 Brace at Jt(s):10,19,13,5 10-30:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,In accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 27=719/0-5-8,31=1898/0-5-8,1=528/0-5-8 Max Horz 1=100(LC 11) Max Uplift 27=-520(LC 12),31=-1289(LC 12),1=59(LC 12) Max Gray 27=719(LC 1),31=1898(LC 1),1=586(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-968/30,2-3=-622/0,3-4=-549/0,4-5=-697/70,5-7=-697/70,7-10=-697/70, 10-12=-736/1105,12-13=-736/1105,13-15=-736/1105,15-17=-736/1105, 17-19=-736/1105,19-21=-726/1097,21-23=-726/1097,23-24=-548/932, 24-25=-1019/1228,25-26=-1268/1391,26-27=-671/690 BOT CHORD 1-32=-38/888,31-32=-616/669,30-31=-620/673,29-30=-1140/933,28-29=-1424/1302 WEBS 2-32=-449/273,10-32=-459/1110,10-31=-1770/1503,10-30=-1775/1361,19-30=-361/224, 24-30=-459/339,24-29=-393/336,25-29=-437/327,25-28=-451/436,26-28=-1468/1334 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 39-3-12 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 520 lb uplift at joint 27,1289 lb uplift at joint 31 and 59 lb uplift at joint 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. i mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 buckling of Individual truss web and/or chord members only. Addtional 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/1PI1 Quality Criteria,DSB-89 and SCSI Building Component I 6904 Parke East Blvd. Safety information avciiabie Born Teas Plate Institute,218 N.Lee Street,Stite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply ' 111003907 12280TOA T22 Roof Special 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:30 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmC W-p2xmaejnW g3MSKJoilAvctlt7W fGPgti DtbgEfzM9gF 6-8-8I 13.3.8 I 19-10-8 I 26-3-12 I 32-9-0 I 39-5-8 l 6-8-8 6-7-0 6-7-0 6-5-4 6-5-4 6-8-8 Scale=1:68.4 4.00 12 6x6= 4 i fixe 17 g18 2x4 i 3 • •• a 2x4;110K 6x6- 4x5= 2 6 7 16 V. 1 Piri 6— (:. N VI i LI 4 1211 20 21 10 9 8 7x6= 7x6= 7x10= 4x5= 3x5 I I 4x5= 3x8 II 8-10-14 17-8-4 26-3-12 32-9-0 39-5-8 8-10-14 I 8-9-6 I 8-7-8 I 6-5-4 I 6-8-8 I Plate Offsets()(,Y)— [1:0-3-0,Edge],11:0-0-0,0-1-12],[4:0-3-0,0-2-8],[8:0-2-12,0-1-8],[10:0-3-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.27 10-11 >978 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.36 10-11 >730 180 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight 202 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEDGE WEBS 1 Row at midpt 4-11,4-10 Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=631/0-5-8,1=421/0-5-8,11=2093/0-5-8 Max Horz 1=104(LC 11) Max Uplift 8=-416(LC 12),1=-34(LC 12),11=989(LC 12) Max Gray 8=679(LC 22),1=503(LC 21),11=2093(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-789/0,2-3=-515/107,3-4=-484/923,4-5=-628/685,5-6=-601/569,6-7=-1098/995, 7-8=-616/519 BOT CHORD 1-12=-11/721,11-12=-372/342,10-11=-400/265,9-10=-1004/1114 WEBS 2-12=-437/279,3-12=-143/696,3-11=-810/344,4-11=-1395/1001,4-10=-1104/1157, 5-10=-439/282,6-10=-659/580,6-9=-298/164,7-9=-1016/1118 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=39ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 19-10-8,Exterior(2) 19-10-8 to 23-9-14,interior(1)32-9-0 to 39-3-12 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 416 lb uplift at joint 8,34 lb uplift at joint 1 and 989 lb uplift at joint 11. 1 mit 0 WARNWG•Kielty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10,83/2015 BEFORE USE. Design valid for use oily with MllekO connectors.iris design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly 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/WPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safety informallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Twice,FL 33610 • Job Truss Truss Type ' Qty Ply T11003908 12280TOA T23 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:31 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-HEV8n_kPH_BD3Uu?GSh895g2Gv_A8BzuSXLDn6zM9gE 6-8-8I 13.3-8 1 19-10-8 I 26-3-12 I 30-9-0 l 34-11-8 l 39-5-8 1 6-8-8 6-7-0 6-7-0 6-5-4 4-5-4 4-2-8 4-6-0 Scale=1:68.4 4.00 I12 6x6= 4 6x8 :: 18 19 2x4 1l 3 5 8x6= 2x4 I I •� 6 4x5= B ci 2x4:40107 r: 2 a !: Pt.. m 17 7 .0Z Nc, .- rc b 1 cb 0 13 12 21 22 11 10 .9 4x5= 6x6= 7x6= 7x10= 455= 5x6= 3x8 1 8-10.14I 17-8-4 1 26-3-12 r 30-9-0 I 39-5-8 8-10-14 8-9-6 8-7-8 4-5-4 8-8-8 Plate Offsets(X,Y)— [1:0-3-0,Edge],[1:0-0-0,0-1-12],[4:0-3-0,0-2-8],[9:0-3-0,0-2-12],[11:0-4-12,Edge) LOADING(psf) I SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.61 Vert(LL) 0.28 11-12 >937 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.40 9-10 >646 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing. WEDGE WEBS 1 Rowatmidpt 4-12,4-11 Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=658/0-5-8,1=455/0-5-8,12=2032/0-5-8 Max Horz 1=123(LC 12) Max Uplift 9=-435(LC 12),1=-53(LC 12),12=-951(LC 12) Max Gray 9=710(LC 22),1=517(LC 21),12=2032(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-827/20,2-3=-553/3,3-4=-395/821,4-5=-6811723,5-6=-641/621,6-7=-993/933 BOT CHORD 1-13=88/757,12-13=-268/233,11-12=-322/170,10-11=-934/997,9-10=-618/718 WEBS 2-13=-434/276,3-13=-136/689,3-12=-808/341,4-12=-1330/943,4-11=-1070/1117, 5-11=-387/253,6-11=-531/483,7-10=-413/354,7-9=-861/722 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 19-10-8,Exterior(2) 19-10-8 to 23-9-14,Interior(1)30-9-0 to 39-3-12 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at joint 9,53 lb uplift at joint 1 and 951 lb uplift at joint 12. 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. 111111. Design valid for use oNy with Mitek®connectors.This design Is based oNy 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 pose le personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI l Qudlty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avdtable from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003909 12280TOA T24 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:32 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJWilzmCW-IR3W?KI11 HJ4heTBg9CNhIND6JLUtew1 hA4nJYzM9gD I 6-8-8 i 13-3-8 19-10-8 26-3-12 I 28-9-0 i 33-11-8 39-5-8 6-8-8 6-7-0 6-7-0 6-5-4 2-5-4 5-2-8 5-6-0 Scale=1:68.4 4.00 112 6x6= 4 6x8% i8 19 2x4 11 3 5 6x6= 2x4 11 4x5= It' 6 7 8 aJ 2x4•‘.• $ n 2 17 es4b a /N 72°1 13 12 21 22 11 10 �9 7x6= 7x6= 7x10= 4x10= 3x5 II 4x5= 3x8 iI 8-10-14I 17-8-4 I 26-3-12 I 33-11-8 39-5-8 8-10-14 8-9-6 8-7-8 7-7-12 5-6-0 Plate Offsets(X,Y)-- [1:0-3-0,Edge],[1:0-0-0,0-1-12],[4:0-3-0,0-2-81,[9:0-2-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.23 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.32 11-12 >814 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.02 . 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:211 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-6 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. WEDGE WEBS 1 Rowatmidpt 4-12,4-11 Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=664/0-5-8,1=462/0-5-8,12=2019/0-5-8 Max Horz 1=151(LC 12) Max Uplift 9=-446(LC 9),1=-54(LC 12),12=-944(LC 12) Max Gray 9=716(LC 22),1=520(LC 21),12=2019(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-837/23,2-3=-563/0,3-4=-390/800,4-5=-697/733,5-6=-634/639,6-7=-748/690, 7-8=-748/690,8-9=-672/595 BOT CHORD 1-13=-118/766,11-12=-304/137,10-11=-741/788 WEBS 2-13=-433/275,3-13=-140/690,3-12=-809/342,4-12=-1324/948,4-11=-1080/1117, 5-11=-350/238,6-11=-369/289,7-10=-371/230,8-10=-835/907 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.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-6,Interior(1)3-11-6 to 19-10-8,Exterior(2) 19-10-8 to 23-9-14,Interior(1)28-9-0 to 39-3-12 zone;porch right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 446 lb uplift at joint 9,54 lb uplift at joint 1 and 944 lb uplift at joint 12. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MilekbS 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.Add lrional temporary and permanent bracing M iTe k. B always required for stability and to prevent collapse wtth poable 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-$9 and BCSI Building Component 6904 Parke East Blvd. Safely Informalton available from Truss Plate Institute,218 N.Lee Street-Suite 312,Alexandria VA 22314. Tampa,FL 33610 • Job Truss Truss Type ' Qty Ply T11003910 12280TOA T25 Roof Special 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:33 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-EdduCgmgobRxJo2NOtkcE WwJ7jbW c2TBvggKr_zM9gC I 6-0-12 I 12-0-0 I 14-3-0 i 18-9-0 I 25-6-0 I 29-9-8 I 33-4-8 33-9-0 6-0-12 5-114 2-3-0 4-6-0 6-9-0 4-3-8 3-7-0 0-4-8 Scale=1:60.4 4x5 7 4x6 23 6// 5x12= 2x4 I: 6x8= IP 4.0051 3 4 0 a '� - 22 00000000000111111. 1 4x5 11111111%ftimmiiiiiiiimmiir .t.3 2 ii+' ZigVfl th 13/x101-K- 4x5 II 11 10 9 3x5 II fo 1 o T7 $ e 7x14 MT2OHS= 5x6= 4x5= 1N o _, 16 15 14 4x6= 4x6= 2x4 I I 3x5 11 6-0-12 12-0-0 14-3-0 18-9-0 25-6-0 29-9-8 33-9-0 6-0-12 i 5-11-4 l 2-3-0 I 4-6-0 l 6-9-0 i 4-3-8 i 3-11-8 i Plate Offsets(X,Y)-- [1:0-0-0,0-1-8],[3:0-5-8,0-2-0],[6:0-2-0,0-2-0],[7:0-2-0,0-2-0],[8:0-2-12,0-1-8],[9:0-2-4,0-2-0],[12:0-2-8,0-0-8],[13:0-3-8,0-2-4],[14:0-2-8,0-0-4], [16:0-2-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.50 11-12 >807 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.20 11-12 >337 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.33 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS`Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-7:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1*Except* JOINTS 1 Brace at Jt(s):13 12-14:2x4 SP No.3,8-11:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer 13-16,6-10:2x4 SP No.2 I Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1348/0-5-8,8=1343/0-3-8 Max Horz 1=275(LC 12) Max Uplift 1=-325(LC 12),8=-382(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3173/850,2-3=-4818/1449,3-4=-5039/1525,4-5=-5010/1508,5-6=-3781/1048, 6-7=-1371/401,7-8=-1305/476 BOT CHORD 1-16=-1028/2938,12-13=-1481/4467,11-12=-1553/4637,10-11=-1125/3677, 9-10=-407/1261 WEBS 2-16=-873/393,3-13=-241/1022,4-11=-454/269,3-11.156/437,5-11=-533/1409, 5-10=-1935/667,13-16=-992/2866,2-13=-512/1579,6-9=-1550/562,7-9=-661/2054, 6-10=-913/3067 NOTES- 1)Wind:ASCE 7-10;Vult=13omph(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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 33-7-4 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. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 382 lb uplift at joint 8. t, __mi t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with 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 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,storage,delivery,ereclon and bracing of trusses and truss systems.seeANSI/1PI l Cudlty Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaYabie horn Truss Plate Institute,218 N.Lee Street Smite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type aOty Ply T11003911 12280TOA T26 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:35 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-AOIfdLnwKChfY5BmVIm4Jx?gOXHO3yVUN8JRwtzM9gA I 4-10-0 1 9.6-0I 14-0-0 I 16-3-0 I 20-10-8 I 27-6-0 1 31-5-8 1 33-4-833- 9.0 4-10-0 4-8-0 4-6-0 2-3-0 4-7-8 6-7-8 3-11-8 1-11-0 01428 Scale=1:60.4 5x6 7 7x10= 2x4 II 6x12= • 4.00 12 4 5 4x6�—yrs r•� r g 3 i A c% 4x52 r, :4 11 I52)111125 7 4x5 II 13 12 2x4 II d 1 di 03x4—6 7x14 MT2OHS= 5x6= 9 3x5 I I � O1 3x4 I 2x4 11 2x4= "' 3x8 I I 21 20 19 18 4x5= 2x4 I l 6x8= 3x4 11 7x10= 4-10-0 9-6-0 14-3-0 16-3-0 20-10-8 27-6-0 31-5-8 33-9-0 4-10-0 I 4-8-0 I 4-9-0 I 2-0-0 i 4-7-8 I 6-7-8 I 3-11-8 i 2-3-8 1 Plate Offsets(X,Y)-- [1:0-3-0,Edge],[1:0-0-0,0-1-8],[3:0-2-12,0-2-0],[6:0-74,0-3-0],[7:0-1-12,Edge],[12:0-2-4,0-2-8],[14:0-2-8,0-0-8],[15:0-3-8,0-2-0],[16:0-2-0,0-0-0], [20:0-2-0,0-2-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.52 18 >772 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -1.22 18 >332 180 MT2OHS 187/143 BC LL 0.0 * Rep Stress'nor YES WB 0.89 Horz(TL) 0.44 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6:2x4 SP SS,6-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-5 oc bracing. Except: BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:17-19 1-18:2x4 SP SS,14-16,9-11:2x4 SP No.3,13-15:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer 7-12:2x6 SP No.2,15-20:2x4 SP No.2 , Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=1347/0-3-8,1=1349/0-5-8 Max Horz 1=275(LC 12) Max Uplift 8=-381(LC 12),1=-321(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3151/863,2-3=-2908/788,3-4=-5360/1647,4-5=-4830/1479,5-6=-4832/1480, 6-7=-3397/985,8-10=-1313/428,7-10=-1278/439 BOT CHORD 1-21=-1050/2939,20-21=-1050/2939,4-15=-374/1423,16-17=-214/511, 14-15=-1415/4433,13-14=-1630/4942,12-13=-919/3038 WEBS 3-20=-1425/533,5-13=-446/263,6-13=-680/1895,6-12=-20311729,7-12=-1157/3794, 15-20=-974/2962,3-15=-756/2327 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=34ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interlor(1)3-4-8 to 33-7-4 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)All plates are MT20 plates unless otherwise Indicated. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 381 lb uplift at joint 8 and 321 lb uplift at joint 1. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an IrrdMdual 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 tel nrxxary and permanent bracing MiTek' is always required for stability and to prevent collapse wllh possble personal injury and properly damage. For general guidance regardi g the fabrlcatkxt storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Qualify Crlfarla,DSB-89 and BCSI Building Compon.nt 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street Suite 312 Alexandria,VA 22314. Tarrpa,FL 33610 Job Truss Truss Type Qty Ply ' T11003912I 12280TOA T27 Roof Special 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:36 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-eCl I ghoY5W pWAFmy3?HJs8YpuwfpoOndbo2_SJzM9g9 I 4-10-0 9-6-014-3-0 44-3-o I 16-0-0 I 22-9-0 I 29-6-0 1 31-5-8 1 33-4-833-9-03 410-0 4-8-0 4-9-0 1-9-0 6-9-0 6-9-0 1-11-8 1-11-00-4-8 Scale=1:60.4 5x6 6x8= 8 7x10= 4.00 12 5 6 ii 4 X11 26 g 27 11.12/ 4x5% I o ttenamiggisi5 a 3 - 6x8% einii NM li v# 25 01 ,1,- IE 5 12 1i 14 13 1 80 17 7x10= 5x6= 10 3x5 I I o dost°= >G $ iii: $ O o� 21 20 19 4x6= 4x12= I 4-10-0 9-6-0 1 14-3-0 16-3-0 22-9-0 1 29-6-0 1 31-5-8 1 33-9-0 4-10-0 4-8-0 4-9-0 2-0-0 ' 6-6-0 6-9-0 1-11-8 2-3-8 Plate Offsets(X,Y)— [1:0-0-0,0-1-8],[5:0-4-0,0-2-81,[7:0-6-8,Edge1,[8:0-1-12,Edge],[16:0-3-8,Edge],[20:0-2-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.46 14-15 >867 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -1.17 14-15 >344 180 BCLL 0.0 ' Rep Stress Inca YES WB 0.95 Horz(TL) 0.34 9 n/a ria BCDL 10,0 Code FBC2014/TP12007 Matrix-MS Weight:194 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`Except* BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing. 1-19:2x4 SP SS,4-19,15-17,10-12:2x4 SP No.3,14-16:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,In accordance with Stabilizer 16-20:2x4 SP No.2 Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1348/0-5-8,9=1343/0-3-8 Max Horz 1=275(LC 12) Max Uplift 1=-325(LC 12),9=-381(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3093/825,2-3=-2896/780,3-4=-5036/1530,4-5=-5023/1540,5-6=-3492/1077, 6-7=-3493/1077,7-8=-1909/559,9-11=-1314/429,8-11.1295/430 BOT CHORD 1-21=-1014/2867,20-21=-1018/2870,15-16=-1134/3677,14-15=-1278/3825, 13-14=-520/1689 WEBS 3-20=-1344/501,6-14=-457/270,7-14=-669/1967,7-13=-1682/613,8-13=-771/2490, 16-20=-994/3081,3-16=-652/2027,5-16=-473/1726,5-14=-364/169 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat, II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 33-7-4 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. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 381 lb uplift at joint 9. 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 bused 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 gridar e 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 Bbd. Safety lafomrallon available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T11003913 12280TOA T28 Roof Special 1 1 (Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:37 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-6OsP21 pAsgxNoPLedjoYOM41 FKzNXrGngSoX_IzM9g8 I 4-10-0 9-6-0i 14-3-0 I 16-3-0 18-0-0 I 24-9-0 I 31-6-0 1 33-4-633-9-0 4-10-0 4-8-0 4-9-0 2-0-0 ' 1-9-0 6-9-0 6-9-0 1-10-8 0-148 Scale=1:60.4 7x10,--- 4.00 4.00 12 7x10= 8 26 6 7 /y 4x5 $ err 4 6x8 JJIr: th 3 4x5 .. MM orb i 25 14 13 1 =ammo, I� Io q8x10= 1 2 6 4x5= 7 - 45—:IS 4x12= 4-10-0 9-6-0I 14-3-0 1 16-3-0 , 18-0-0 I 24-9-0 1 31-5-8 31-0-033-9-0 4-10-0 4-8-0 4-9-0 2-0-0 1-9-0 6-9-0 6-8-8 048 2-3-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-81[5:0-4-0,0-2-8],[7:0-6-8,Edge],[8:0-2-5,Edge],[9:0-2-12,0-1-8],[15:0-3-4,0-2-8],[17:0-2-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.43 16 >946 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.99 16 >409 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.93 Horz(TL) 0.34 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:201 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1-16:2x4 SP SS,4-16,20-21,10-12:2x4 SP No.3,13-15:2x4 SP No.1 4-11-0 oc bracing:14-15 WEBS 2x4 SP No.3`Except* MiTek recommends that Stabilizers and required cross bracing 15-17:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1348/0-5-8,9=1343/0-3-8 Max Horz 1=275(LC 12) Max Uplift 1=-325(LC 12),9=381(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3099/820,2-3=-2895/770,3-4=-5326/1642,4-5=-3311/1020,5-6=-2525/790, 6-7=-2525/790 BOT CHORD 1-18=-1011/2874,17-18=-1011/2874,4-15=-448/1512,14-15=-1669/5040, 13-14=-1030/3161,12-13=-248/779,11-12=-242/804 WEBS 3-17=-1424/545,4-14=-2208/746,5-14=-267/1070,5-13=-720/239,6-13=-459/273, 9-11=-1328/464,15-17=-1041/3130,3-15=-763/2282,7-13=-656/1979,7-11=-1544/490 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=34ft;eave=off;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 33-7-4 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)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)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 381 lb uplift at joint 9. lilt A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 8411.7473 rev.1093/2015 BEFORE USE. Design valid for use only with MITekb 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 tnss 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.seeAN31/TPII Quality Criteria,DSB-$9 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 711003914. 12280TOA T29 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:40 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJWilzrnCW-XzYYg3r391Jxfs4jlrMFO_1YwY22kBMD W QOCb4zM9g5 410-0I 9.6-0 I 14-3-0 I 16-3.0 I 20.0.0 I 26-10-8 I 31-5-8 133.3.033.90 410-0 4-8-0 49-0 2-0.0 3.9-0 6-10-8 4-7-0 1-9-8 0-6-9 Scale=1:59.7 7x10= 4x5= 4x5= 4.00 12 26 27 6 7 I 4 6x8' m 7. 3 v ri N r 4X5 i �`y .� r 2 .1.. qq ��� 11� 10 162 24 7x10= x1 12 d 1 l¢ 7x10= 4x5= 9 3x5 I I 9 17 16 15 4x6= 4x12= 4-10-0I 9-6-0 I 14-3-0 j 16-3-0 I 20-0-0 26-10-8 l 31-5-8 I 33-9-0 l 4-10-0 4-8-0 4-9-0 2-0-0 3-9-0 6-10-8 4-7-0 2-3-8 Plate Offsets()(,Y)— [1:0-0-0,0-1-81,[7:0-2-0,Edge],[8:0-2-12,0-1-81,[13:0-3-8,Edge],[14:0-3-8,Edge],[16:0-2-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (Ioc) Vdefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.41 14 >993 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.94 13-14 >431 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.29 8 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MS I Weight:197 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 3-5:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-15:2x4 SP SS,4-15,19-20,9-11:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,In accordance with Stabilizer 5-14,14-16:2x4 SP No.2 Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1348/0-5-8,8=1343/0-3-8 Max Horz 1=274(LC 12) Max Uplift 1=-325(LC 12),8=-381(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3105/849,2-3=-2893/833,3-4=-5062/1757,4-5=-5123/1875,5-6=-2597/970, 6-7=-1775/637,8-10=-1308/483,7-10=-1272/496 BOT CHORD 1-17=-1057/2880,16-17=-1057/2880,4-14=-306/238,13-14=-970/2597,12-13=-637/1775 WEBS 3-16=-1359/579,5-14=-1054/2727,5-13=-357/267,6-13=-392/967,6-12=-971/477, 7-12=-742/2055,14-16=-1131/3120,3-14=-809/2027 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 20-0-0,Exterior(2)20-0-0 to 24-9-4 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)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 381 lb uplift at joint 8. t Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Ili Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for art individual I xrilding component.not a truss system.Before use,the building designer must verity the applicabllty of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web aril/or chord members only.Additional temporary and permanent bracing MiTek• is always required for skbllty and to prevent collapse with posstile personal Injury 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. Safety Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ITruss Truss Type ,Qty Ply 111003915 12280TOA T30 Hip 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:42 2017 Page 1 I D:?KVLnJd meFL?cdV8wJvVi lzmC W-TMg 151tJhMafuAE6PGOj5Pou5Li9C4Q W_kVlgzzM9g3 I 4-10-0 9-6-0I 16-3-0 l 18-4-8 I 22-0-0 I 27.0.0 I 31-3-0 I 33-9-0 4-10-0 4-8-0 6-9-0 2-1-8 3-7-8 5-0-0 4-3-0 2-6-0 Scale=1:60.7 6x6 II 13x6 11 4x5= 4x5 4.0012 6 28 297 8 9 r .4\ /:-:\ 4x6% n 5 i i i•i i 41 i 27 6x8 cS 3 ,A r" 4x5 r0 d 2 -- --INI •• Io 26 xiz 7x10= 15 14 1 (ft 7x10= it 3x5 it �r aN 4x10= N 19 18 17 4x6= 4x12= 4-10-0 I 9.6-0 I 144-0 1 16-34 I 22-0-0 I 31-3-0 31r§-8 33-9-0 4-10-0 4-8-0 4-9-0 2-0-0 5-9-0 9-3-0 0-2-8 2-3-8 Plate Offsets(X,Y)— L1:0-0-0,0-1-8],[5:0-1-8,0-2-0],[10:0-2-12,0-1-8],[16:0-3-8,Edge],[18:0-2-8,0-2-OL LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.40 16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.96 15-16 >419 180 BOLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(TL) 0.29 10 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 1-17:2x4 SP SS,4-17,21-22,11-13:2x4 SP No.3,15-16:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 16-18:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1348/0-5-8,10=1343/0-3-8 Max Horz 1=269(LC 12) Max Uplift 1=-326(LC 12),10=-380(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3105/849,2-3=-2895/829,3-4=-5053/1721,4-5=-5075/1780,5-6=-2232/816, 6-7=-2092/803,7-8=-653/258,8-9=-708/258,10-12=-1325/499,9-12=-1347/479 BOT CHORD 1-19=-1046/2880,18-19=-1046/2880,15-16=-1170/3012,14-15=-570/1456 WEBS 3-18=-1365/577,5-15=-1311/566,6-15=-104/470,7-15=-286/911,9-14=-431/1242, 16-18=-1124/3130,3-16=-773/2013,7-14=-1261/537,5-16=-779/2357 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=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 22-0-0,Exterior(2)22-0-0 to 33-7-4 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)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0pst on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 326 lb uplift at joint 1 and 380 lb uplift at joint 10. but A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 415.7473 rev.10/032015 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 buckling of Individual trusts web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Inlay and property damage. For general guidance regarding the fabrlcatkxt,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormalton available Born Truss Plate institute,218 N.Lee Street.Suite 312 Alexandnla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I I 12280TOA T31 Hip 1 1 I T11003916 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:44 2017 Page 1 I D:?KV LnJdmeFL?cdVBwJvVi lzmC W-Pkn2 W QuZ DzgN7UOVXhQBAg1DV9OFg?qp R2_PkrzM9g 1 1 4-10-0 9-6-0I 14-3-0 I 16-3-0 I 19.1-8 I 24-0-0 I 29-3-0 I 31-5-8 f 33-9-0 4-10-0 4-8-0 4-9-0 2-0-0 2-10-8 4-10-8 5-3-0 2-2-8 2-3-8 Scale=1:60.5 6x8. 7x10------ 4.00 4.00 12 6 2728 297 5x6% A 4x5 5 i� 4 6x8 3 aro •ice • 4x5 —��ir. .AP78 ,, Y O 2 11_ - I`° 26 1 . 7xtrma 15 14 13 1- d 1 6x6= 4x5= 4x5= 10 3x5 II o 1 =-- - - N N O o� 19 18 17 4x6= 4x12= 4-10-0 9-6-0 14-3-0 16-3-0 19-1-8 24-0-0 29-3-0 31-5-8 33-9-0 4-10-0 I 4-8-0 I 4-9-0 1 2-0-0 I 2-10-8 I 4-10-8 I 5-3-0 I 2-2-8 I 2-3-8 Plate Offsets(X,Y)- [1:0-0-0,0-1-8),[5:01-4,0-2-4],[6:0-4-0,0-2-81,[7:0-4-0,0_2-81,[9:0-2-12,0-1-81J16:0-3-8,Edge),[18:0-2-8,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.43 16 >936 240 MT20 244/190 TCDL 10.0 Lumber DOL 'L25 BC 0.77 Vert(TL) -0.99 15-16 >407 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.29 9 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:213 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2'Except except end verticals. 1-17:2x4 SP SS,4-17,21-22,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 16-18:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1348/0-5-8,9=1343/0-3-8 Max Horz 1=269(LC 12) Max Uplift 1=-326(LC 12),9=-380(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3100/847,2-3=-2892/811,3-4=-5045/1686,4-5=-5076/1753,5-6=-2992/1128, 6-7=-1645/681,7-8=-1041/404,9-11=-1315/502,8-11=-1298/506 BOT CHORD 1-19=-1030/2875,18-19=-1030/2875,15-16=-1067/2834,14-15=-631/1663, 13-14.339/931 WEBS 3-18=-1359/568,6-15=-645/1745,6-14=-705/357,7-14=-419/1081,7-13=-764/370, 8-13=-465/1268,16-18=-1106/3115,3-16=-756/2009,5-15=-1211/542,5-16=-843/2476 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 24-0-0,Exterior(2)24-0-0 to 33-7-4 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)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)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 326 lb uplift at joint 1 and 380 lb uplift at joint 9. ' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.111032015 BEFORE USE. 11111 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 desiti n 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 posstie personal Injury and property damage. For general guidance regarding the fobdcatlon,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/IW I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tempe.FL 33610 Job Truss Truss Type Oty Ply 111003917 12280TOA T32 Hip 1 1 I !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:45 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJWilzmCW-txLRjmvB_HyEleyh50xQj2QM?ZIrPRaygikzGlzM9g0 27-3-0 ! 4-10-0 I 9-6-0 20-5-4l 26-0-0 24-7,8 I 31.5-8 I 33-9-0 I 4-10-0 4-8-0 10-11-4 5-6-12 d-7- 4-2-8 2-3-8 0-7-88 4x10= Scale=1:65.6 4.00 I.2 6 4x5% 25 26 4x5 5 7 6x6 , 4x5 7 l✓ 3 4x5 C �i I 24 2 II I Ici Ja 13 17 16 15 4x5= 4x12= 3x811 4-10-0 9-6-0143-0 16-3-0 20-5-4 26-7-8 31-5-8 33-9-0 4-10-0 I 4-8-0 4-9-0 I 2-0-0 I 4-2-4 6-2-4 I 4-10-0 I 2-3-8 Plate Offsets(X,Y)— [1:0-0-0,0-1-8],[1:0-3-0,Edge],[5:0-1-8,0-2-0],[6:0-4-0,0-1-0],[14:0-3-8,Edge],[16:0-2-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.45 14 >897 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -1.04 13-14 >386 180 BCLL 0.0 * Rep Stress'nor YES WB 0.98 Horz(TL) 0.31 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. SOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-15:2x4 SP SS,4-15,19-20,9-11:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except' be installed during truss erection,in accordance with Stabilizer 5-14,14-16:2x4 SP No.2 Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1344/0-5-8,8=1344/0-3-8 Max Horz 1=268(LC 12) Max Uplift 1=-325(LC 12),8=-381(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3136/861,2-3=-29021787,3-4=-5070/1569,4-5=-5135/1653,5-6=-2652/941, 6-7=-1322/475,8-10=-1308/457,7-10=-1270/472 BOT CHORD 1-17=-1016/2924,16-17=-1016/2924,4-14=-305/189,13-14=-867/2511,12-13=-398/1201 WEBS 3-16=-1337/525,5-13=-1196/535,5-14=-928/2813,6-13=-655/1846,6-12=-558/301, 7-12=-447/1336,14-16=-1027/3080,3-14=-711/2063 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=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 26-7-8,Exterior(2)26-7-8 to 31-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 381 lb uplift at joint 8. � 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10V3/2015 BEFORE USE. ill 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 buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,D5B-89 and SCSI Building Component 6904 Parke East Bbd. Safety Information avc lable from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexax4la,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply I 111003918 12280TOA T32A Roof Special 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:47 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-pJTB8SxSVuCy_x63Cp_uoTViTMRKtL1 F70D3LAzM9g_ 4-10-0I 9-6-0 ____16-3-0 I 20-5-4 I 26-7-8 I 31-5-8 133-9-0 i 4-10-0 4-8-0 6-9-0 4-2-4 6-2-4 4-10-0 2-3-8 6x6= Scale=1:64.9 4.00 I12 6 25 26 4x5 4x5 5 7 6x6%7. :` 4 9e _ 4x5 3 4x5% 0. '77.. 2 •.I ... gg m� 24 �; rid 11jr}�{� '6 Zc10= 13 27 12 1 0 6x6= 4x5= 9 3x5 H I g Z C O N V� 17 16 15 4x5- 4x12= 3x8 II l 4-10-0 i 9-6-0 I 14-3-0 1163.0 i 20-5-4 I 26-7-8 I 31-5-8 i 33-9-0 4-10-0 4-8-0 4-9-0 2-0-0 4-2-4 6-2-4 4-10-0 2-3-8 Plate Offsets(X,Y)— [1:0-0-0,0-1-81,[1:0-3-0,Edge],[5:0-1-8,0-2-01,[6:0-3-0,0-2-81,[14:0-3-8,Edge],[16:0-2-12,0-2-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.45 14 >895 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -1.04 13-14 >386 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.98 Horz(TL) 0.31 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight 204 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*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-15:2x4 SP SS,4-15,19-20,9-11:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3`Except* be installed during truss erection,in accordance with Stabilizer 14-16,5-14:2x4 SP No.2 Installation guide. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1344/0-5-8,8=1344/0-3-8 Max Horz 1=268(LC 12) Max Uplift 1=-325(LC 12),8=-381(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3136/852,2-3=-2902/776,3-4=-5070/1533,4-5=-5135/1624,5-6=-2667/905, 6-7=-1296/445,8-10=-1309/438,7-10=-1272/453 BOT CHORD 1-17=-1014/2924,16-17=-1014/2924,4-14=-305/188,13-14=-825/2511,12-13=-372/1180 WEBS 3-16=-1337/511,5-13=-1235/527,6-12=-553/286,7-12=-411/1306,14-16=-1000/3080, 3-14=-684/2063,6-13=-637/1890,5-14=-926/2813 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 26-7-8,Exterior(2)26-7-8 to 30-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 381 lb uplift at joint 8. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MllekT)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 • biding 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/IW I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd Safely Information avddile from Truss Plate Institute,218 N.Lee Street.Stile 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply I T11003919; 12280TOA T33 Roof Special 1 1 Building Component Supply, Jacksonville,FL-32256, 8.110 s 'Job Reference(optional) Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:48 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-I W 1ZMox4GCKpc5hGmXV7Lg1twmnpcpfoMgydsdzM9fz 1 4-10-0I 9-6-0 I 14-3-0 I 20-5-4 I 26-7-8 I 33-9-0 4-10-0 4-8-0 4-9-0 6-2-4 6-2-4 7-1-8 65t6- Scale=1:61.3 4.0012 6 19 20 4x5 4x5 5 7 6x6 4 4x5 2 4x5 2 r 18 1 1 5x12= i021 9 3x5 II IF U @ tm $ 6x6= 4x5— o 14 13 12 4x6= 2x4 II 4x12= 2x4 I! 4-10-0I 9-6-0 I 14-3-0 i 20-5-4 I 26-7-8 I 33-9-0 4-10-0 4-8-0 4-9-0 6-2-4 6-2-4 7-1-8 Plate Offsets(X,Y)— [1:0-0-0,0-1-8],[5:0-1-12,0-2-0],[6:03-0,0-2-8],[8:0-2-12,0-1-8],[11:0-3-8,0-2-0],[13:0.3-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.33 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.78 10-11 >515 180 BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:200 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 1-12:2x4 SP SS,4-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-8-12 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 11-13:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1347/0-5-8,8=1344/0-3-8 Max Horz 1=269(LC 12) Max Uplift 1=-326(LC 12),8=-380(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3118/827,2-3=-2899/771,3-4=-3959/1178,4-5=-4008/1263,5-6=-2323/815, 6-7=-1181/429,7-8=-1280/505 BOT CHORD 1-14=-993/2893,13-14=-993/2893,4-11.315/192,10-11=-717/2177,9-10=-342/1071 WEBS 3-13=-950/383,6-9=-588/298,6-10=-558/1666,5-10=-1133/488,5-11=-664/2014, 11-13=-937/2901,7-9=-391/1257,3-11=-347/1033 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=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-8,Interior(1)3-4-8 to 26-7-8,Exterior(2)26-7-8 to 30-0-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 326 lb uplift at Joint 1 and 380 lb uplift at joint 8. hut 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi IekC9 connectors.this design is hosed only urxxn parameters shown.and Is for an individual lxtilding component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posslaie 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 Informa1on avdlable from Truss Plate Institute,218 N.Lee Sheet,Suite 312 Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T11003920 12280TOA T34 Monopitch 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:49 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-mibxZ8yi1 WSgEFGSKEOMtua7iA3zLOxYbKiAO3zM9ty 6-7-0 13-0-8 19-9-8 6-7-0 6-5-8 6 9 0 3x6= Scale=1:45.0 3x6= 5x6 4.00 NT 5 it 0.1 _ 4x5% 1 3x6 3 OT [2, sf a 2x4�� n 2 ` -..4\4 LT-1 14 13 o 1 0 N lea 8 7 6 3x8 II 4x5= 3x6= 4x5= 4x5= 9-9-12 19-9-8 9-9-12 9-11-12 I Plate Offsets(X,Y)-- [1:0-3-0,Edgel,11:0-0-0,0-1-121,15:0-2-12,0-3-01,[6:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.20 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.52 6-8 >454 180 BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(TL) -0.05 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-6 WEDGE 1 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 1=786/0-5-8,13=763/0-3-8 Max Horz 1=264(LC 12) Max Uplift 1=-159(LC 12),13=-247(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1593/355,2-4=-1228/217,6-9=-160/618,5-9=-160/618 BOT CHORD 1-8=-547/1469,6-8=-289/785 WEBS 2-8=-443/269,4-8=-69/635,4-6=-902/340 NOTES- 1)Wind:ASCE 7-10;Vul1=130mph(3-second gust)Vasal=101 mph;TCDL=5.0psf;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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-4-4 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. 4)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 1 and 247 lb uplift at joint 13. _ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.16v03/201 5 BEFORE USE. Design valid for use only with Mileke connectors.This design Is based only upon parameters shown.and Is for an individual holding component.not a truss system.Before use,the building designer must verify the appllcabAlty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndNkival truss web and/or chord members oily. Additional temporary and permanent bracing MiTek* Is always requked far 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-$9 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 IOty Ply T11003921 12280TOA T35 Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:49 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-mibxZ8yi1 WSgEFGSKEOMtua8dAANLMvYbKiA03zM9fy 6-1-14 12-2-4 19-9-8 6-1-14 6-0-6 7-7-4 3x6= Scale=1:45.1 3x6= 4.00� 4x6= 5 1 3x6%4x5 4 3 �, DO r e il axs; r 2 rino HE] 15 41 14 o 1 _ d m u� I +i IU C N o A $ 9 6 = 7 4x5=3x8 2x4 I I 3x64x5= 4x5= 6-1-14l 12-2-4 19-9-8 I 6-1-14 6-0-6 7-7-4 Plate Offsets(X,Y)-- [1:0-3-0,Edge],[1:0-0-0,0-1-12],[5:0-3-0,0-1-12] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.17 6-7 >530 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) -0.03 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:108 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 6-0-0 oc bracing. OTHERS 2x4 SP No.31 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer I Left:2x4 SP No.3 , Installation guide. i REACTIONS. (lb/size) 1=424/0-5-8,7=953/0-5-8,14=171/0-3-8 Max Horz 1=264(LC 12) Max Uplift 1=-64(LC 12),7=-251(LC 12),14=-91(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-635/91 BOT CHORD 1-9=-300/574,7-9=-300/574 WEBS 2-7=-718/277,4-7=-555/242 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 19-4-4 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 1,251 lb uplift at joint 7 and 91 lb uplift at joint 14. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 11111 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 building design. Placing 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/lPtl 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. Tanga,FL 33610 Job Truss Truss Type Qty Ply T11003922 12280TOA T36 Roof Special 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:50 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmC W-Eu9KmUzKopaXrPretxXbQ57L7aYP4oFhp_RjxVzM9fx 6-1-14I 12-2-4 I 17-8-2 I 23-5-8 23-1 -0 6-1-14 6-0-6 5-5-14 5-9-6 45 8 Scale=1:46.8 2x4 i 4.00 FIF 6 7 18 4x5 5 r 3x6%4x5 4 3 ,___.41111111111111111111111111111111111 II. 4x5 2 • 17 1 '-;-_ 11--1111.11Y Y ' Y Y I% ►_ 13 �li 11 10 9 1.1..-.412 8 3x8 I I 2x411 4x5= 3x6= 4x5= 4x5= 4x5= 6-1-14 12-2-4 17-8-2 23-5-8 21151-30 i 6-1-14 I 6-0-6 I 5-5-14 I 5-9-6 Plate Offsets(X,Y)-- [1:0-0-0,0-1-12),[1:0-3-0,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defI Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.05 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.14 9-10 >999 180 BCLL 0.0 * Rep Stress'nor YES WB 0.63 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight 133 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, Except: WEDGE 6-0-0 oc bracing:10-12. Left:2x4 SP No.3 WEBS 1 Row at midpt 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=345/0-5-8,12=1240/0-5-8,8=277/0-5-8 Max Horz 1=318(LC 12) Max Uplift 1=-39(LC 12),12=-318(LC 12),8=-127(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-434/31,2-4=-244/427 BOT CHORD 1-13=-296/386,12-13=-296/386,10-12=-352/15 WEBS 2-13=0/259,2-12=-790/299,4-12=-854/305,4-10=-124/584 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=241t;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 23-3-8 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 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 1,318 lb uplift at joint 12 and 127 lb uplift at joint 8. • 0 WARNING-WWI),design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. 11111 Design valid for use only with Mitek®connectors.this design is t,.x, 1,,i rly upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the;II 1 di, it dilly 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 Mel( Is always requited for stability and to prevent collapse with possible personal hl+y and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 QuaBly Criteria,DS8-69 and SCSI Building Componanf 6904 Parke East BNd. Solely Ipgmalion available from Teas Plate Institute.218 N.Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply 12280TOA T37 Hip Girder 1 1 711003923' Job Reference(optional) I Budding Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:51 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCVV-i5ii_q_yZ7ioTZOrRf2gyJfYkztapMcg2eBHTxzM9fw 2-0-0 I 4-11-8 I 6-3-8 I 7-7-8 I 8-11-8 I 10-3-8 I 13-3-0 I 15-3-0 I 2-0-0 2-11-8 1-4-0 1-4-0 1-4-0 1-4-0 2-11-8 2-0-0 5x6- Scale=1:29.0 TOP CHORD MUST BE BRACED BY END JACKS, 9 ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 31 II 32 11 7 NAILED 5 = 13 NAILED Special 5x6 30 6.00 12 6x611 a NAILED 5x6P 33 111114114440 6x6 I) 2 NAILEDSpecial 4a Ga ei I I 10 0 12a4 101 3 fl fl IIfl 9Y4 i fl11 11f 14 1 1 16 dr 10x12= �' 19 26 27 18 28 29 17 �V 4x5—_ NAILED NAILED NAILED NAILED 4x5— 3x8 I�jS 3x8 II Special Special 2-0-0l 7-7-8 I 13-3-0 I 15-3-0 2-0-0 5-7-8 5-7-8 2-0-0 Plate Offsets(X,Y)— [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-3-8,Edge],[3:0-0-12,Edge],[8:0-6-0,0-2-8],[14:0-0-4,Edge],[16:0-3-8,Edge],[16:0-0-1,0-0-3],[16:0-0-3,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in floc) Vdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.26 Vert(LL) 0.05 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.10 18-19 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(TL) 0.03 16 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins. 2-15:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):8 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=653/0-5-8,16=653/0-5-8 Max Horz 1=80(LC 7) Max Uplift 1=-259(LC 8),16=-259(LC 8) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1069/438,2-3=-960/417,3-4=-342/211,4-6=342/211,6-8=342/211, 8-10=3421211,10-12=-342/211,12-14=-342/211,14-15=-960/417,15-16=-1069/438, 3-5=-702/254,5-7=-676/290,7-9=-669/322,9-11=-669/322,11-13=-676/290, 13-14=-702/254 BOT CHORD 1-19=-362/934,18-19=-413/973,17-18=-413/973,16-17=362/923 WEBS 8-9=-201/452 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);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 259 lb uplift at joint 1 and 259 lb uplift at joint 16. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 110 lb up at 2-0-0,and 96 lb down and 110 lb up at 13-3-0 on top chord,and 28 lb down and 32 lb up at 2-2-2,and 28 lb down and 32 lb up at 13-0-2 on bottom chord. The desigNselection of such connection device(s)is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard IMMO 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.10031015 BEFORE USE. lilt Design valid for use only with MITek©connectors.this design Ls based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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 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/1PI1 Quality Criteria,DSB-89 and BC5I Building Component 6904 Parke East Blvd. Safety IMormalton available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Il Tampa.FL 33610 Job Truss Truss Type Qty Ply 1 T11003923 12280TOA T37 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:52 2017 Page 2 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-AHG4B9_aKRgE5i?1?MZ3VW CjUNDpYps_Hlwq?OzM9fv 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=-60,14-15=-60,15-16=-60,20-23=-20,3-9=-60,9-14=-60 Concentrated Loads(Ib) Vert:19=-23(F)17=-23(F)26=-10(F)27=-10(F)28=-10(F)29=-10(F) 1 _ � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with Mllek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the appiicabtity 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. 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 grid nce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Trus Plate Institute,218 N.Lee Street,Wile 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003924' 12280TOA T38 Common 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:52 2017 Page 1 I D:?KVLnJdmeFL?cdVBwJvVi lzmC VV-AHG4B9_aKRq E5i?1?MZ3V W Cdd N BAYpX_Hlwq?OzM9fv l 7-7-8 15-3-0 7-7-8 7-7-8 5x6= Scale=1:28.6 2 6.00,12 12 13 11 14 3 yi 1 11:1 — v I^ 4 4x6 I 2x4 I I 4x6 I I 7-7-8 15-3-0 7-7-8 7-7-8 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],11:0-0-3,0-5-0],[1:0-2-12,0-0-11],[3:0-0-1,0-0-3],[3:0-0-3,0-5-0],[3:0-2-12,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.10 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.21 4-7 >857 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,In accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=610/0-5-8,3=610/0-5-8 Max Horz 1=90(LC 11) Max Uplift 1=-160(LC 12),3=-i60(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-825/315,2-3=-825/315 BOT CHORD 1-4=-159/655,3-4=-159/655 WEBS 2-4-0/339 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.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interlor(1)3-0-0 to 7-7-8,Exterior(2)7-7-8 to 10-7-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 1 and 160 lb uplift at joint 3. A 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 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 budding 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 Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T11003925 12280TOA T39 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:53 2017 Page 1 ID?KVLnJdmeFL?cdV8wJvVilzmCVV-eTgSPV?C5ky5isaDZ4512kIm W nW W HFv7WygOXgzM9fu 8-0-0I 14.10-8 21-9-0 29-9-0 l 8-0-0 6-10-8 6-10-8 8-0-0 Scale=1:50.1 7x10 2x4 II 7x10= 2 18 3 19 4 6.00 12 17 20 • 16 21 I":NNS-*''I d. v 1 5 � r 1 o 9 8 7 6 '� 5x6 I I 2x4 I I 3x6 2x4 I I 5x6 I I 4x10= I 8-0-0 I 14-10-8 21-9-0 I 29-9-0 8-0-0 6-10-8 6-10-8 8-0-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-4-8,0-2-0],[4:0-4-8,0-2-0],[5:0-0-1,0-0-3],[5:0-0-3,0-5-0],[5:0-2-12,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.29 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(TL) 0.09 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:134 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=1190/0-5-8,5=1190/0-5-8 Max Horz 1=94(LC 11) Max Uplift 1=-312(LC 12),5=-312(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1973/700,2-3=-2126/838,3-4=-2126/838,4-5=-1973/700 BOT CHORD 1-9=-518/1668,8-9=-516/1673,6-8=-506/1673,5-6=-507/1668 WEBS 2-9=0/298,2-8=-188/656,3-8=-466/264,4-8=-188/656,4-6=0/298 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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 25-11-15,Interior(1)25-11-15 to 29-9-0 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 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 312 lb uplift at joint 1 and 312 lb uplift at joint 5. mil. 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 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 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 Mile k B always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avcflctle from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tanga,FL 33610 Job Truss Truss Type •Qty Ply T11003926 12280TOA T40 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:54 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi lzmCVV-6gOgcrOrs24yKO8Q6ncXaxHx_Bm6OgtHkcPx4GzM9ft 7-8-0 10-0-014-10-8 19-9-0 21-11-0 I 29-4-0 7-8-0 2-4-0 4-10-8 4-10-8 2-2-0 7-5-0 Scale=1:49.8 6x6 'l`. 4x5= 6x6 11 3 21 22 4 23 24 5 6.00112 2x4\\ n2x4// 2 20 25 26 ^ 19 da 4x5 7 1 ` 8 s 1-4-1 mr+ cv t _. 11 27 10 9 4x10= 3x8 MT20HS= 4x10= 4x10 II 4x6 II 10-0-0I 14-10-8 19-9-0 29-4-0 10-0-0 4-10-8 4-10-8 9-7-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[8:0-5-13,Edge] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.24 9-11 >999 240 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.50 9-11 >702 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress incr YES WB 0.33 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins. BOT CHORD 2x4 SP No.2 ROT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. SLIDER Right 2x6 SP No.2 1-6-0 --- REACTIONS. (lb/size) 8=1173/Mechanical,1=1173/0-5-8 Max Horz 1=116(LC 11) Max Uplift 8=-308(LC 12),1=-308(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1942/711,2-3=-1725/697,3-4=-1499/637,4-5=-1462/625,5-6=-1663/681, 6-8=-1844/684 BOT CHORD 1-11=-554/1652,9-11=-497/1632,8-9.507/1562 WEBS 2-11=-327/274,3-11=-230/625,4-11=-292/155,4-9=-340/170,5-9=-217/567 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=oft;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 10-0-0,Exterior(2)10-0-0 to 23-11-15,Interior(1)23-11-15 to 29-4-0 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 308 lb uplift at joint 8 and 308 lb uplift at joint 1. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03,2016 BEFORE USE. mit Design valid for use only with MITeke connectors.This designs based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall brldng design. Racing Indicated Is to prevent buckling of individual truss web aril/or chord members only. Additional temporary and permanent bracing Mite k' Is - Is always required for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcatlor storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdidrle from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply T11003927 12280TOA T41 Hip 1 1 i 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:55 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-asyDgB1 TdMCpyAjcgV7m79g6La8i19wQzF9UcjzM9fs I 6-5-0 i 12-0-0 17-9-0 l 23-4-0 i 29-4-0 6-5-0 5-7-0 5-9-0 5-7-0 6-0-0 Scale=1:49.9 7x10 7x10 3 21 22 23 24 4 1 ,A a 6.00 12 2x4 \\ 20 \/ 25 2x4 // 2 5 m 26 \ / 19 4x5 6 1 v 7 0/ 'a u z of u d Ia _. =� 11 27 28 10 9 29 30 8 4x5= 4x5=3x6= 4x5= 4x10 II 4x6 II 7-8-0 14-10-8 15,0-4 22-1-0 29-4-0 I 7-8-0 I 7-2-8 0.1-112 7-0-12 i 7-3-0 i Plate Offsets(X,Y)-- [1:0-2-12,0-0-111,[1:0-0-3,0-5-01,[1:0-0-1,0-0-3),17:0-5-13,Edge) LOADING(psi) SPACING- 2-0-0 CSI. ()EFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.15 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.37 8-10 >960 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:148 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 7=1173/Mechanical,1=1173/0-5-8 Max Horz 1=139(LC 11) Max Uplift 7=-308(LC 12),1=-308(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2004/704,2-3=-1883/756,3-4=-1369/604,4-5=-1786/724,5-7=-1891/674 BOT CHORD 1-11=-568/1776,10-11=-370/1367,8-10=-354/1312,7-8=-521/1615 WEBS 2-11=-314/254,3-11=-191/534,4-8=-153/423,5-8=-253/229 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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to 21-11-15,Interior(1)21-11-15 to 29-4-0 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. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 308 lb uplift at joint 7 and 308 lb uplift at joint 1. hut 0 WARNING-Verily 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.TMs 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/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Irrformafon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexa dna,VA 22314. Tampa,FL 33610 Job Truss Truss Type •Oty Ply T11003928; 12280TOA T42 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:56 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-32Wb1 X250fKgZKIoECe?fMNHs_VgUbJaCvu289zM9fr 15-9.0 I 7-8-0 14-0-0tp-10-P 1 22-1-0 I 29-4-0 7-8-0 6-4-0 0.10- 6-4-0 7-3-0 0-10-8 Scale=1:54.9 3x6= 3x5 II _ 3 4 53x6 , r. 1 ri 6.00 FT 21 22 4x5 i 4x5 2 6 nn 1; r 23 20 0 4x5 7 1 3 a lel $ • Io ._ 12 11 10 9 5x6 II 2x4 I I 3x6 2x4 II 4x10 II 4x10= I 7-8-0 I 14-10-8 i 22-1-0 i 29-4-0 7-8-0 7-2-8 7-2-8 7-3-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-7111:0-0-3,0-5-O],I1:0-0-1,0-0-31,[3:0-4-0,0-2-81[4:0-3-0,0-1-8),[5:0-3-0,0-2-01,[8:0-5-13,Edge] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.11 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.33 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11,6-11 WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3be installed during truss erection,in accordance with Stabilizer SLIDER Right 2x6 SP No.2 1-6-0 I Installation guide. REACTIONS. (lb/size) 8=1173/Mechanical,1=1173/0-5-8 Max Horz 1=163(LC 11) Max Uplift 8=-308(LC 12),1=-308(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1975/650,2-3=-1393/559,5-6=-1389/558,6-8=-1875/629,3-4=-1162/547, 4-5=-1162/547 BOT CHORD 1-12=-499/1681,11-12=-499/1681,9-11=-462/1595,8-9=-462/1595 WEBS 2-12=0/281,2-11=-634/294,4-11=-188/709,6-11=-545/264 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-0-0,Exterior(2)14-0-0 to 15-9-0,Interior(1)19-11-15 to 29-4-0 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. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 308 lb uplift at Joint 8 and 308 lb uplift at joint 1. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. l- Design valid for use only with Malek®connectors.This design Is based oNy 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 oNy. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of teases and truss systems,seeANSi/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003929 12280TOA T43 Hip Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:57 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmC W-XF4zEI2j9zSXBUt_ow9ECavOmOpyDxejQZebhbzM9fq I 6-0-0 I 10-5-4 14-10-8 I 19-3-12 I 23-9-0 I 29-9-0 I 6-0-0 4-5-4 45-4 4-5-4 4-5-4 6-0-0 Scale=1:50.3 NAILED NAILED NAILED NAILED NAILED NAILED 7x10% NAILED 4x5= 2x4 II 3x6=4x5= 7x10 c NAILED NAILED NAILED 6.00 I12 2 21 322 2324 25 4 26 27 5 628 29 7 •r I I I a nn in 43, n n a n n nn in., rf1 8 ` ' r� 1 n nn e po n nn nn 11 n �a d 30 31 14 32 13 33 34 35 12 11 36 10 37 38 9 39 40 =• 6x6= NAILED NAILED 2x4 I NAILED 4x5 NAILED NAILED 3x12 M18SHS= 4x5= NAILED 2x4 H NAILED NAILED 6x6=- NAILED NAILED NAILED NAILED 4x10= NAILED NAILED NAILED 6-0-0I 10-5.4 14-10-8 I 19-3-12 I 23-9-0 I 29-9-0 I 6-0-0 4-54 45-4 45-4 45-4 6-0-0 Plate Offsets()(,Y)-- [1:Edge,0-2-13],[1:0-5-0,0-0-3],[1:0-0-3,0-0-1],[2:0-4-8,0-2-0],[7:0-4-8,0-2-0],[8:0-0-3,0-0-1],[8:0-5-0,0-0-3],[8:Edge,0-2-13] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.30 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.71 10-12 >503 180 M18SHS 244/190 BCLL 0.0 * Rep Stress Incl NO WB 0.71 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied. 2-5,5-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. BOT CHORD 2x4 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Lett:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=2365/0-5-8,8=2368/0-5-8 Max Horz 1=-71(LC 6) Max Uplift 1=-745(LC 8),8=-746(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4030/1229,2-3=-4976/1541,3-4=-5455/1681,4-6=5455/1681,6-7=-4985/1543, 7-8=-4036/1231 BOT CHORD 1-14=-1017/3521,13-14=-1017/3535,12-13=-1417/4976,10-12=-1419/4985, 9-10=-1019/3540,8-9=-1018/3526 WEBS 2-14=-0/379,2-13=-525/1867,3-13=-904/417,3-12=-186/624,4-12=-474/291, 6-12=-183/612,6-10=-902/419,7-10=-525/1873,7-9=-1/377 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCp1=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 745 lb uplift at joint 1 and 746 lb uplift at joint 8. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-7=60,7-8=-60,15-18=-20 Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitekfl 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 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/WW 1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avaAabte from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 711003929 1228010A T43 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:57 2017 Page 2 ID:?KVLnJdmeFL?cdV8wJvVilzmC W-XF4zEt2j9zSXBUt_ow9ECavomOpyDxejQZebhbzM9fq LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-97(B)5=-97(B)7=-97(B)11=-60(B)14=-60(B)9=-60(B)21=-97(B)22=-97(B)23=-97(B)25=-97(B)26=-97(B)28=-97(B)29=-97(B)30=-230(B)31=-159(B) 32=-60(B)33=-60(B)34=-60(B)35=-60(B)36=-60(B)37=-60(B)38=-60(B)39=-159(B)40=-230(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1I11-7473 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 l ndMdual 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/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Ins-Mute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11003930 12280TOA T44 Hip 11 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:58 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-?ReLSD3LwHbOpdSBLdgTInScpoDnyXHsfDN9D1 zM9fp 8-0-0 10-10-8 12-2-8 13-6-814-10-816-2-8 17-6-818-10-g 21-9-0 29-9-0 8-0-0 2-10-8 1 1-4-0 1 1-4-0 i 1-4-0 1 1-4-0 1 1-4-0 1-4-0 I 2-10-8 8-0-0 Scale=1:54.5 5x6= TOP CHORD MUST BE BRACED BY END JACKS, 11 ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 9 idll� 7 15 7x10= 5x6! 17 5x6 5 2 6 L 8 10 12 14 7x10 c 6.0012 0 4'9 9 9 9 "9' 169 * 19 co �N4N41112-• I = 43132 e 1 20 I" rr 'F} i o l9 '�, n c .. o 24 23 22 21 5x6 II 3x6 5x6 II 4x10= 8-0-0 14-10.8 _ 21-9-0 29-9-0 8-0-0 6-10-8 6-10-8 I 8-0-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-3-0,Edge],[3:0-0-12,Edge],[18:0-0-4,Edge],[19:0-3-0,Edge],[20:0-2-12,0-0-11],[20:0-0-1,0-0-3], [20:0-0-3,0-5-0] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.10 21-30 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.24 21-30 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(TL) 0.08 20 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. 2-19:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):10,6,14 WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=1190/0-5-8,20=1190/0-5-8 Max Horz 1=165(LC 11) Max Uplift 1=-357(LC 12),20=-357(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1975/737,2-3=-1785/793,3-4=-1263/631,4-6=-1263/631,6-8=-1263/631, 8-10=-1263/631,10-12=-1263/631,12-14=-1263/631,14-16=-1263/631,16-18=-1263/631, 18-19=-1785/793,19-20=-1975/737,3-5=-584/205,5-7=-563/243,7-9=-555/271, 9-11=-555/307,11-13=-555/307,13-15=-555/271,15-17=-563/243,17-18=-584/205 BOT CHORD 1-24=-531/1671,23-24=-529/1676,21-23=-528/1676,20-21=-530/1671 WEBS 2-24=0/294,19-21=0/294,10-11=-171/355 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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-10-8,Exterior(2)8-0-0 to 18-10-8,Interior(1)18-10-8 to 20-9-3 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)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)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 357 lb uplift at joint 1 and 357 lb uplift at joint 20. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111-7473 rev.1003/2015 BEFORE USE. mi. Design valid for use only with Weir®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the balding designer must verify the 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 inlay and property damage. For general gackrrce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems see.ANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inforrnallon available tram Truss Plate Institute.218 N.Lee Street.Satte 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type 'Qty Ply 111003931 12280TOA 745 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:24:59 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCVV-TdBjfZ4zhajFQn1 NvKBiH??nHCXrhyvOut7ilUzM9fo I 7-8-0 I 14-10-8 I 22-1-0 I 29-4-0 i 7-8-0 7-2-8 7-2-8 7-3-0 5x6= Scale=1:53.0 6.00 FIT 4 3x6: x6 i 21 22 5 3 L> 4x5 qx$ 2 411111111111116440444004400014001014040044400,14....4x5 1 20 .. 23 4x5 7 1 1 8 N a • is Id _. 12 11 10 9 5x6 II 2x4 i I 3x6 2x4 I I 4x10 I 4x10= I 7-8-0 I 14-10-8 I 22-1-0 I 294-0 7-8-0 7-2-8 7-2-8 7-3-0 Plate Offsets(X,Y)— [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-0-7],[8:0-5-13,Edge] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.11 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.33 9-11 >999 180 BCLL 0.0 * Rep Stress[nor YES WB 0.28 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:143 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11,6-11 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Right 2x6 SP No.2 1-6-0 Installation guide. REACTIONS. (lb/size) 1=1173/0-5-8,8=1173/Mechanical Max Horz 1=173(LC 11) Max Uplift 1=-308(LC 12),8=-308(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1981/618,2-4=-1386/518,4-6=-1382/517,6-8=-1882/598 BOT CHORD 1-12=-445/1690,11-12=-445/1690,9-11=-421/1604,8-9=-421/1604 WEBS 2-12=0/279,2-11=-656/287,4-11=-197/737,6-11=-569/259 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.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)3-0-0 to 14-10-8,Exterior(2)14-10-8 to 17-10-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 308 lb uplift at joint 1 and 308 lb uplift at Joint 8. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.10/03/2015 BEFORE USE. lilt Design valid for use oily with MiTek®connectors.1Ns design is based only upon parameters shown,and Is for an kndlvidual 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 kilury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSJ/JPII Qualify Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute,218 N.Lee StreetSuite 312,Nexandrla.VA 22314. Tampa,FL 33610 Job Truss I Truss Type I Qty Ply T11003932 12280TOA T46 Half Hip Girder 4 1 , , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:00 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCVV-xpl6tu5bRur62xcZT2jxgCX0kb_BQSX97XsFHwzM9fn 2-0-0 6-0-0 2-0-0 4-0-0 Scale:V=1' 3x6= NAILED 4x5 2 B 3 6.00 FT — — t I I ti 1 9 10 ♦ 4 NAILED 3x511 3x4 11 2-0-0 6-0-0 2-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-7],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-3-0,0-2-0],[3:Edge,0-3-8] LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 1Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 ' I Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=250/Mechanical,1=251/0-5-8 Max Horz 1=42(LC 25) Max Uplift 4=-117(LC 5),1=-81(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-251/115 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.Opst 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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 4 and 81 lb uplift at joint 1. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 103 lb up at 2-0-0 on top chord,and 28 lb down and 32 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:9=-23(B)10=-10(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10,03/2015 BEFORE USE. re. 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 appllca Alty 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.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 see/ANSI/MI Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlcbte from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type (ay Ply I 1 I T11003933 12280TOA 147 Half Hip 4 1 ' Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:01 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-POJU4E5ECCzzg5Bm 1 I EAM04EC?Db9ukJLBcpgMzM9fm I 4-0-0 6-0-0 4-0-0 I 2-0-0 Scale=1:17.9 4x5= ri 2 ■ 3 9 6.00 12 �� i r I. . •... 5 4 1114 2x4 II 3x5 II I 4-0-0 6-0-0 4-0-0 l 2-0-0 Plate Offsets(X,Y)— [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.16 5-8 >441 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 5-8 >282 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.07 Horz(TL) 0.14 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-5-8 Max Horz 1=83(LC 12) Max Uplift 3=-42(LC 8),4=-50(LC 12),1=-44(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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 3,50 lb uplift at joint 4 and 44 lb uplift at joint 1. mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITelr®connectors.this designs 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/IPI I Quality Criteria,DSB-69 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 TI1003934 12280TOA T48 Common Girder 1 2 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:02 2017 Page 1 ID:?KVLnJdmeFL?cdVBwJvVilzmCW-tCtsla6szV5gl FmyaTlPvddO2PXW u8XSarLMMpzM9f1 3-10-0 7-7-0 11-4-0 15-0-8 3-10-0 3-9-0 3-9-0 3-8-8 5x6= Scale=1:28.9 3 6.00 12 4x5 4 4x5 2 4 1 r 5 15 8 16 7 17 6 18 THD26 3x6 I I THD26 7x10= THD26 3x6 II THD26 6k6— THD26 THD26 THD26 6x6— 3-10-0 7-7-0 11-4-0 15-0-8 3-10-0 3-9-0 3-9-0 3-8-8 Plate Offsets(X,Y)— [1:0-0-0,0-2-1],[5:0-0-0,0-2-9],[6:0-4-0,0-1-8],[7:0-5-0,0-4-8],[8:0-4-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.09 6-7 >999 240 M1120 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.21 6-7 >875 180 BCLL 0.0 * Rep Stress Ina NO WB 0.93 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc puffins. BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 1=4643/0-5-8,5=4634/0-4-0 Max Horz 1=88(LC 24) Max Uplift 1=-1272(LC 8),5=-1270(LC 8) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7779/2145,2-3=-5827/1645,3-4=-5824/1644,4-5=-7568/2085 BOT CHORD 1-8=-1866/6890,7-8=-1866/6890,6-7=-1810/6685,5-6=-1810/6685 WEBS 2-8=-433/1715,2-7=-1976/591,3-7=-1334/4876,4-7=-1744/526,4-6=-402/1553 NOTES- 1)2-ply truss to be connected together with 10d(0.131N3')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 roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;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 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1272 lb uplift at joint 1 and 1270 lb uplift at joint 5. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-9-12 from the lett end to 13-1-4 to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-60,3-5=-60,9-12=-20 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10V32015 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 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 colicpse with possible personal hjury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Teas Plate instflute,218 N.Lee Street Suite 312 Alexandria.VA 22314. Tampa,FL 33610 • Job I Truss Truss Type Oty Ply T11003934 12280TOA T48 Common Girder t 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 S Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:02 2017 Page 2 I D:?KV LnJdmeFL?cdV8wJvVi lzmCVV-tCtsla6szV5gl FmyaTIPvddO2PXW u8XSarLMMpzM9fl LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=-1153(F)7=-1153(F)6=-1153(F)15=-1153(F)16=-1153(F)17=-1153(F)18=-1153(F) 1 � 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI!-7473 rev.10032015 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 indMduat truss web and/or chord members only. Additional temporary and permanent txacing Milek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Buss systems,seeANSI/1P11 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 •Oty Ply 711003935, 12280TOA T49 Hip Girder 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:03 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmC W-LOREVw7UkpDhvPK88AGeSr9V 1 ptSdnycpV5wuFzM9fk 6-0-0 9-2-0 15-2-0 6-0-0 I 3-2-0 6-0-0 Scale=1:27.4 NAILED NAILED 6x6 ll 6 NAILED x6 /- 2 13 3 6.00 12 0 nn a4 y c4 4 1 i a nn nn rid nn 01n nn nn I 14 15 6 16 5 17 i6 3x8 I NAILED NAILED 2x4 I! NAILED 2x4 II NAILED NAILED NAILED NAILED 3x8 II 6-0-0 9-2-0 15-2-0 6-0-0 I 3-2-0 I 6-0-0 Plate Offsets(X,Y)— [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-3-4,0-1-11],[4:0-0-1,0-0-3],[4:0-0-3,0-5-0],[4:0-3-4,0-1-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.15 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.29 6-9 >629 180 BCLL 0.0 * Rep Stress Incr NO WB 0.15 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=1233/0-5-8,4=1231/0-5-8 Max Horz 1=71(LC 7) Max Uplift 1=-421(LC 8),4=-420(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1743/579,2-3=-1525/566,3-4=-1742/579 BOT CHORD 1-6=-441/1510,5-6=-442/1525,4-5=-441/1510 WEBS 2-6=-10/387,3-5=-15/389 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.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 421 lb uplift at joint 1 and 420 lb uplift at joint 4. 7)"NAILED"indicates 3-10d(0.148'x3')or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,7-10=-20 Concentrated Loads(ib) Vert:2=-97(B)3=-97(B)6=-60(B)5=-60(B)13=-97(B)14=-230(B)15=-159(B)16=-60(B)17=-159(B)18=-230(B) .-- A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 bulking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M[Te 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. 1 Tampa,FL 33610 • Job Truss Truss Type Qty Ply T11003936. 12280TOA T50 Common 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:03 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmC W-LOREVw7UkpDhvPK88AGeSr9V?pxrdnGcpV5wuFzM9fk 7-7-0 15-2-0 7-7-0 7-7-0 5x6= Scale=1:28.5 2 6.00�12 12 13 • 11 14 3 a Ia 4 3x8 H I 2x4 I I 3x8 II 7-7-0 15-2-0 7-7-0 I 7-7-0 Plate Offsets(X,Y)— [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-3-8,Edge],[3:0-0-1,0-0.3],[3:0-0-3,0-5-0],[3:0-3-8,Edge] 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 0.69 Vert(LL) -0.10 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.21 4-10 >871 180 BCLL 0.0 * Rep Stress Ina YES WB 0.13 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 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 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=607/0-5-8,3=607/0-5-8 Max Horz 1=-89(LC 10) Max Uplift 1=-159(LC 12),3=-159(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-820/315,2-3=-820/315 BOT CHORD 1-4=-159/651,3-4=-159/651 WEBS 2-4=0/337 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=5.0psf;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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-7-0,Exterior(2)7-7-0 to 10-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 1 and 159 lb uplift at joint 3. 0 WARNING-Verity 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 MITekiS connectors.this design is based only atx>n parameters shown,and is for anIndividual[wilding component,not mit 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 sidAlly and to prevent collapse with possi ie personal injury and properly damage. For general grdcknce regadig the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl l Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sanity Information available from Truss Fate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty Ply T11003937 12280TOA 151 Half Hip Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:04 2017 Page 1 ID:?KVLnJdmeFL?cdV8WJvVilzmCW-qb?cjG86V7LYXYVLiunt_2ihoDLnME_I19gTQhzM9ljj 1 2-0-01 7-5-8 I 2-0-0 5-5-8 Scale=1:14.1 3x4= 4x5= NAILED NAILED 13.00 12 2 9 10 3 1 * 511 12 3x4= NAILED NAILED 4 3x5 11 2x4 11 03-0 2-0-0 7-5-8 10-3-01 1-9-0 I 5-5-8 Plate Offsets(X,Y)— [1:0-2-8,0-0-7],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:0-1-12,0-1-8],[5:0-1-12,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.05 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:34 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be Installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=312/0-5-8,1=310/0-3-8 Max Horz 1=42(LC 8) Max Uplift 4=-240(LC 5),1=-197(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-460/327,2-3=-383/293,3-4=-257/190 BOT CHORD 1-5=-290/381 WEBS 3-5=-303/396 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=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch lett and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 240 lb uplift at joint 4 and 197 lb uplift at joint 1. 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)50 lb down and 108 lb up at 2-0-0 on top chord,and 22 lb down and 11 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:5=-16(F)11=-10(F)12=-10(F) 1, a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. III 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 appricablity of design parameters and properly Incorporate this design Into the overall ;� briding design. Bracing indicated 6MiTek bracing to prevent buckling of Individual'inns web and/or chord members only. Additional temporary and permanent a always required for stability and to prevent collapse with possible personal key 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 Bulking Component 6904 Parke East Blvd. Safety Information en/enable from Truss Plate Institute,218 N.Lee Street Suite 312 Alexandria..VA 22314. Tamps,FL 33610 Job Truss Truss Type Qty Ply T11003938 12280TOA T52 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:05 2017 Page 1 I D:?KV LnJ dmeF L?cdV8wJvVilzmCVV-I nZ?wc8kGOTO9i UXGb16XGFtScc55iGuGpa0z8zM9fi 4-0-0 7-5-8 4-0-0 3-5-8 Scale=1:17.8 4x5= 2x4 I I 2 9 3 6.00 7 �. ■ 8 MEI 4 5x6= 3x4= p�q 4-0-0 I 7-5-8bad 3-9-0 3-5.8 Plate Offsets(X,Y)-- [1:0-0 3,0-0 1),[1:0-5-0,0-0-3),[1:Edge,0-2-1] LOADING(psf) SPACING- 2-0-0 CSI- DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.25 4-7 >346 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.23 4-7 >375 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:33 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=293/0-5-8,1=293/0-3-8 Max Horz 1=83(LC 12) Max Uplift 4=-210(LC 9),1=-166(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 1-4=-266/186 WEBS 2-4=-227/324 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 7-3-12 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 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 210 lb uplift at joint 4 and 166 lb uplift at joint 1. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 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 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. 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 T11003939 12280TOA T53 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:05 2017 Page 1 I D.?KVLnJdmeFL?cdV8wJvVilzmCW-InZ?wc8kGQTO9i UXGbl6XGFrFcc35iauGpa0z8zM9fi 6-0-0 7-5-8 6-0-0 1-5-8 4x5= Scale=1:23.3 2x4 I 2 3 w 6.00 12 3x4=4 5x6= r3--g 6-0-0 7-5-8 63 0 5 9 0 1-5-8 Plate Offsets(X,Y)-- [1:0-0-3,0-0-1],[1:0-5-0,0-0-3],[1:Edge,0-2-5] 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) 0.35 4-7 >253 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.29 4-7 >301 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) -0.04 1 n/a rVa BCDL 10.0 Code FBC20141TP12007 Matrix-MP Weight:34 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=293/0-5-8,1=293/0-3-8 Max Horz 1=124(LC 12) Max Uplift 4=-211(LC 12),1=-150(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-182/257 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.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 7-3-12 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 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 lb uplift at joint 4 and 150 lb uplift at joint 1. 1 � a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.this design is based only upon parameters shown.and is for in 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. Brachg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mffek' is always required for stability and to prevent collapse with possble persdxxl Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI1IPI I Qualify CAteria.DSB-89 and SCSI Busing Component 6904 Parke East Blvd. Safely Informafon avdallle from Truces Plate Institute.218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003940' 12280TOA T54 Monopitch 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:06 2017 Page 1 ID:?KVLnJdmeFL?cdV8wJvVilzmCW-mz6N7y9M 1 kbFms3jplpL3Tn2Q0y8g9E2VTJaVazM9fh 5-0-5 7-5-8 5-0-5 { 2-5-3 Scale=1:27.0 2x4 11 3 6.0012 2x4\\ 2 9 • •8 ►tet ��� 4 gq5--x6pp= 3x4 dab 758 7-2-8 Plate Offsets(X,Y)— [1:0-0-3,0-0-1],[1:0-5-0,0-0-3],[1:Edge,0-2-1] LOADING(psf) SPACING- 2-0-0 CSI- DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.26 4-7 >334 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -024 4-7 >368 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.11 Horz(TL) -0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 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 8-7-14 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=293/0-3-8,4=293/0-5-8 Max Horz 1=150(LC 12) Max Uplift 1=-137(LC 12),4=-224(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 1-4=-251/187 WEBS 2-4=-286/384 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. Il;Exp C;Encl.,GC0=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-3-12 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 lb uplift at joint 1 and 224 lb uplift at joint 4. 1 / 0 WARNING-Vivify desIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MITektf connectors.INs 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 applicablity 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 perrnanent bracing MiTek* Is always required for stabilty and to prevent collapse with possble personal miry and property damage. For general guidance,regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPt1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003941 12280TOA VO1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:07 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-EAgILIA_o2j600evNOLachKHeOOgZdGBk73710zM9fg 5-3-8 5-3-8 Scale=1:10.0 2x4 I 2 3.00 12 4 VIM 3 3x4% 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-8 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=156/5-2-8,3=156/5-2-8 Max Horz 1=45(LC 8) Max Uplift 1=-43(LC 8),3=-54(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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-3-0 to 4-3-0,Interior(1)4-3-0 to 5-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 1 and 54 lb uplift at joint 3. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032016 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 applicablity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indivkival truss web and/or chord members only. Additional temporary end permanent bracing Mile k Is always requied lot stability and to prevent collapse wtih possible personal ttltry and property damage. For general pluldence reg rdirg the fabrication,storage,delivery.erection and tracing of Busses and truss systems,seeANSI/TPli Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avallabte from Truss Plate Institute,218N.Lee Sheet,Sane 312 Nexardfa.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003942 12280TOA V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:07 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-EAgILIA_o2j600evNOLachKHJONIZdOBk73710zM9fg l 5-3-8 10-7-0 5-3-8 5-3-8 Scale=1:18.3 4x5 II 2 6.00 FIT I I 7 6 a ri 8 5 3 .o 0 4 2x4 2x4 I I 2x4 10-6-8 1017-0 10-6-8 0-0-8 LOADING(psf) SPACING- 2-0-0 CSI DEFL. in (hoc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=170/10-6-0,3=170/10-6-0,4=406/10-6-0 Max Horz 1=-55(LC 10) Max Uplift 1=-57(LC 12),3=-57(LC 12),4=-82(LC 12) Max Gray 1=172(LC 21),3=172(LC 22),4=406(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-269/190 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 5-3-8,Exterior(2)5-3-8 to 8-3-8 zone;C-C for members and forces&MWFRS 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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 1,57 lb uplift at joint 3 and 82 lb uplift at joint 4. / 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev_10/03/2015 BEFORE USE. 1111 Design valid for use only with MITek®connectors.fits design is based only upon parameters shown,and Is tor 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 posafble personal S$iy and property damage. For general guidance regarding the tatxlcatko,storage,delivery,erection and bracing of trusses and truss systems seeANSlfPl1 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 T110039431 12280TOA V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:08 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVi IzmCVV-iME7YeBdZLrzOAD6xjsp9usUNgInI4uLynogZSzM9ff 3-3-8 6-7-0 3-3-8 3-3-8 Scale=1:12.8 4x5 II i 2 6.00 Fr 3 1 O \ q fo 4 2x4 i 2x4 H 2x4 0-p-8 6-7-0 0-d-a 6-6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=108/6-6-0,3=108/6-6-0,4=210/6-6-0 Max Horz 1=-31(LC 10) Max Uplift 1=-41(LC 12),3=41(LC 12),4=-31(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;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 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 41 lb uplift at joint 1,41 lb uplift at joint 3 and 31 lb uplift at joint 4. � l Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10473/2015 BEFORE USE. 1111 Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an IndMdual budding 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 building design. &acing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Wok" Is always required for stability and to prevent collapse with possible F,erson l 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-59 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 4 1 Job Truss Truss Type Oty Ply 711003944, 12280TOA VO4 Valley 1 1 Job Reference(optional) it Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:08 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-iME7YeBdZLrzOAD6xjsp9usW Egma14W LynogZSzM9ff 1-3-8 2-7-0 1 1-3-8 1-3-8 600112 Scale=1:5.9 2 3 4x6= 1 a io ��i�•i i•�•i i�•�•i i�'i i:O:•::•:.•.•�•�•�•�•�•�O•i:::i:::�•Oi i i i•O•i•:Oi Pi O�i•Pi:O�•:••:•••::• ... ..............��i i��i�O i�i0�4 i�•�:•:.:•�•�•�•�•i:•:•�'i:'�•�•i.Oi'�O•i�•�•i i:��•i:•iii:'i:•�•�i•�O�•�•�•�•�•�:�•O�•�••i:'i:•• Oi°i8 2-7-0 0-0-8 2-6-8 _ Plate Offsets(X,Y)-- [1:0-3-10,0-0-0],[1:0-3-0,0-2-1],[2:0-0-0,0-1-15],[3:0-3-10,0-0-0] 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 0.02 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - rVa 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=53/2-6-0,3=53/2-6-0 Max Horz 1=8(LC 11) Max Uplift 1=-14(LC 12),3=-14(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=oft;Cat. II;Exp C;End.,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 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 14 lb uplift at joint 1 and 14 lb uplift at joint 3. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. --. Design valid for use only with Miler®conrsoctors.this design Is based only upon parameters shown,and Is for an Individual braiding 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 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 stciJlfly 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 miss systems,seeANSI/1Pl I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety INomlalon avaNable from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11003945I 12280TOA V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:09 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-AYoVmzCFKfzgdKoIVRN2h6PYgE0w1 XIU BRYE6vzM9fe 6-4-8 6-4-8 Scale=1:19.9 2x4 H 2 IN 6.00 FIT 5 .0.4,41101111.1j 3 2x4 2x4 I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) rVa - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:23 lb FT=20% LUMBER- BRACING- TOP RACINGTOP 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. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=224/6-4-0,3=224/6-4-0 Max Horz 1=115(LC 12) Max Uplift 1=-30(LC 12),3=-88(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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 6-2-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 1 and 88 lb uplift at joint 3. a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MITeku 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 verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of i ndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent cdlapse with possible personal hay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Qualify Criteria,DSB-89 and BCS1 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 Job Truss Truss Type Qty Ply I TI1003946 12280TOA V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:10 2017 Page 1 ID:?KV LnJdmeFL?cdV8wivVilzmCW-elMtzJCt5z5hFTNU28uHEJyozdO_m_?dO5HneLzM9fd 4-4-8 4-4-8 Scale=1:13.7 2 2X4 II 6.0002 3 2x4 2x4 H LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-8 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=144/4-4-0,3=144/4-4-0 Max Horz 1=74(LC 12) Max Uplift 1=-19(LC 12),3=-56(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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-2-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 56 lb uplift at joint 3. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mlleleb connect tors.this designs base,I only upon parameters shown,and Is tot an individual building component,not a truss system.Before use,the building designer must verity the app licublity of design parameters and properly incorporate this design into the overall building design. Bracing indicated B to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI k• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general gukiance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSII-119 and SCSI Building Component 6904 Parke East Blvd. Satey Information available Corn Truss Plate nstltute,218 N.Lee Street,Suite 312,AlexandrW,VA 22314. Tanga,FL 33610 • Job Truss Truss Type I Oty Ply T11003947 12280TOA V07 Valley 1 1II Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.110 s Apr 13 2017 MiTek Industries,Inc. Fri Apr 28 14:25:10 2017 Page 1 I D:?KVLnJdmeFL?cdV8wJvVilzmCW-elMtzJCt5z5hFTNU28uHEJysHdSym_?dO5HneLZM9fd 2-4-8 2-4-8 Scale=1:8.7 2 2x4 II 6.00 FIY 3 2x4 i 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-8 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=64/2-4-0,3=64/2-4-0 Max Horz 1=33(LC 12) Max Uplift 1=-8(LC 12),3=-25(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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;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)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 1 and 25 lb uplift at joint 3. Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0352015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and is lot 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 bu lding 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 stabltty and to prevent collapse wtih passble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPli Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaRable from Truss 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 3 " Center plate on joint unless x y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 /4 I (Drawings not to scale) Damage or Personal Injury are indicated. 9 1 Y MEDimensions are in ft-in-sixteenths. irAk. 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 0-1/le2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves •L41 may require bracing,or alternative Tor bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. o 4. Provide copies of this truss design to the building C7-8 CO/ cs:' designer,erection supervisor,property owner and For 4 x 2 orientation,mion,sideBOTTOM CHORDS — an other interested parties. plates 0-'a6"from outside edge of truss. 8 7 6 5 5. Cut members to beor 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. connectorlates. THE LEFT. p 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 the plate 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 ore 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 ". 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. I 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. *MEMO reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. pi Min size shown is for crushing only. ��A 18.Use of green or treated lumber may pose unacceptable pima environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI l: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MI nor sufficient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with Guide to Good Practice fr Handling. MI e k ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015