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Home My WebLink AboutTruss Drawings ® Lumber design 1-:dues are in accordance with ANSI/I PI 1 section 6.3 These truss designs rely on lumber values established by others. RECEP-. 1 MAY 25 2017 MiTek' �i o1i - oar,c RE: 170586A - Petersen Residence MiTek USA, Inc. Site Information 6904 Parke East Blvd. Tam'pa,FL 33610-4115 t �Customer Info: Cooper En Project Name: Petersen Model: = Subdivision: �tLBlock: Subd o '',address: 4915 Seagrape 'amity: Fort Pierce State: FL iVdi,odAddress and License#of Structural Engineer of Record, If there is one,for the lengC N, arne: Thomas E Audit License#: 31419, iflt� �1 ® �Y Address: PO Box 562 City: Alachua 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: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 37 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date No. Seal# Truss Name I Date 1 1 T11212671 1 C1 5/24/17 118 IT11212688IT07 5/24/17 1 12 1 T11212672 1 C3 1 5/24/17 119 I T11212689 1 T08 1 5/24/17 1 13 1 T11212673 1 C5 1 5/24/17 120 I T11212690 1 T09 1 5/24/17 I 14 1 T11212674 1 C7 1 5/24/17 121 I T11212691 I T10 1 5/24/17 I 15 I T11212675 I J7 1 5/24/17 122 I T11212692 I T11 1 5/24/17 1 16 I T11212676 I J9 1 5/24/17 123 I T11212693 I T12 1 5/24/17 17 1 T1 12126771 K7 5/24/17 124 I T11212694 I T13 1 5/24/17 1 18 1 T11212678 1 K9 1 5/24/17 125 I T11212695 I T14 1 5/24/17 1 19 I T11212679 1 TO01 1 5/24/17 126 I T11212696 I T15 1 5/24/1, 110 I T11212680 I T01 1 5/24/17 127 I T11212697 I T16 1 5/24/17 1 Ill I T11212681 1 TO02 1 5/24/17 128 I T11212698 I T17 1 5/24/17 112 I T11212682 I T02 1 5/24/17 129 I T11212699 I T18 1 5/24/17 113 I T11212683 1 TO03 1 5/24/17 130 1 T11212700.1 T19 1 5/24/17 114 I T11212684 I T03 1.5/24/17 131 I T11212701 I T20 1 5/24/17 1 1 115 I T11212685 I T04 1 5/24/17 132 1 T11212702 1 T21 1 5/24/1.7 116 I T11212686 I T05 1 5/24/17 133 1 T11212703 1 T22 1 5/24/17 117 I T11212687 I T06 1 5/24/17 134 I T11212704 I T24 1 5/24/17 1 i ae truss drawing(s)referenced above have been prepared by MiTek ��PS A tvFSA,Inc.under my direct supervision based on the parameters �.�,�.�•.••�G E NS'•.;4.1,`�, 4f,pi=ued by Ro-Mac Lumber&Supply Inc. �' F '• No 39380 Truss Design.Engineer's Name: Albani, Thomas o � My license renewal date for the state of Florida is February 28, 2019. CC IMPORTANT NOTE: The seal on these truss component designs is a certification 0:•• S E OF :44/44/ 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 �'i��' � 0 R ,O P••\�e�, loads,giveoIknrolcr information sfor o Tkcustomers &/ON A;file reference purpose and was t taken into acc he preparation sr t" % 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: May 24,2017 Albani,Thomas 1 of 2 I RE: 170586A - Petersen Residence , Site Information: Customer Info: Cooper Ent -Project Name: Petersen Model: Lot/Block: Subdivision: Address: 4915 Seagrape City: Fort Pierce State: FL No. Seal# Truss Name Date , 135 IT11212705IT26 5/24/17 136 I T11212706 I T27 5/24/17 J 1. 137 I T11212707 I T28 1 5/24/17 J i i I I f I 2of2 Job Truss Truss Type Qty Ply Petersen Residence T11212671 170586A C1 Corner Jack 8 ' 1 Job Reference o tionai Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc..Wed May 24 12:58:55 2017 Page 1 ID:OK6t4y42Vgl2ossIU9J2BYzcO3w-5Z19Q3BK7gKpFYhOfUXzgNeOnPXpkvngz6xlrAzDHOU 1-6-0 1-0 0 1-8-0 1-0=0 Scale=1:5.8 3 T 1 3.50 F12 2 i t 4 3x4= I I 14 0 1-o'-0 Plate Offsets(X Y)-- (2:0-2-10 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 5 >999 3601 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(rL) -0.00 1 5 >999 1801 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a Nab BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Wind(LL) -0.00 5 >999 2401 Weight:6lb FT=20% LUMBER- BRACING- TOP'CHORD 2x4 SP M 30 TOP CHORD Structural wood Sheathing directly applied or 1-0-0 oc puriins. BOT CHORD 2x4 SP M 30 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. 1 REACTIONS. (lb/size) 2=202/0-3-8,4=42/Mechanical Max Horz 2=79(LC 12) Max Uplift 2=-345(LC 12),4=42(LC 1) Max GraV 2=202(LC 1),4=106(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;13=45ft;L24ft;eave=4ft;Cat. ll;Exp C;Part.Encl.,GCpi=0-55;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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 345 lb uplift at joint 2 and 42 lb uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev.1 0/0 32 0 1 5 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bbracing MoTek` 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/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Petersen Residence T11212672 170586A C3 Corner Jack 8 1 i Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 .8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:58:55 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-5Z 19Q3BK7gKpFYhOf UXzgNeOnPW_Wngz6xl rAzDHOU -1-8-0 3-010 1-8-0 3-0.0 Scale=1:9.2 3 3.50 F,2 9 1 n N N 2 0 8 1 . 4 3x4= I I 3-0-0 3-0-0 Plate Offsets(X Y)-- [2.0-2-5 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ven(TL) -0.01 4-7 >999 180 BCLL 0-0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:121b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP M 30 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) 3=55/Mechanical,2=224/0-3-8,4=28/Mechanical Max Horz 2=134(LC 12) Max Uplift 3=81(LC 12),2=-316(LC 12),4=9(LC 9) Max Grav 3=74(LC 17),2=224(LC 1),4=47(LC 3) FORCES. (lb)-Max.Comp./Max-Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASIDE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=42psf;h=25ft;B=45ft;L�24ft;eave=4ft;Cat. ll;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 2-11-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-01tall 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 81 lb uplift at joint 3,316 lb uplift at joint 2 and 9 lb uplift at joint 4. I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI1.7473 rev.10/03,2015 BEFORE USE. �' Design valid for use only wilh MITek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not +r�[a 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 guidancelregarding the fabrlcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Petersen Residence T11212673 170586A C5 Corner Jack 8 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:58:56 2017 Page 1 ID:OK6t4y42Vg12ossl U9J2BYzcO3w-ZmbYeP9ybBSgsiGbDB2CNaAW gpo6TMOpBmgsNczDHOT -1-8-0 5-0-0 1-8-0 5-0-0 Scale=1:13.0 3 3.50 12 m 8 T J> i 2 1 3x4= 4 5-0-0 5-0-0 Plate Offsets(X Y)— (2:0-3-1 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 4-7 >999 240 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-MP Wind(LL) 0.06 4-7 >919 240 ' Weight:18lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathi I g directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP M 30 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) 3=109/Mechanical,2=288/0-3-8,4=58/Mechanical Max Harz 2=190(LC 12) Max Uplift 3=174(LC 12),2=368(LC 12),414(LC 12) Max Grav 3=138(LC 17),2=288(LC 1),4=85(LC 3) ' FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Part.Encl.,GCpj=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 1-4-0,interior(1)1-4-0 to 441-4 zone; Cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 3,'368 lb uplift at joint 2 and 14 lb uplift at joint 4. I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERANCE PAGE M11.7473 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 bullding component,not a Intss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall �yv a' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mia ek* 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 Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply Petersen Residence T11212674 170586A C7 Corner Jack 4 1 Job Reference o tionai Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:58:57 2017 Page 1 I D:OK6t4y42Vg 12ossl U9 J2BYzcO3W-1 y9wrlAafRaXUsrnmvZRvojcKD5kCpGyQQQPv2zDHOS 1 8 0 7-0-0 1-8 O 7-0-0 I i Scale=1:16.7 3 3.50 F12 co 9 N O i N 8 I 2 1 4 i 3x4= 7-0-0 7-0-0 Plate Offsets(X Y)-- [2.0-2-13 Edgel I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) vaefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.08 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.22 4-7 >379 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Wind(LL) 0.22 4-17 >383 240 Weight:24lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathi i g directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 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. f REACTIONS. (Ib/size) 3=1 61/Mechanical,2=358/0-5-8,4=85/Mechanical Max Harz 2=247(LC 12) Max Uplift 3=-261(LC 12),2=431(LC 12),4=-24(LC 12) Max Grav 3=200(LC 17),2=358(LC 1),4=123(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;13=45ft;L=124ft;eave=4ft;Cat. 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 641-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 261 lb uplift at joint 3;431 lb uplift at joint 2 and 24 Ito uplift at joint 4. s' I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.10I03/2015 BEFORE USE. Design valid for use only wlih 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/TPIi Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Petersen Residence T11212675 170586A J7 Jack-Open 12 1 Petersen Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:58:57 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-1 y9wriAafRaXUsrnmvZRvojcKD5kCpGyQQQPv2zDHOS -1-8-0 7-0-0 1-8-0 7-0-0 i I Scale=1:16.7 I 3 3.50 12 W 9 9 N N O N B I 2 1 4 3x4= 7-0-0 7-0-0 Plate Offsets(X Y)-- (2.0-2-13 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL ' 1.25 TC 0.63 Vert(LL) -0.08 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.22 4-7 >379 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Wind(LL) 0.22 4-7 >383 240 Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathi I g directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during trus's erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=161/Mechanical,2=357/0-5-8,4=85/Mechanical Max Horz 2=247(LC 12) Max Uplift 3=-261(LC 12),2=-431(LC 12),4=-24(LC 12) I Max Grav 3=200(LC 17),2=357(LC 1),4=123(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 641-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 261 lb uplift at joint 3;431 Ib uplift at joint 2 and 24 lb uplift at joint 4. I I , ®WARNING-VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and is for an Individual bulidlrig 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 Eva I' buliding 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,Alexandria,VA 22314. Tampa,FL 33610 _ I Job Truss Truss Type ' �Qty Ply Petersen Residence T11212676 170586A J9 Jack-Open 16 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:58:68 2017 Page 1 I D:OK6t4y42Vg 12ossi U9J2BYzcO3w-V8j 135BCQliO6?QzKc4gS?FrSdSoxBH6f49zSVzDHOR -1-8-0 4-9-13 9-0;0 1-8-0 4-9-13 4-2=3 Scale=1:20.2 4 I 3.50 F,2 2x4 z 3 N t` N N 10 2 a 1 6 3x4= 3x6= 5 9-0-0 9-0-0 Plate Offsets(X Y) f2:0-1-5 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.15 6-9 >730 360 1IT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.38 6-9 >281 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.34 Horz(TL) -0.01 5 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.07 6'9 >999 240 Weight:36lb FT=20% LUMBER- BRACING- I TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 4=87/Mechanical,2=429/0-5-8,5=235/Mechanical Max Horz 2=303(LC 12) Max Uplift 4=-174(LC 12),2=-497(LC 12),5=-203(LC 12) Max Grav 4=109(LC 17),2=438(LC 17),5=275(LC 17) .FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-735/783 BOT CHORD 2-6=1001/857 WEBS 3-6=-902/1053 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;13=4511;L=24ft;eave=4ft;Cad 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to a-11-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 hall 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 174 lb uplift at joint 4,497 lb uplift at ' joint 2 and 203 lb uplift at joint 5. I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev.1010312015 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/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovallable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Petersen Residence T11212677 170586A K7 Diagonal Hip Girder 4 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:58:59 2017 Page 1 I D:OK6t4y42Vg 12osslU9J2BYzcO3w-zLHgGRCgB3gFj9?9uKbv?DoOU1 pkgbAFukvW_xzDHOQ -2-4-5 5-5-12 9-10-13 2-4-5 5-5-12 4-5-1 Scale=1:22.4 4 2.46 12 12 3x4 3 11 2 1 3x5= 13 7 14 6 2x4 I I 3x4=5 5-5-12 9-10-13 5-5-12 I 4-5-1 Plate Offsets(X Y)-- [2:0-4-5 Edge] i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.09 7-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.12 7-10 >947 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 HOrz(fL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:41 lb FT=20% LUMBER- BRACING- l TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during trus's erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=119/Mechanical,2=492/0-4-15,5=316/Mechanical I Max Harz 2=286(LC 20) Max Uplift 4=-21 O(LC 4),2==784(LC 4),5=-341(LC 4) Max Grav 4=135(LC 28),2=672(LC 28),5=419(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1413/1165 BOT CHORD 2-7=1292/1409,6-7=1292/1409 WEBS 3-7=-59/282,3-6=-146.2/1341 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Part.Encl.,GCpi=0.55;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y 3)*This truss has-been designed for alive 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 210 lb uplift at joint 4,784 lb uplift at joint 2 and 341 lb uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)111 lb down and 132 lb up at 4-3-11,111 lb down and 132 lb up at 4-3-11,and 164 lb down and 233 lb up at 7-1-10,and 164 lb down and 233 Ib up at 7-1-10 on top chord,and 132 lb down and 70lb up at 1-5-12,132 lb down and 70 lb up at 1-5-12,37lb down and 20 lb up at 4-3-11,37lb down and 20 lb up at 4-3-11,and 51 lb down and 34 lb up at 7-1-10,and 51 lb down and 34 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-4=-54,5-8=-20 Concentrated Loads(lb) Vert:10=62(F=31,B=31)12=-66(F=-33,B=-33)13=-8(F=4,B=4)14=-60(F—30,B=-30) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-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 appllcab0lty of design parameters and properly Incorporate this design Into the overall Iva I' 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 fabricaflon,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,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Petersen Residence T11212678 170586A K9 Diagonal Hip Girder 2 1 ' Job Reference o floral Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:00 2017 Page 1 ID:OK6t4y42Vgl2ossIU9J2BYzcO3w-SXr2UnCT�,My6LJZMS 168XQL2TQ96P1 gP6Oe3W NzDHOP 2 4 5 6-10-11 12.8-12 2_4_5 6-10-11 J 5-10-1 Scale=1:25.0 6x6 4 5 I� 2.48 F12 13 6 5x5 3 u? 12 N 1 N 2 CIL .5x8 S 7 14 8 2x4 15 7 16 n n 3x4= 3x4— 6 3x4= 5-0-8 8-8-14 12-8-12 5-0-8 3-8-6 3-11-14 Plate Offsets(X Y)-- 12.0-3-5 Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.18 7-8 >832 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(fL) -0.16 7-8 >961 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(fL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:55Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathil g directly applied or 4-8-14 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-11-15 oc bracing. WEBS 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) 5=674/Mechanical,2=687/0-7-12,6=58/Mechanical Max Horz 2=352(LC 4) Max Uplift 5_891(LC 4),2=-1004(LC 4),6=-1 O(LC 4) Max Grav 5=804(LC 28),2=914(LC 28),6=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2186/1949,3-4=1284/1148 BOT CHORD 2-8—2115/2171,7-8=-2119/1992 WEBS 3-8=0/266,3-7—989/1231,4-7=-1402/1480 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Part.Encl.,GCpi=0.55;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0ltall 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 891 lb uplift at joint 5,1004 lb uplift at _ joint 2 and 10 lb uplift at joint 6. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)111 lb down and 132 lb up at 4-3-11,111 lb down and 132 lb up at 4-3-11;164lb down and 233 Ib up at 7-1-10,164 lb down and 233 lb up at;7-1-10,and 216lb down and 321 lb up at 9-11-9,and 216 lb down and 321 lb up at 9-11-9 on top chord,and 132 lb down and 7016 up at 1-5-12,132� lb down and 70 lb up at 1-5-12,37lb down and 20 lb up at 4-3-11,37lb down and 20 lb up at 4-3-11,51 lb down and 34 lb up at 7-1-10,51 lb down and 34 lb up at 7-1-10,and 74 lb down and 52 lb up at 9-11-9,and 74 lb down and 52 lb up at 9-11-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,6-9=-20 i ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI17473 rev.1 010 312 0 1 5 BEFORE USE. �� Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty Ply Petersen Residence T11212678 170586A K9 Diagonal Hip Girder 2 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:00 2017 Page 2 ID:OK6t4y42Vg 12osslU9J2BYzc03w-SXr2(JnCTyMy6LJZMS168XQL2TQ96P1 gP60e3W NzDHOP LOAD CASES Standard Concentrated Loads(lb) Vert:3=-66 F=-33,B=-33 11=62(F=31,13=31)13=-169(F=85,B=-85)14—8(F=-4,B=-4)15=-60(F=-30,B=-30)16=-113(F=-57,B=-57) i i I i i i i t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.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 regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSf 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 I 1 Job Truss Truss Type Qty Ply Petersen Residence T11212679 170586A T001 Hip 1 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:01 2017 Page 1 I D:OK6t4y42Vg 12osst U 9J2BYzcO3w-wjORh7D5jg4zzT8Y?IeN4etEfgRc8QvYL2Od2pzDHOO � 9-13 12-8-8 19-10-4 27-1-12 34-3-8 40-2-3 47-0-0 1-8-0-0 6-9-13 5-10-11 7-1-12 7-3-8 7-1-12 1 -10-11 6-9-13 1-8-0 Scale=1:82.0 I 5x10 MT20HS= 3.50 F,2 5x10 MT20HS= 4x5= 5x5= 4 285 29 30 631 7 3x5 5:: 5x7 zzz 273 8 32 m 0 26 33 v y �1 2 101a m 19 18 17 16 15 14 13 12 11 4x10= 2x4 I 3x5= 3x10 MT20HS= 3x5= 3x5— 3x10 MT20HS=5x10= 4x6 11 4x5= i 8-9-13 12-8-8 19-10-4 27-1-12 343-8 37-10-0 40-2-3 47-0-0 6-9-13 5-10-11 7-1-12 7-3-8 7-1'-12 2-4-3 6-9-13 Plate Offsets(X Y)-- [4:0-5-12 0-2-4] [5:0-5-0 0-3-4] [7:0-2-8 0-2-12] I _ I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.33 16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(iL) -0.79 16-18 >571 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) -0.17 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.79 16-18 >570 240 Weight:224 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathi gg directly applied or 2-11-3 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing. WEBS 2x4 SP No.3`Except` WEBS 1 Row at midpt I 5-15,6-13,8-13 3-18,8-13:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide' REACTIONS. All bearings 9-5-8 except Qt=length)2=0-5-8,12=0-3-8. (lb)- Max Harz 2=100(LC 11) Max Uplift All uplift 100 lb or less at joint(s)except 2=-1662(LC 12),11=-2354(LC 12),9—395(LC 21),12=-199(LC 12),9=-204(LC 1) Max Grav All reactions 250 lb or less at joints)12 except 2=1675(LC 17), 11=2522(i_C 19),9=251(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3—4648/4795,3-4=3928/4094,4-5=-4205/4409,5-6=-3396/3617,6-7=-1242/1393, 7-8=1261/1350,8-9=2300/2304 BOT CHORD 2-19=-4438/4373,18-19=4438/4373,16-18=3559/3573,15-16=-3961/3988, 13-15=-3158/3175,12-13=-2254/2397,11-12=2254/2397,9-11=-2254/2397 WEBS 3-18=839/920,4-18=-283/439,4-16=-565/624,5-16=-152/339,5-15—917/936, 6-15=-395/598,6-13=-2421/2526,8-13=3497/3458,8-11=-2665/2874 • NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25fh B=45ft;L=47ft;eave=6ft;Cat. i 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Extedor(2)-1-8-0 to 3-0-6,Interior(1)3-0-6 to 12'8-8,Exterior(2) 12-8-8 to 40-11-4,Interior(1)40-11-4 to 48-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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 1662 lb uplift at joint 2,2354 lb uplift at joint 11,395 lb uplift at joint 9,199 lb uplift at joint 12 and 395 lb uplift at joint 9. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. i � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overa I MiTek' �9 9� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing IVAi Ig eR• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance'regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSf 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 II Job Truss Truss Type Qty Ply Petersen Residence T11212680 170586A T01 Hip 1 1 I Job Reference(optional) Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:11 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-de?CnXLMMkLYA?vTbrpj UI I?JsrKU_20ebp9PEzDHOE 1-8-0 7-8-5 14-5-8 20-4-0 26-8-0 32-2-41 38-0-0 1-8-0 7-8-5 6-9-3 5-10-8 6-4-0 5-6-4 5-9-12 Scale=1:70.1 Sx7= 5x10= 3.50 12 5 23 24 25 6 26 4x6% i 3x4 zzz 4 22 7 Sx6% 4x 8 11 I 8 3 6x8= o of T C6 12 10 21 ; 3x4% 4x5 Zz Co N � v 2 1 ] 6 15 1413 16 9 3.50 12 17 zzz 2x4 I 4x5 2x4 3x5= 6x10 MT20HS= VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). 7-8-5 14-2-12 14 -8 20-4-0 26-0-0 32-2-4I 35-0-0 7-5-5 6-6-7 0- -12 5-10-8 5-8-0 6-2 4 5 9-12 Plate Offsets(X Y)-- [3:0-3-0 0-3-4] [6-0-5-0 0-2-11 [15:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(ILL) -0.17 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.41 10-11 >690 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.22 1.7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.36 1041 >794 240 Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. Except: 4-9-0 oc bracing:13-15 WEBS 1 Row at micipt 3-15,4-12,5-11,8-10 MiTek recommends that.Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=444/0-3-8,15=1695/0-5-8,17=756/0-5-8 Max Horz 2=329(LC 11) Max Uplift 2=595(LC 12),15—1737(LC 12),17=-845(LC 12) Max Grav 2=486(LC 21),15=1960(LC 19),17=902(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-599/437,3-4-851/864,4-5=-923/978,5-6—2965/2939,6-7=-2876/2883, . 7-8=-2446/2410,9-17=-990/971,8-9=-924/935 BOT CHORD 2-16=-317/397,15-16=316/387,1 2-1 3=-1 01 211 024,11-12=762/752,10-11=-2226/2454, 13-15=-1731/1821,4-13=-1373/1549 WEBS 3-16=-19/323,3-15=-1228/1071,4-12=1643/1677,5-12=-792/963,5-11=-2006/2189, 6-11=272/446,7-11=-421/505,7-10=-577/736,8-10=-2104/2215 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B--45ft;L=38ft;eave=5ft;Cat. It;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 2-1-10,Interior(1)2-1-10 to 20-4-0,Exterior(2) 20-4-0 to 32-2-4,Intedor(1)32-2-4 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 595 lb uplift at joint 2,1737 lb uplift at joint 15 and 845 lb uplift at joint 17. r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE M11-7473 rev.10/03/201S 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 br icing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricolion,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/7PI I Quality Cdteria,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 ally Ply Petersen Residdnce I T11212681 170586A T002 - Hip 1 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:03 2017 Page 1 I D:OK6t4y42Vg 12oss I U9J2BYzcO3w-s6W B6oFLFH KhCnlx79gr93zawe8ecOaroMtk7izDHOM 1 8 0 5 11 9 11-0 0 17-3-0 23-6-0 29-9-0 36-0-0 41-0-7 47-0-0 11-8-0 1-8-0 5-11-9 5-0-7 6-3-0 6-3-0 6-3-0 6-3-0 5-0-7 5-11-9 1-8-0' Scale=1:82.0 6x12 MT1 BHS- 6x12 MT18HS= 3.50 F12 3x6= 6x12 MT18HS= 3x6_- 4 624 6 725 8) 3x5% 3x5 9 22 23 3 26 27 0 1 2 10 11t� m o 17 16 15 14 13 12 4x12= 2x4 I I 7x10 MT20HS= 7x10 MT20HS= 7x10 MT20HS= 7x10 M I20HS= 2x4 11 4x12= I I 5-11-9 11-0-0 19-4-0 27-8-0 36-0-0 I 41-0-7 47-0-0 5-17-9 5-0-7 8-4-0 B-4-0 8-4-0 5-0-7 5-11-9 Plate Offsets(X Y)-- [2:0-6-0 0-2-2] [6-0-6-0 Edge] [10:0-6-0 0-2-2] [13:0-4-4 0-4-8] [14:0-5-0 0-4-8] [15:0-5-0 0-4-8] [16:0-4-4 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.70 14-15 >809 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -1.61 14-15 >351 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) -0.28 10 n/a n1a MT18HS 244/190 BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 1.68 14-15 >336 240 Weight:259lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30`Except` TOP CHORD Structural wood sheathil g directly applied or 2-6-9 oc pudins. 4-6,6-8:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-0-8 oc bracing. BOT CHORD 2x6 SP DSS WEBS 1 Row at micipt 5-16,7-13 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation vide. REACTIONS. (lb/size) 2=1829/0-5-8,10=1829/0-5-8 Max Harz 2=88(LC 11) Max Uplift 2=-2035(LC 12),10=2035(LC 12) Max Grav 2=2063(LC 17),10=2063(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6772/6895,3-4=-5979/6101,4-5=-5773/5940,5-6=-7604/7699,6-7=-7604/7700, 7-8=-5773/5940,8-9=-5979/6102,9-10=-6773/6896 BOT CHORD 2-17=-6474/6428,16-17=-6474/6428,15-16=-7168/7175,14-15=7681/7690, 1 3-1 4=-71 77771 8D,12-13=-6492/6449,10-12—6492/6449 WEBS 3-16=-907/997,4-16=1153/1295,5-16—1799/1972,5-15=-271/456,6-15=370/507, 6-14=-370/507,7-14=271/456,7-13=-1799/1973,8-13=1153/1295,9-13=-907/997 I NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=42psf;BCDL=4.2psf;h=25ft;B=45ft;L=471%eave=61t Cat! 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 3-0-6,interior(1)3-0-6 to 11'0-0,Exterior(2) 11-0-0 to 42-7-12,Interior(1)42-7-12 to 48-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for _ members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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 2035 lb uplift at joint 2 and 2035 Ito uplift) at joint 10. I ®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 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 ��9 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MIg eW 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa,FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. 1 Job Truss Truss Type Qty Ply Petersen Residence 11 T11212682 170586A T02 Hip 1 1 Job Reference(opt onal Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:12 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-5rZb?tM_72TPn9Uf9YKyoyr8kGDXDQzAtFYixhzDHOD 1-8-0 7-8-5 14-5-8 22-4-0 24-8-0 31-2-4 38-0-0 1-8-0 7-8-5 6-9-3 7-10-8 2-4-0 6-6-4 6-9-12 Scale=1:70.1 I 5x7= _ SX10,— 3.50 F12 5 24 6 3x4 zzz 5x6% 23 25 7 4 5x6 5:; 5x6 12 i1 8 0 0 3 5x6= J> co 13 3x4% 10 Doom 22 3x5% 4x6 zz: a `� a 2 1 � 14 0 16 i5 3.50 12 9 18 17 2x4 I 4x5 2x4-- 3x5= 6x10 MT20HS= 7-8-5 14-2-12 14 -8 22-4-0 24-8-0 6-0- 31-10-4I 38-0-0 7-8-5 6-6-7 0- -12 7-1 0-8 2-4-0 1-4-0 5-10-4 1 6-1-12 Plate Offsets(X Y)-- [3-0-3-0 0-3-4] [6-0-8-0 0-3-0] [16-0-3-8 0-3-01 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.15 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.37 10-11 >771 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.20 18 n/a n/a BCDL 10.0 Code FB02014fTP12007 Matrix-MS Wind(LL) 0.32 10-1�1 >886 240 Weight:188lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-7 oc bracing. Except: 5-0-6 oc bracing:14-16 WEBS 1 Row at midpt 3-16,4-13,8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=475/0-3-8,16=1647/0-5-8,18=774/0-5-8 Max Harz 2=343(LC 11) Max Uplift 2=632(LC 12),16=-1679(LC 12),18=866(LC 12) Max Gram 2=519(LC 21),16=1904(LC 19),18=912(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3691/554,3-4=-644/716,4-5=-135811364,5-6=-2022/2044,6-7=-2902/2740, 7-8=-2598/2402,9-18=-1019/957,8-9=957/927 BOT CHORD 2-17=417/484,16-17=-417/475,13-14=789l729,12-13=-1191/1240,11-12=-1722/1870, 10-11=-2568/2821,14-16=1701/1699,4-14=-1393/1529 WEBS 3-17=10/318,3-16=1181/1011,4-13=-1723/1905,5-13=-670/823,5-12=-841/926, 6-12=818/685,6-11=-1 330/1618,7-11=-200/359,7-10=674/810,8-10=-2073/2330 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=38fh eave=5ft;Cat, 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 2-1-10,Interior(1)2-1-10 to 22-4-0,Exterior(2) 22-4-0 to 24-8-0,Interior(1)30-0-8 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 632 lb uplift at joint 2,1679 lb uplift at joint 16 and 866 lb uplift at joint 18. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEX REFERANCE PAGE MI1.7473 rev.1 010 312 0 1 5 BEFORE USE. Design valid for use only 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 flits 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 bring MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidancelregarding the fabrication,storage,delivery,erection and bracing of trusses and inns systems,seeANS17TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa,FL 33610 Safety Information avaliabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type city Ply FJobence Residdnce T11212683 170586A T003 HIP GIRDER 1 4 o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:09 2017 Page 1 1 D:OK6t4y42Vg 12oss1 U9J2BYzcO3 W-hGtSNsJ6g74gwil4TQnFPKDfB3Cu05dkBHK2LMzD HOG 1-8-0 4-11-9 9-0-0 13-8-13 18-7-7 23-6.0 28-4-9 33-3-3 38-0-d 42-0-7 47-0-0 8-8-0 1-8-0 4-11-9 4-0-7 4-8-13 4-10-9 4-10-9 4-10-9 4-10-9 4-8-13 4-0-7 4-11-9 1->3-0 Scale=1:82.0 i 3.50 12 7x10 MT20HS= 17x10 MT20HS= 7x10 MT20HS= 4x4= 2x4 11 7A 0 MT20H.S 4x4= i 3x5` 4 27 285 29 30 6 31 32 733 34 35 8 36 37 9 38 391 10 3x5 3 11 T 1 2 12 13ty N 0 0 22 21 40 20 41 42 43 19 44 45 18 4647 48 17 49 50 51 16 52 53 15 14 4x10— 2x4 I 4x4= 7x6= 4x4= 7A 0 MT20HS= 4x4= 7x6= 4x4= 2x4 11 4x10— I 4-11-9 9-0-0 13-8-13 18-7-7 23-6-0 28-4-9 33 3-3 38-0-0 42-0-7 47-0-0 4-11-9 4-0-7 4-8-13 4-10 9 4-10-9 4-10 9 4-10-9 4-8-13 4-0 7 4-11-9 Plate Offsets(X Y)-- [4:0-6-4 0-2-8] [5-0-5-0 0-4-8] [8:0-5-0 0-4-8] [10:0-6-4 0-2-8] [16:0-3-0 0-5-0] [18:0-5-0 0-4-8] [20:0-3-0 0-5-0]1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 1.48 18 >381 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -1.31 18 >430 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) -0.23 1'2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:1166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS`Except` TOP CHORD Structural wood sheathi I g directly applied or 6-0-0 oc puffins. 1-4,10-13:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=444310-5-8,12=4443/0-5-8 Max Horz 2=-74(LC 6) Max Uplift 2=-5203(LC 8),12=-5204(LC 8) Max Grav 2=4976(LC 29),12=4976(LC 30) FORCES. (lb)-Max:Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-16581/17009,3-4=-1 6656/1 72 1 0,4-5=-21299/22030,5-6=-24856/25690, 6-7=-26025/26889,7-8=26025/26889,8=9=24842/25671,9-10=21334/22078, 1 0-1 1=-1 6657/1 721 3,11-12=16583/17013 BOT CHORD 2-22=-16185/15934,2 1-22=-1 61 85/1 5934,20-21=-1 624 5/1 5928,19-20=22039/21528, 1 8-1 9=-2 5 392/2480 6,1 7-1 8=-2 5 4 4 8/2485 1,16-17=-21931/21420,15-16—16249/15899, 14-15=16189/15889,12-14=-16189/15889 i WEBS 3-22=-242/380,3-21=-1074/988,4-21=-684/870,4-20=6278/6156,5-20=-2411/2697, 5-19=-3788/3734,6-19=1020/1258,6-18—1417/1339,7-18=-390/649,8-18=-1363/1298, 8-17=-1024/1262,9-17=-3865/3811,9-16=2410/2701,10-16=-6330/6194, 10-15=682/867,11-15—1074/989,11-14=-241/380 NOTES- 1)4-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggeted at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 21-4 2x4-1 row at 0-6-0 oc,member 15-10'2x4-1 row at 0-6-0 oc. Attach TC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise Indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=47ft;eave=6ft;Cat. II;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 Mall by 2-0-0 wide Will fit between the bottom chord and any other members. i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MfTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not Iva 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 br Ing MiTek' Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication,storage•delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type Oty Ply Petersen Residence • T11212683 170586A T003 HIP GIRDER 1 4 Job Reference Co tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:10 2017 Page 2 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-9S RgaC KkbRChYs KH181 UxXIgxSY7lYttPx3btozDHOF NOTES- I 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5203 Ib uplift at joint 2 and 5204 Ib uplift at joint 12. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)904 Ib down and 1168 Ib up at 9-0-0,120 Ib down and 214 Ib up at 11-0-12,120 Ib down and 214 Ib up at 13-0-12,120 Ib down and 214 Ib up at 15-0-12,120 Ib down and 214 Ib up at 17-0-12,120 Ib down and 2141b up at 19-0-12,120 Ib down and 214 Ib up at 21-0-12,1201b down and 214 Ib up at 23-0-12,120 Ib down and 214 Ib up at 23-11-4;120 Ib down and 2141b up at 25-11-4,120 Ib down and 214 Ib up at 27-11-4,120 Ib down and 214 Ib up at 29-11-4,120 Ib down and 214 lb up at 31-11-4,120 Ib down and 214 Ib up at 33-11-4,and 120 Ib down and 214 Ib up at 35-11-4,.and 904 Ib down and 1168 Ib up at 38-0-0 on top chord,and 276 Ib down and 254 Ib up at 9-0-0!242 Ib down and 223 Ib up at 11-0-12,242 Ib down and 223 Ib up at 13-0-12,242 Ib down and 223 Ib up at 15-0-12,242 Ib down and 223 Ib up at 17-0-12,242 Ib down,and 223 Ib up at 19-0-12,242 Ib down and 223 Ib up at 21-0-12,242 Ib down and 223 Ib up at 23-0-12,242 Ib down and 223 Ib up at 23-11-4,242 Ib down and 223 Ib up at 25-11-4,242 Ib down and 223 Ib up at 27-11-4,242 Ib down and 223 Ib up at 29-11-4,242 Ib down and 223 Ib up at 31-11-4,242 Ib down and 223 Ib up at 33-11-4,and 242 Ib down and 223 lb up at 35-11-4,and 276 Ib down and 254 Ib up at 37-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-10=-54,10-13=54,2-12=20 Concentrated Loads(lb) Vert:4=-631(B)1 0=-631(B)21=-245(B)8=-33(B)15=245(B)27=-33(B)28=-33(B)29=-33(B)30=33(B)31=-33(B)32=-33(B)33=33(B)34=-33(B)35=-33(B) 36=-33(B)37=-33(B)38=-33(B)39=-33(B)40—215(B)41=-215(B)42=-215(B)43=-215(B)44=-215(B)45—215(B)46=215(B)47=-215(B)48=-215(B)49=-215(B) 50=215(B)51=-215(B)52=-215(B)53=-215(B) I i I I I I I; ®WARNING-Verity 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 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'iegarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/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.Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply Petersen Residence ,I T11212684 170586A T03 Roof Special 2 1 If Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:13 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-Z17zCDMcuMbGPJ3siGrBZANIdgYuyudJ6vl FU7zDHOC -1-6-0 8 7- -5 14-5-8 18-11-12 23-6-0 30-7-4 38-0-0 7-8-5 6-9-3 4-6-4 4-6-4 7-1-4 7-4-12 Scale=1:67.7 3.50 F12 5x6= 5x5% 6 i 5 22 23 3x4 5x5 7 4 5x6 5x6 Zz 11 8 3 5x6= o 0 12 10 o 0 21 4x6� `v 2 v 4x10 N W Z13 3 50. 12 17 16 15 14 9 2x4 11 4x5 2x4 3x5= 6x10 MT20HS= j 7-8-5 14-2-12 14 -8 20-2-12 26-0-0 31-10-4 38-0-0 7-8-5 6-6-7 0 -12 5-9-4 5-9-4 5-10-4 6-1-12 Plate Offsets(X Y)— [3:0-3-0 0-3-4] [5:0-2-8 0-3-0] [15:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.14 10-1,1 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.35 10-1'1 >811 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.19 17 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.30 10-1I1 >939 240 Weight:186lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. Except: 4-10-0 oc bracing:13-15 WEBS 1 Row at micipt 3-15,4-12,8-10 MiTek recommends tfiat Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=464/0-3-8,15=1663/0-5-8,17=768/0-5-8 Max Horz 2=351(LC 11) Max Uplift 2=-613(LC 12),15=-1708(LC 12),17=-856(LC 12) Max Grav 2=517(LC 21),15=1924(LC 19),17=901(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-654/536,3-4—726/802,4-5=-1125/1077,5-6=-1052/1023,6-7=-2858/2511, 7-8=-2532/2182,9-17—1017/900,8-9=-956/897 BOT CHORD 2-16=-381/467,15-16=381/459,12-13=957/876,11-12=-1134/1332,10-11=2589/2937, 13-15=-1721/1617,4-13=-1379/1374 WEBS 3-16=-8/320,3-15=-1237/1089,4-12=-1687/1852,5-12=-339/472,6-12=833/771, 6-11=-1 471/1864,7-11=351/556,7-1 O=776/891,8-10=1887/2248 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft L=36ft;eave=5fh Cat. 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 2-1-10,Interior(1)2-1-10 to 23-6-0,Exterior(2) 23-6-0 to 27-3-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS e O = .60 late grip DOL=1.60 for reactions shown;Lumber D L 1 p g p 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. I 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 613 lb uplift at joint 2;1708 lb uplift at joint 15 and 856 lb uplift at joint 17. ®WARNING-Verily deslga parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 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 vedly 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 MOW 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/TPII 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 I Job Truss Truss Type Qty Ply Petersen Residence T11212685 170586A T04 Hip 1 '1 Job Reference(optional) Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 2412:59:14 2017 Page 1 ID:OK6t4y42Vgl2osslU9J2BYzcO3w-1 DhLQZNFffj71Te2GzMQ5NwU73uAhHOTKZI pOZzDHOB 1-8-0 7-8-5 14-5-8 18-7-0 22-8-8 24-3-8 31-0-0 38-0-0 1-8-0 7-8-5 6-9-3 4-1-8 4-1-8 1-7-0 j 6-8-8 7-0-0 Scale=1:70.1 i 5x5= Sx10 3.50 12 6 25 7 4x4 5 26 3x4 3x4 11 24 8 4 5x6% 5x6 z:� m 12 9 3 14 13 5x6= on Ib 0 3x4 3x4% 11 o CO 23 4x6� N r31 2 r I 19 d 615 3.so 12 10 18 4x7 _ 2x4 I I 17 16 2x4 3x5— 6xl0 MT20HS= I, 9-0-0 11-8-12 14-5-8 22-808 24-3-82 10-4 38-0-0 -5 1 3 -1-12778-5 -3-11 2-8-12 2-8-12 5-Plate Offsets(X Y)-- [3:0-3-0 0-3-4] [7-0-8-0 0-3-0] [16-0-3-8 0-3-01 I LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.14 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.3511-12 >809 240 MT20HS 187/143 BCLL . 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.20 1'9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Wind(LL) 0.3011-12 >930 240 Weight:1921b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc pudins, BOT'CHORD 2x4 SP M 30' except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. Except: 4-11�0 oc bracing:15-16 WEBS 1 Row at micipt I 5-15,9-11 1_ MiTek recommends that Stabilizers and required cross bracing be installed during tru js erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8 except Qt=length)19=0-5-8. (lb)- Max Horz 2=346(LC 11) Max Uplift All uplift 100 lb or less at joints)17 except 2=594(LC 12),19=865(LC 12),16=1622(LC 12) Max Grav All reactions 250 lb or less at joint(s)17 except 2=468(LC 21), 19=909(LC 18),16=1812(LC 19),16=1563(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=433/416,3-4=-688/762,4-5=-696/819,5-6—1395/1392,6-7=-1838/1866, 7-8=-2880/2689,8-9=-2575/2349,10-19=1018/948,9-10=-956/920 BOT CHORD 2-18=-286/269,17-18=-290/267'16-17=290/267,14-15=-528/460,13-14=-1140/1238, j 12-13=1530/1676,11-12=2592/2856,15-16-1694/1661,4-15=-400/487 WEBS 3-16=1002/954,5-15=-1845/1870,5-14=-615/848,6-14=-481/577,6-13=-851/849, 7-13=856P763,.7-12=-138211684,B-12=-254/419,8-11=-702/838,9-11=-2025/2302 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft B=45ft;L=38ft;eave=5ft;Cat II;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 2-1-10,Interior(1)2-1-10 to 22-8-8,Exterior(2) 22-8-8 to 24-3-8,Interior(1)29-8-0 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 stall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designe should verify capacity of bearing surface.. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17 except Qt=lb) 2=594,19=865,16=1622. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.101=015 BEFORE USE. Design valid for use only with IdllTekO 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.Addillonal temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse wffh possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I - l Job Truss Truss Type Qty Ply Petersen Residence T11212686 1705B6A T05 Hip 1 1 Job Reference b tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:15 2017 Page 1 ID:OK6t4y42Vg 12ossl U9J2BYzcO3w-VQFj dvOtQzr_edDEghufebTgiTDhQjXcZDnMY?zDHOA 1-8-09-2-12 14Aill 20-8-8 26-3-8 32-0-0 38-0-0 1-8-0 -7 5-2-12 6-3-0 5-7-0 5-8-8 6-0-0 Scale=1:70.1 3.50 12 5x10 MT20HS= 5 I10 MT20HS= 5 23 24 6 25 M1 r Sx7 3x4 Zz 5x10 MT20HS% 4 22 7 6x8 3 11 I 8 <o o v 6x8= rTI ,b m 12 10 N l o ci 21 3x4 5 3x12 z N a 2 o 14 3.50 12 9 17 16 15 2x4` 6x6= Sx12 3x6— 3x4 11 9-2-12 14-5-8 20-8-8 26-0-0 32-0-0 38-0-0 9-2-12 5-2-12 6-3-0 5-3-8. 1 6-0-0 6-0-0 Plate Offsets(X Y)-- [2:0-1-5 Edge] [3:0-5-0 0-3-0] [5:0-5-0 0-2-1] f6:0-5-0 0-2-11 I i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loe) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC• 0.70 Vert(LL) -0.24 111 >999 360 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.52 Vert(TL) -0.5610-1ji >609 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.37 17 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.53 1i1 >649 240 Weight:190lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc puriins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. Except: 10-0�O oc bracing:13-15 WEBS 1 Row at midpt I 3-13,4-12,5-11,8-10 MiTek recommends that Stabilizers and required cross bracing be installed during trusts erection,in accordance with Stabilizer Installation guide' REACTIONS. (lb/size) 2=85/0-3-8,16=2104/0-5-8,17=877/0-5-8 Max Harz 2=331(LC 11) Max Uplift 2=-265(LC 22),16=-2153(LC 12),17=-969(LC 12) Max Grav 2=174(LC 9),16=2430(LC 19),17=1011(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2413/2387,3-4=-350/350,4-5=-1 777/1884,5-6=-3902/3920,6-7=-3902/3911, 7-8=-3037/2897,9-17=1130/1097,8-9=-1081/1064 BOT CHORD 2-16=-2148/2116,11-12=1727/1696,10-11=-2824/3043,4-13=1155/1315 I' WEBS 3-16=-2081/2182,13-16=-1962/1973,3-13=-2325/2313,4-12=1 43611 482,5-12=-6161785, 5-11=-2073/2236,6-11=-597/740,7-11=822/838,7-10=725/862,8-10=-2590/2770 I NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft L=38ft;eave=5ft;Cat. II;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 2-1-10,Intedor(1)2-1-10 to 20-8-8,Exterior(2) 20-8-8 to 26-3-8,Interior(1)31-8-0 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. 1 7)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer;should verity capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=265,16=2153,17=969. i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual bullding 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 ��-777�YYi 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 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 Petersen Residence T11212687 170586A T06 Hip 1 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 ' 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:17 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-SoM U2bQ7ya5iuwNdx6w7jOYy?HtcudsvOXGTduzDH08 1-8-0 7-8-5 14-5-8 18-8-8 24-5-8 28-3-8 33-0-0 38-0-0 1-8-0 7-8-5 6-9-3 4-3-0 5-9-0 3-10-0 5-0-0 Scale=1:70.4 7x10 MT20HS= 3.50 12 3x4= 5x10 MT20HS— 5 P5 626 27 28 7 4x5 4x12 5x10 MT20HS% 24 4 1 S 29 3x4 11 I 9 3 12 11 i 6x10 MT20HS= N to N 23 13 6x10 MT20HS= a 1 2 3x4 �j 14 6x6= 16 15 3.50 12 10 19 18 17 5x12 4x10 C 3x5= 4x5= 7-8-5 9-2-0 14-5-8 18-8-8 24-5-8 27-6-5 38-0-0 7-8-5 1-5-11 5-3-8 4-3-0 5-9-0 3-1-0 { 10-5-8 Plate Offsets(X Y)-- [3:0-5-0 0-3-0] [5:0-7-4 0-2-8] [7:0-5-0 0-2-1] [10:0-6-1 5 0-2-0] [14:0-5-12 0-2-8] [16:0-1-8 0=2-0] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.40 10-11 >855 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -1.10 10-11 >311 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.51 19 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Wind(LL) 0.76 12 >449 240 Weight:195lb FT=20% LUMBER- BRACING- I TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing. Except: 6-0-0 oc bracing:14 16 WEBS 1 Row at micipt 14-18,3-14,5-12,8-10 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-5-8 except Qt=length)19=0-5-8,17=0-3-8. (lb)- Max Horz 2=317(LC 11) Max Uplift All uplift 100 lb or less at joint(s)except 2—402(LC 22),18=-2156(LC 12).19=-1024(LC 12),17=151(LC 12),2=260(LC 1) .Max Grav All reactions 250 Ito or less at joint(s)17 except 2=374(LC 9), 18=2329(LC 19),19=1075(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2990/2868,3-4866/826,4-5-1847/1909,5-6=4674/4856,6-7=4560/4521, 7-8=-4260/4236,10-19=-1186/1177 BOT CHORD 2-1 8=-2592/2641,17-18=281/325,16-17=-281/325,13-14=-712/659,12-13=1777/1752, 11-12=-4650/4580,10-11=2719/2713,4-14=-1164/1328 WEBS 3-18=2233/2390,14-18=-2232/2229,3-14=-3307/3202,4-13=-1082/1129,5-13=-645/789, 5-12=-3023/2987,6-12=-267/386,6-11=-334/417,7-11—934/1034,8-11=-1281/1440, 8-10=-2888/3039 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L-38ft;eave=5ft;Cat. II;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 2-1-10,Interior(1)2-1-10 to 18-8-8,Exterior(2) 18-8-8 to 33-8-0,Interior(1)33-8-0 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right ezposed;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)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. 1 7)Bearing atjoint(s)19 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer,should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 402 lb uplift at joint 2,2156 lb uplift at joint 18,1024 lb uplift at joint 19,151 lb uplift at joint 17 and 402 lb uplift at joint 2. I ®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 inrss 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 10 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 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. 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 Petersen Residence T11212688 170586A T07 HIP 1 2 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:18 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-w?wsFxQlj uDYV4xpVpRMGD4BIhEyd5m2FB?09KzDHO7 91172 1244 58 168-08 22-5-8 30-3-8 380--80 2-3 -9- - 0.0 1-8 7785 5 i Scale=1:71.6 3.50 F12 6x10 MT20HS= 2x4 I 4x4- 6x10 MT20HS= 4 5 622 2324 25 17 5x5 21 26 4xa 11 3 11 o rn N 10 d a $ 20 6x10 MT20HS 6x10 MT20HS= N ` a 2 N 1 12 16 15 14 13 3.50 12 Sx7 II 3x5= 5x5= 6x8 2x4 11 9-2-12 14 5-8 16-8-8 22-5-8 29-6-8 38-0-0 9-2-12 5-2-12 2-3-0 5-9-0 7-1-0 8-5-8 Plate Offsets(X Y)-- [3:0-2-8 0-3-4] [5.0-7-8 0-2-12] [7:0-5-0 0-2-1] [12:0-2-8 0-3-01 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.53 11 >858 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(fL) -1.22 11-12 >371 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(fL) 0.64 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 1.22 1i1 >373 240 Weight:376lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. Except: 10-0-0 oc bracing:12-14 WEBS 1 Row at midpt 7-9 REACTIONS. (lb/size) 2=151410-5-8,16=1382/0-5-8 Max Horz 2=303(LC 11) Max Uplift 2=-1692(LC 12),16=-1486(LC 12) Max Grav 2=1702(LC 17),16=1594(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4555/4361,3-4=-4883/4924,4-5=5010/5104,5-6=-9961/1 01 57,6-7=-7091l7103, 7-8=-385/442,9-16=1714/1708,8-9=-397/517 BOT CHORD 2-15=-4359/4422,14-15=-385/328,11-12=-5173/5116,10-11=-9977/9862, 9-10=-6065/6080,4-12=-245/411 WEBS 3-15=723/915,12-15=-4086/4200,3-12=-325/403,5-11=-5192/5156,6-11=0/294, 1 6-10=-2925/3133,7-10=2554/2747,7-9=6271/6328,5-12=432/422 NOTES- 1)2-ply truss to be connected together Wth 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2 All loads are considered equally applied to all lies except if noted as front F or back B face in the LOAD CASES section.PI to q Y P P P P O O O Y I connections have been provided to distribute only loads noted as F or B,unless otherwise indicated. PY P Y O ( ) 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25fh B=45ft;L=38ft;eave=5ft;Cat. 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Extedor(2)-1-8-0 to 2-1-10,Intedor(1)2-1-10 to p6-8-8,Exterior(2) 16-8-8 to 35-8-0,Interior(1)35-8-0 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0;tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 9)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1692 lb uplift at joint 2 and 1486 lb uplift at joint 16. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITek©connectors.This design is based only upon parameters shown,and[star an Individual bulidirig 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 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 - i Job Truss Truss Type Qty Ply Petersen Residdnce T11212689 170586A T08 HIP 1 2 Job Reference o floral Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:19 2017 Page 1 I D:OK6t4y42Vg 12oss I U9J2BYzc03w-OB U ETH R�TCLP7E W?3W yboRdM44aDMZICUrlahnzDHO6 -1 -8.0 7-9-13 2-1 14.8-8 20-5-8 26-4-8 32-3-8 38-0-0 1-8-0 7-9-13 4-1 5-5-12 5-9-0 5-11-0 5-11-0 5-8-8 Scale=1:72.7 3.50 12 6x10 MT20HS= 2x4 II 5x10 MT20HS= 4x4= 5x5= 5x5 4 5 236 24 25 7 26 8 6x6 9 3 m Ic? 22 13 1211c a 2 6xl0 MT20HS 4x4= 7x10 MT20HS= cv �1 0 17 16 D 4 18 15 10 3.50 12 2x4 3x5= 5x5= 6x8 2x4 11 i 9-2-12 14-5-8 20-5-8 26-0-0 31-6-8 38-0-0 9-2-12 5-2-12 6-0-0 5-6-8 5-6-8 f 6-5-8 Plate Offsets(X Y)-- [3:0-2-8 0-3-4] [5.0-7-8 0-2-12] [6.0-5-0 0-3-0] [11:0-0-0 0-0-1] [14:0-2-8 0-3-01 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.54 13 >846 360 MT20 2441190 TCDL_ 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -1.2312-13 >371 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 HOrz(rL) -0.57 18 n/a n1a BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Wind(LL) 1.26 13 >362 240 Weight:380lb FT=20% LUMBER- BRACING- 1 TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. Except: 10-0[0 oc bracing:14-16 REACTIONS. (lb/size) 2=1514/0-5-8,18=1381/0-5-8 Max.Horz 2=289(LC 11) Max Uplift 2=1692(LC 12),18=1485(LC 12) Max Grav 2=1708(LC 17),18=1593(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4510/4410,3-4=-4828/4941;4-5=-4917/5082,5-6=-1 001 811 02 21,6-7=-8746/8973, 7-8=-5678/5763,8-9=-5334/5449,10-18=-1696/1735,9-10=1669/1731 BOT CHORD 2-17=-4407/4379,16-17=386/355,13-14—5028/4952,12-13_1 0 1 1 8/9 966, 11-1 2=-8847/8698,4-14=-99/256 WEBS 3-17=-710/927,14-17=4134/4128,3-14=-285/461,6-12=-1320/1324,7-11=-3195/3343, 8-11=1071/1213,9-11=5035/4928,7-12=306/475,5-14=-457/543,5-13=-5456/5409 NOTES= 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd.=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=38ft;eave=5ft;Cat. II;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 2-1-10,Interior(1)2-1-10 to 14-8-8,Exterior(2)1 14-8-8 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members anId forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise Indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live-loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I 9)Bearing at joint(s)18 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1692 lb uplift at joint 2 and 1485 lb uplift at joint 18. I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0 312 0 1 5 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 ii iTeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general.guldancelregarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSf 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 Petersen Residence T11212690 170586A T09 Hip 1 ,1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:21 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-KZc_hTe?pb7MYgOAx?3usiknul7gRYVx9EhmfzDH04 1-8-0 7-8-5 14-5-8 18-4-0 24-5-8 27-6-8 �8-8-Q —33-2-4 38-0-0 7-8-5 6-9-3 3-10-8 6-1-8 3-1-0 -1- 4-6-4 4-9-12 Scale=1:70.4 5x10= 2x4 II 3.50 12 3x4= 5x5= 5 P6 6 27 28 7 8 4x5 4x4 5x7�Z 25 4 9 29 2x4 II 10 3 14 13 12 9 Sx6= o 5x12 1 N 24 15 6x6 N v1 2 N 3x4 O 19 18 1716 3.50 F,2 11 20 _ 5x7% 4x6 3x5= 4x4 3x10 MT20HS I I I 7-8-5 14-2-12 14 5-8 18-4-0 24-5-8 27-6-8 8-8- 38-0-0 7-8-5 6-6-7 0- -12 3-10 8 6-1-8 3-1-0 -1- 1 9-4-0 Plate Offsets(X Y)— [3:0-3-8 0-3-4] [5:0-5-0 0-2-1] [16:0-5-4 0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(L-) -0.16 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(fL) -0.44 11-12 >642 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(fL) 0.21 20 n1a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MS Wind(LL) 0.2913-14 >9T9 240 Weight:197lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. Except: 4-6-0 oc bracing:16-18, WEBS 1 Row at midpt 3-16,5-14 MiTek recommends that Stabilizers and required cross bracing be Installed during trus erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=214/0-3-8,18=2064/0-5-8,20=618/0-5-8 Max Horz 2=315(LC 11) Max Uplift 2=360(LC 12),18—2113(LC 12),20=704(LC 12) Max Grav 2=279(LC 21),18=2385(LC 19),20=755(LC 18) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-955/921,3-4=2274/2315,4-5=-688f771,5-6=-1484/1635,6-7=2029/2082, 7-8=-2033/2083,8-9—1970/1846,11-20=818/821 BOT CHORD 2-19=868f726,15-16=-2339/2340,14-15=913/996,13-14=-1486/1437, 12-13=-1687/1842,11-12==l543/1594,16-18=-2542/2618,4-16=-1575/1736 WEBS 3-19=56/358,16-19=-794/541,3-16=-1661/1496,4-15=1563/1607,5-15=-1061/1206, 5-14=-2230/2199,6-14=645f795,6-13=412/537,8-13=413/239,8-12=0/288, 9-12=118/467,9-11=-1 660/1810 I NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=38ft;eave=5ft;Cat. 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 2-1-10,Interior(1)2-1-10 to 18-4-0,Exterior(2) 18-4-0 to 34-0-8,Interior(1)34-0-8 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 360 lb uplift at joint 2,2113 lb uplift at joint 18 and 704 lb uplift at joint 20. I i ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mfi-7473 rev.1010312015 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 verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary 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/TPII Quality Criteria,DSB-89 and 8CS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty Ply Petersen Residence T11212691 170586A T1O Hip 1 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:22 2017 Page 1 I D:OK6t4y42Vg12ossl U9J2BYzcO3W-omAN51TGm7j_iFakfW IQ3FsalftZyVeApzEl6zDH03 7-8-5 14-5-8 16-4-0 22-5-8 29-6-8 $0.8-Q 38-0-0 i 1 8 0 7.8-5 6-9-3 1-1D-6 6-1-8 7-1-0 1-1i6 7-4-0 Scale=1:70.1 3.60 12 5x7= 6x6= 6x8= 3x4 11 4 5 23 6 24 25 1 7 5x7% 22 26 7x8 3 rn 12 11 110 o u' • 5X6= SIN N 21 5x6 zz a 1 2 3z5 N ca d 13 17 16 15 14 3.50 12 9 6x8= 3x4 3x5= 4x4= 3x10 MT20HS I I I I I 16-4-0 7-8-5 14-2-12 14 -8 z2•1•6 29�6-8 7-8-5 6-6-7 0- 12 6-1-8 7-1-0 1-10-8 Plate Offsets(X,Y)-- [3:0-3-8 0-3-4] [5'0-5-0 0-2-12] [7:0-4-0 0-2-5] [8;Edge 0-3-0] [13:0-2-0 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud . PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.15 11-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(rL) -0.41 11-12 >698 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES W B 0.77 Horz(TL) 0.18 17 n/a rda BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.32 11-12 >881 240 Weight:192lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. Except: 8-17:2x4 SP No.2 4-6-0 oc bracing:13-15 WEBS 1 Row at midpt 3-13,5-12,6-11,8-10 MiTek recommends that Stabilizers and required cross bracing be installed during trus erection,in accordance With Stabilizer Installation guide. REACTIONS. (lb/size) 2=212/0-3-8,15=2068/0-5-8,17=617/0-5-8 Max Horz 2=300(LC 11) Max Uplift 2=-349(LC 12),15=-2131(LC 12),17=-098(LC 12) Max Gram 2=246(LC 21),15=2389(LC 19),17=749(LC 18) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-925/978,3-4=2311/2308,4-5=2205/2255,5-6=903/1063,6-7=-2178/2157, 7-8=-1924/1879,9-17—8041838,8-9=-741/839 BOT CHORD 2-16=-9221734,12-13=1606/1623,11-12=933/901,10-11=1849/1919, 13-15=-2515/2633,4-13=-357/560 WEBS 3-16=-66/349,13-16=811/585,3-13=-1672/1565,5-12=2366/2336,6-12=-813/1044, 6-11=-1075/1248,7-11=360/421,7-10=-318/487,8-10=1567/1626,5-13—1570/1648 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft B=45ft L I38ft eave=5ft•,Cat. 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 2-1-10,Interior(1)2-1-10 to 16-4-0,Exterior(2) 16-4-0 to 36-0-8,Interior(1)36-0-8 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) 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 Wit fit between the bottom chord and any other members. i 7)Bearing atjoint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify. capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 349 lb uplift at joint 2;2131 lb uplift at joint 15 and 698 lb uplift at joint 17. i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev.1010312015 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 r building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Addilional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery;erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type city Ply Petersen Residence T11212692 170586A T11 Hip 1 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:23 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-GyjlJeUuXOrrcrgnl M 1 XzH o2Gi7 N I PKn PTjngYzDHO2 1-8-0 7-7-9 14-4-0 20-5-8 26-0-0 31-6-8 I a2-8-Q 38-0-0 1-8-0 7-7-9 6-8-7 6-1-8 5-6-8 5-6-8 I 1-8 5-4-0 Scale=1:70.1 3.50 Fu 7x10 MT20HS tl 5x6— 5x6= 3x4= i 4 24 5 25 26 6 27 7 6x8% Sx5 8 23 3 rn � 13 12 O II • 22 5x6= 4x4= 5x61 10 a N o lm a a 2 �I1 14 3x4 z 18 17 16 0 9 15 3.50 F12 2x4 3x5= 4x4= 5x7 3x10 MT20HS I I 7-7-9 14-2-12 14 -8 20-5-8 26-0-0 31-6-8 2-8- 38-0-0 7-7-9 6-7-3 0- -12 6-0-0 5-6-8 5-6-8 I 1- 5-4-0 Plate Offsets(X Y)-- [3'0-4-0 0-3-41 [4'0-2-15 Edge] [5'0-2-12 0-3-4] [14:0-5-4 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.15 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.33 11-12 >865 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.15 18 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.33 11-12 >871 240 Weight:190lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathi I g directly applied or 4-5-1 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. Except: 4-7-0 oc bracing:14-16 WEBS 1 Row at midpt 3-14,4-13,5-12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=229/0-3-8,16=2037/0-5-8,18=631/0-5-8 Max Harz 2=286(LC 11) Max Uplift 2=-355(LC 12),16=-2116(LC 12),18=-706(LC 12) Max Grav 2=246(LC 21),16=2355(LC 19),18=760(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=812/931,3-4=-2205/2196,5-6=-2051/2167,6-7=-2081/2114,7-8—1666/1682, i 9-18=-805/867,8-9=-744/835 BOT CHORD 2-17=-878/653,13-14=2157/2199,12-13=140/254,11-12=2052/2011, 10-11=-1 695/1704,14-16=-2453/2590,4-14—1497/1715 WEBS 3-17=-49/343,14-17=-799/528,3-14=-1681/1664,4-13=1982/1993,5-13=-957/1130, 5-12—2039/1983,6-12=-410/602,7-11=624/667,7-10=-476/605,8-101480/1479 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25fh B=45ft;L=38ft;eave=5ft;Cali 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 2-1-10,Interior(1)2-1-10 to 14-4-0,Exterior(2) ' 14-4-0 to 37-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 355 lb uplift at joint 2;2116 lb uplift at joint 16 and 706 lb uplift at joint 18. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4,1II.7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for on Individual lwildido 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/TPII 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 I I Job Truss Truss Type Oty Ply Petersen Residence T11212693 170586A T12 Roof Special 4 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:24 2017 Page 1 I D:OK6t4y42Vg 12osslU9J2BYzcO3w-18H7W_VW IkziD?Pzs4YmVUKD45K21 q_xe7SLN_zDHO1 5-1-12 10-0-0 14-10-4 20-0-0 5-1-12 4-10-4 4-10-4 5-1-12 Scale=1:34,1 5xl0 MT20HS= 3.50 V2 3 3x6 12 13 3x6 2 4 i 11 8 I 14 zz 6x12% 7x10= 6x12 5 0 1 0. 9 7 N 9 4x12 4x12 y 3.50 F12 6 10 3x6 11 3x6 11 5-1-12 10-0-0 14-10-4 20-0-0 5-1-12 4-10-4 4-10-4 1 I 5-1-12 Plate Offsets(X Y)-- f 7:0-3-8 0-1-12] [9.0-3-8 0-1-12] I LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (lob) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.28 8 >858 360 MT20 244/190 TCDL 7.0 Lumber'DOL 1.25 BC 0.44 Vert(TL) -0.63 8 >377 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz([L) 0.42 6 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MS Wind(LL) 0.61 8 >387 240 Weight:97lb _ FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. II WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. WEBS 1 Row at micipt 5-7,1-9 MiTek recommends that Stabilizers and required cross bracing be Installed during tru Is erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=729/Mechanical,6=729/Mechanical Max Horz 10=-161(LC 10) Max Uplift 10=785(LC 12),6=785(LC 12) Max Grav 10=840(LC 19),6=840(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=930/911,1-2=-3380/3096,2-3=-4331/3947,3-4—4331/3964,4-5=-3346/3074, 5-6=-918/950 BOT CHORD 9-10=-236/272,8-9—3050/3365,7-8=-3009/3331 WEBS 3-8=-1764/2080,4-8=704/920,4-7=599/687,5-7=2693/3002,2-8=-664/825, 2-9=591/687,1-9=-2696/2969 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=42psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat- 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,interior(1)3-1-12 to 10-0-0,Exterior(2) 10-0-0 to 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 stall 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 785 lb uplift at joint 10 and 785 lb uplift at joint 6. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 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 destgn Into the overall J 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/TPII Quality Criteria,DSB-89 and BCSI Building Component Tamp Parke East 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 Petersen Residence T11212694 170586A T13 Roof Special 1 i Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:25 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2 BYzcO3w-DLrVj KW 8325Zr9_gPn3?2itUXVIJmSm4snCuvQzD HOO 1-8-0 5-1-12 10-0-0 14-10-4 20-0-0 21-8-0 1-8-0 5-1-12 4-10-4 4-10-4 5-1-12 1-8-0 Scale=1:38.0 4x4= 4 3.50 rl2 3x6 5; 14 15 3x6 3 5 10 3x6 13 5x10= 16 3x6 2 6 6 1 11 9 7 0 3x6 3x6 y 12 i 3x5 I 3x5 11 8 5-1-12 10-0-0 14-10-4 20-0-0 5-1-12 4-10-4 4-10-4 5-1-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.03 11-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 8 n/a rt/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Wind(LL) 0.00 11-12 >999 240 Weight:102lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathi g directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30 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. All bearings 20-0-0. (lb)- Max Horz 12=175(LC 11) Max Uplift All uplift 100 ib or less at joints)except 12=-417(LC 12),8=-417(LC 12),10_187(LC 8),19=452(LC 12),11=-452(LC 12) Max Grav All reactions 250lb or less atjoint(s)except 12=268(LC 1),8=272(LC 18),8=268(LC 1),10=352(LC 19),9=476(LC 19),11=488(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12_260/548;6-8=-271/542 WEBS 4-10=276/374,5-9=425/522,3-11=-420/525 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=251t;B=45ft;L=24ft;eave=4ft Cat. 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 10-0-0,Extedor(2) 10-0-0 to 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 417 lb uplift at joint 12,417 lb uplift at joint 8,187 lb uplift at joint 10,452 lb uplift at joint 9 and 452 lb uplift at joint 11. I I ®WARNING-Verity 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 Mi1eW 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 Mii'ek* 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 from Truss Plate Institute,218 N.lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 I � Job Truss Truss Type city Ply Petersen Residence T11212695 170586A T14 Half Hip Girder 1 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:27 2017 Page 1 I D:OK6t4y42Vg 12oss I U9J2BYzcO3w-9jzG80XObfM H4TBYXC5T77yhYJMOEFoN K5h?zJzDHO_ 1-8-0 3-11-9 7-0-0 12-5-8 1-8-0 3-11-9 3-0-7 5-5-8 Scale=1:23.5 4x7= 5x6 11 3 10 11 4 3.50 12 i 2 i 1 6 12 13 5 3x4= 2x4 11 6x6= 3-11-9 7-0-0 12-5-8 3-11-9 3-0-7 5-5-8 Plate Offsets(X Y)-- [2:0-3-1 Edgel [4:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.12 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.15 5-6 >987 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.57 Horz(TL) -0.04 5 n/a rUa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:54lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathi I g directly applied or 4-10-13 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEBS 1 Row at midpt 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=856/0-3-8,5=991/Mechanical Max Horz 2=194(LC 7) Max Uplift 2=1045(LC 8),5=-1191(LC 5) Max Grav 2=946(LC 25),5=1147(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3—2033/2018,4-5—322/472 BOT CHORD 2-6=1921/1932,5-6=-1897/1888 WEBS 3-6357/645,3-5=-1896/1918 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. II;Exp C;Part.Encl.,GCpi=0.55;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.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 1045 lb uplift at joint 2 and 1191 lb uplift at joint 5. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)371 lb down and 577 lb up at 7-0-0,and 203 lb down and 303 lb up at 9-0-12,and 203 lb down and 303 lb up at 11-0-12 on top chord,and 448 lb down and 413 lb up at 7-0-0,and 83 lb down and 44 lb up at 9-0-12,and 83 lb down and 44lb up at 11-0-12 on bottom chord.;The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD•CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=54,3-4=54,5-7=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 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. Safety Information available from Truss Plate Institute.,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 L i Job Truss Truss Type city Ply Petersen Residence T11212695 170586A T14 Half Hip Girder 1 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:27 2017 Page 2 I D:OK6t4y42Vg 12oss I U9J2BYzcO3 W-9jzG80XObfM H4T8YXC5T77yhYJMOEFoN K5h?zJzDHO_ LOAD CASE(S) Standard Concentrated Loads(lb) Vert:6=353(B)3—149(B)10=-107(B)11=107(13)12=-65(B)13=-65(B) I i I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE R 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 applicabi lty of design parameters and properly incorporate this design Into the overall �A 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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Petersen Residence i T11212696 170586A T15 Half Hip 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek IndliStrieS,Inc. Wed May 24 12:59:28 2017 Page 1 I D:OK6t4y42Vgl2ossIU9J2BYzcO3w-dwkeMLY1 MzU8idik5vdigKVuljjGzlhWYIQYVIzDHNz 1-8-0 4-11-9 9-0-0 12-5-8 1-8-0 4-11-9 4-0-7 3-5-8 Scale=1:23.3 5x7— 3x4= 3 112 13 4 { 3.50 12 I 11 10 2 I 6 3x4— 5 3x6= 3x6 I I I 9-0-0 12-5-8 9-0-0 3-5-8 Plate Offsets(X Y)— [2:0-1-1 0-0-01 [3:0-0-0 0-0-01 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loci) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 6-9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(fL) -0.22 6-9 >666 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(fL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014TrP12007 Matrix-MS Wind(LL) 0.16 6-9 >938 240 Weight:53lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathi g directly applied or 4-7-15 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during trus's erection,in accordance With Stabilizer Installation guide. REACTIONS. (Ib/size) 5=413/Mechanical,2=588/0-3-8 Max Harz 2=243(LC 11) Max Uplift 5=-470(LC 9),2=702(LC 12) Max Grav 5=483(LC 19),2=629(LC 17) b -Max.Comp./Max../Max.Ten.-All forces 250(lb)or less except when shown. FORCES. I p O P O TOP CHORD 2-3=711/610,3-4=-753/719,4-5=-560/686 BOT CHORD 2-6—749/685 WEBS 3-6=-324/574,4-6=-943/840 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=241`t;eave=4ft;Cat. II;Exp C;Part.Encl.,GCpi=0.55;MW FRS(directional)and C-C Extehor(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 9-oi 0,Extedor(2) 9-0-0 to 12-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 470 lb uplift at joint 5 sand 702 lb uplift at joint 2. i ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mll-7473 rev.1010312015 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 br Ing 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 misses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. - Tampa,FL 33610 Job Truss Truss Type Qty Ply Petersen Residence T11212697 170586A T16 Half Hip 2 t Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:28 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2 BYzcO3w-dwXeM LY1 MzU8idik5vdigKVzMj I_zjH W YIQYVIzDHNz 1-8-0 5-11-9 i 11-0-0 12-5-8 1-8-0 5-11-9 5-0-7 1-5-8 Scale=1:23.3 4x5= 2x4 11 4 5 6 Li 3.50 Fi2 3x4% 15 3 EC 14 2 i� 10 9 8 3x4= 2x4 II 3x4= 7 6x6= 5-11-9 11-0-0 12-5-8 5-11-9 5-0-7 1 t-5 8 Plate Offsets(X Y)-- [2:0-3-5 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.02 10-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.06 10-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.06 10-13 >999 240 Weight:63lb FT=20% LUMBER- BRACING- 1 TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly appl'ed or 6-7-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection,in accordance with Stabilizer Installation guide' REACTIONS. (lb/size) 2=561/0-3-8,8=441/Mechanical Max Harz 2=293(LC 11) Max Uplift 2=667(LC 12);8=-480(LC 12) Max Grav 2=596(LC 17),8=516(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1216/965,3-4=-387/333 BOT CHORD 2-1 0=-1 225/1204,9-10—1225/1204,8-9—311/290 WEBS 3-9=963%958,4-9=-284/441,4-8=-667I760 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 1-4-0,intedor(1)1-4-0 to 11-0-0,Extedor(2) 11-0-0 to 12-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 667 lb uplift at joint 2 and 480 lb uplift at joint 8. I 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek(3)connectors.This design Is based only upon parameters shown,and is for on Individual building component,not �pqp a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 20 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Petersen Residence T11212698 170586A T17 Monopitch 12 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:29 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-5650ZhZf7Gc?Km Hwed8xCY25164wi6OgnPA61 CzD HNy 1_8_0 6-6-g 12-5-8 1-8-0 6-6-9 5-10-15 i � 3X4 Scale=1:25.6 4 5 13 3.50 F12 3x4 • 3 i I 12 2 8 3x4= 2x4 11 7 6 6x6= 6-6-9 12-5-8 6-6-9 5-10-15 Plate Offsets(X Y)— [2.0-3-5 Edge) 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) -0.03 8-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.08 8-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.06 8-11 >999 240 Weight:56lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathiing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing belinstalled during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=564/0-3-8,7=439/0-5-8 I Max Horz 2=325(LC 11) Max Uplift 2=-667(LC 12),7=-479(LC 12) Max Grav 2=597(LC 17),7=516(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1166/912,4-7=221/347 BOT CHORD 2-8=-1034/1140,7-8=-1034/1140 WEBS 3-8=0/251,3-7=-1115/1002 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=42psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 12;5-8 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 667 lb uplift at joint 2 and 479 lb uplift ab joint 7. i I I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI1-7473 rev.10/09/2015 BEFORE USE. �7Y� 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.&acing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for 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 I 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 Petersen Residence T11212699 170586A T18 Half Hip 1 1 i Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:31 2017 Page 1 I D:OK6t4y42Vg 12oss I U9J2BY7cO3W-1 VCm_NavfusiZ4RJm2APlz7PTWi2A53ZFIfC54ZDH Nw 1-8-0 4-11-9 9-0-0 j 13-0-5 1-8-0 4-11-9 4-0.7 4-0-5 Scale=1:25.2 5x7= 3x5= 3 13,1 14 4 3.50 F12 12 11 � 1 , 2 � i 7 3x4= 3x6_ 6 5 3x6 11 9-0-0 12-3-8 13-0-5 9-0-0 3-3-8 0-8-13 Plate Offsets(X,Y)-- [2:0-1-1 0-0-0] [3-0-0-0 0-0-01 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.22 7-10 >649 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.42 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.16 7-10 >903 240 Weight:56lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. D Rigid ceiling direct) applied or 7-5-0 oc bracing. WEDS 2x4 S�N�.3 ��T CH�� y p' � MiTek recommends that Stabilizers and required cross bracing be�installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=433/1-0-5,2=607/0-3-8,6=3/0-3-8 Max Harz 2=243(LC 11) Max Uplift 5=-516(LC 9),2=-721(LC 12),6=-35(LC 13) Max Grav 5=511(LC 19),2=651(LC 17),6=51(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3—778/678,3-4=-816/800,4-5=-570/701 BOT CHORD 2-7=-830/768 WEBS 3-7=-301/545,4-7=-981/886 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=42psf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. II;Exp C;Part.Encl.,GCpi=0.55;MW FRS(directional)and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 9-0-0,Exterior(2) 9-0-0 to 12-10-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of Withstanding 516 lb uplift at joint 5,721 lb uplift at joint 2 and 35 lb uplift at joint 6. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE MII-7473 rev.10/012015 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 vedly 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 muss systems,seeANSi/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandra,VA 22314. Tampa,FL 33610 I Job Truss Truss Type city Ply Petersen Residence T11212700 170586A T19 Half Hip Girder 1 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:32 2017.Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-W hm9BjbXQB_ZBEOV KI hegAgX5K3lvUL6TMOmeW zDHNv 1-8-0 3-11-9 7-0-0 9-10-6 13-0-5 1-8-0 3-11-9 3-0-7 2-16-7 3-1-15 Scale=1:24.6 i 5x10 MT20HS= 6x6= 3 10 11 4 3.50 12 2 � I 6 4x5= 12 13 5 3x4= 1 4x6 11 3-11-9 7-0-0 9-1016 13-0-5 3-11-9 3-0-7 2-10-7 3-1-15 Plate Offsets(X Y)-- [2-0-2-13 Edge] [3.0-5-0 0-2-1] [5:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.15 51� >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.21 5-6 >737 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress lncr NO WB 0.68 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathii g directly applied or 4-3-1 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS. 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. 4-5:2x4 SP No.2 WEBS 1 Row at midpt I 4-6 MiTek recommends tl?at Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5=988/Mechanical,2=901/0-3-8 Max Horz 2=194(LC 24) Max Uplift 5=-1194(LC 5),2=-1097(LC 8) Max Grav 5=1143(LC 31),2=99B(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2226/2207,3-4=2121/2219,4-5=-1003/1166 BOT CHORD 2-6—2111/2118 WEBS 3-6=-39/337,4-6=-2102/2084 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft eave=oft;Cat. 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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. I 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1194 lb uplift at joint 5 and 1097 lb uplift at joint 2. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)371 lb down and 577 lb up at 7-0-0,and 203lb down and 303 lb up at 9-0-12,and 203lb down and 303lb up at 11-0-12 on top chord,and 448 lb down and 413 lb up at 7-0-0,and 83 lb down and 44 lb up at 9-0-12,and 83 lb down and 44 lb up at 11-0-12 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 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.Thls design is based only upon parameters shown,and Is for an Individual bulidl6g 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 b Zicing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidancel regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type aty Ply Petersen Residence T11212700 170586A T19 Half Hip Girder t 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:32 2017 Page 2 I D:OK6t4y42Vg 12ossl U9J2BYzc03w-W hm9Bj bXOB_ZBEOVKI hegAgX5K3lvUL6TMOmeW zDH Nv LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,5-7=-20 Concentrated Loads(lb) Vert:3=-149(F)6=-353(F)10=-107(F)11=-107(F)12=-65(F)13—65(F) I • I I i I I I I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.f0/03/2015 B EFORE USE. Deslgn valid for use only With MITek0 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. &acing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection antl bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 I I Job Truss Truss Type aty Ply Petersen Residince T11212701 170586A T20 Half Hip Girder 2 1 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc..Wed May 24 12:59:33 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3 W-_tKXP3c9AV6OpObitTCtN OgYkPnexsGiO8JAzzDH Nu 1-8-0 3-11-9 7-0-0 9-9.4 12-10-0 1-8-0 3-11-9 3-0-7 2-9-4 3-0-12 Scale=1:24.3 I 4x12= 1 6x6= 3 10 11 4 3.50 F12 I I i 2 di 6 4x4= 12 13 3x4= 5 3x6 11 3-11-9 7-0-0 9-9-4 12-10-0 3-11-9 3-0-7 2-9-4 3-0-12 Plate Offsets(X Y)-- (3.0-6-0 0-1-121 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.14 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.19 5-6 >810 240 BCLL 0.0 Rep Stress Incr NO WB 0.66 HOrz(fL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 5-1-10 oc bracing. 4-5:2x4 SP No.2 WEBS 1 Row at micipt 1 4-6 MiTek recommends that Stabilizers and required cross bracing bOnstalled during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=989/0-3-8,2=886/0-5-8 Max Horz 2=194(LC 20) Max Uplift 5=-1193(LC 5),21080(LC 8) Max Grav 5=1144(LC 24 2=980(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2160/2143,3-4=-2058/2156,4-5=-1003/1162 BOT CHORD 2-6—2046/2055 WEBS 3-6—46/339,4-6=-2052/2034 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=41t;Cat. II;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 1 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. I 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 1193 lb uplift at joint 5 and 1080 lb uplift at joint 2. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)371 lb down and 577 lb up at 7-0-0,and 203 lb down and 303 lb up at 9-0-12,and 203 lb down and 303 lb up at 11-0-12 on top chord,and 448 lb down and 413 Ib up at 7-0-0,and 83 Ib down and 44 Ib up at 9-0-12,and 831b down and 44 Ib up at 11-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,5-7=-20 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 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 iii��'�YYiii building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional tempor6ry and permanent b acing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance'regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. _ Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Petersen Residence T11212701 170586A T20 Half Hip Girder 2 1 Job Reference o tional Ro-Mac Lumber&Supply Inc., Leesburg,FL.34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:33 2017 Page 2 ID:0K6t4y42Vg12ossIU9J2BYzcO3w-_tKXi 3c9AV6QpObitTCtNOCjYkPnexsGi08JAzzDHNu I LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-149(B)6=-353(B)10=-107(B)11=107(B)12=-65(B)13=-65(B) I I I i i I ®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 MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a frL 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 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 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 i Job Truss Truss Type Qty Ply Petersen Residence " T11212702 170586A T21 Half Hip. 2 1 Job Reference(optional) Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:33 2017 Page 1 I D:OK6t4y42Vg 12ossl b9J2BYzcO3w-_tKXP3c9AV6QpObitTCtNOCI?kRVe?5GiO8JAzzDHNu 1-8-0 4-11-9 9-0-0 12-10-0' 1-8-0 4-11-9 4-0-7 3-10-0 Scale:1/2"=1' 5x7 3x4= 3 12 13 4 3.50 12 11 10 2 6 3x4 3x6= 5 3x6 11 9-0-0 12-10-0 9-0-0 3-10-0 Plate Offsets(X Y)-- [2:0-1-1 0-0-OT[3'0-0-0 0-0-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.22 619 >681 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(rL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Wind(LL) 0.16 6 l9 >954 240 Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathil g directly applied or 4-7-11 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. { WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends t1lat Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=428/0-3-8,2=600/0-5-8 Max Horz 2=243(LC 11) Max Uplift 5=-494(LC 9),2=716(LC 12) Max Grav 5=500(LC 19),2=644(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-761/663,3-4=-800/770,4-5=-565/695 BOT CHORD 2-6—800/736 WEBS 3-6=-310/555,4-6=965/867 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Ca 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 9-d-0,Exterior(2) 9-0-0 to 12-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 494 lb uplift at joint 5 and 716 lb uplift at joint 2. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.1010312015 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 property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always 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 Criterfa,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 I J Job Truss Truss Type Qty IPly Petersen Residence T11212703 170586A T22 Half Hip 2 1 Job Reference o I ptional) Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 2412:59:34 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-S4dvcPdnxpEHOYAuRAj6vbl?i7oJ NRgPxgtti PzDH Nt 1-8-0 5-11.9 11-0-0 12-10-0 1-B-0 5-11-9 5-0-7 1-10-0 Scale=1:24.3 46= 2x4 11 4 5 6 Ll 3.50 F12 3x4% 15 3 i I 14 LJ 10 9 3x4= 2x4 I I 3x4= 8 7 6x6-- 5-11-9 11-0-0 12-10-0 5-11-9 5-0-7 1-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(Q -0.07 10-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.06 10-13 >999 240 Weight:65lb FT=20% LUMBER- BRACING- I TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathii g directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance With Stabilizer Installation guide. I REACTIONS. (lb/size) 2=575/0-5-8,8=455/0-3-8 Max Horz 2=293(LC 11) Max Uplift 2=681(LC 12),8=-495(LC 12) Max Grav 2=611(LC 17),8=532(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1269/1015,3-4=-446/387 BOT CHORD 2-10=-1286/1259,9-10=1286/1259,8-9=-380/351 WEBS 3-9_955/950,4-9—281/434,4-8=-674f765 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Extedor(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 11j0-0,Exterior(2) I 11-0-0 to 12-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 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 3-6-01tall 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 681 lb uplift at joint 2j and 495 lb uplift at • joint 8. I I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev.1010312015 BI EFORE USE. Design valid for use only with MITekm connectors.Th1s design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Iva� 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. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 11 Job Truss Truss Type Qry Ply Petersen Residence T11212704 170586A T24 Roof Special Girder 1 1 Job Reference o I ptional) Ro-Mac Lumber&Supply Inc., Leesburg,FL 34748 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed May 24 12:59:35 2017 Page 1 I D:OK6t4y42Vg 12ossl U9J2BYzcO3w-wGS HgldQi6M82hl4?uFLSpl61 X216mbY9KdQErzDHNs 1 8-0 4-9-4 8-7-6 12-5-81 14-5-8 1-8-0 4-9-4 3-10-2 3-10-21 Scale=1:27.2 5x6= 2x4 11 I 5 6 4x5% I 3.50 F12 4 I 3x4 3 y 2 13 9 14 115 8 16 3x12= 10 2x4 11 6x6= i 7x6 7 = ' I 7xG 4-9-4 8-7-6 12-5-8 14-5-8 4-9-4 3-10-2 3-10-2 2-0-0 Plate Offsets(X Y) [7-0 3 0 0 4-12] [8.0-3-0 0-4-4] [9-0-3-0 0-4-81 ! — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.27 940 >621 240'1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.24 9-10 >706 240 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) -0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS ! Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathii g directly applied or 3-4-12 oc puffins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP NO.3 BOT CHORD Rigid ceiling directly applied or 3-8-3 oc bracing. MiTek recommends ttiat Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1946/0-5-8,2=1405/0-3-8 Max Harz 2=324(LC 5) ! Max Uplift 7=-2267(LC 8),2=-1693(LC 8) I Max Grav 7=2180(LC 31),2=1519(LC 29) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4494/4665,3-4—3443/3673,4-5=1231/1317 j BOT CHORD 2-10=4439/4342,9-10=4439/4342,8-9=3406/3323,7-8=1060/1035 WEBS 3-10=390/453,3-9=-1079/1100,4-9=-1858/1812,4-8=-2645/2862,5-8=-2197/2106, 5-7=-2205/2305 I NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VUIt=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat, II;Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2267 lb uplift at joint 7 and 1693 lb uplift at joint 2. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1068 lb down and 1211 lb up at: 7-0-12,431 lb down and 490 lb up at 9-0-12,and 462 lb down and 500 lb up at 11-0-12,and 461 lb down and 499 lb up at 13-0-12 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). I LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=54,5-6=-54,2-7=-20 I ®.WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. DesSgfl vd I loi use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not C1� a Truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall I gi building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bra Ing Mi ew is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance,regarding the .� 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB 89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. I Tampa,FL 33st o Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION. 3 " Center plate joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. c1-2 c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves WEBS C�a 4 may require bracing,or alternative Tor I bracing should be considered. O 3, Never exceed the design loading shown and never stack-materials on-inadequately-braced-trusses— ---— 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate O C7-8 Clr7 C5b designer,erection supervisor,property owner and plates 0-'r r-from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. _ -- --- - -- — --6. Place-plates on-each-face-of truss at each- - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane atioint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9, Unless expressly noted,this design is not applicable for PLATE SIZE 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 are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that 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. 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. reaction section indicates joint number where bearings occur, 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ��, 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20,Design assumes manufacture in accordance with �� Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Tr4sses� MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: PETERSEN Builder Name: STEWART COOPERI Street: 4915 SEAGRAPE DRIVE Permit Office: ST. LUCIE COUNTY City,State,Zip: FORT PIERCE,FL,34982 Permit Number: Design Location: FL, Fort Pierce Jurisdiction: Cond.Floor Area:: 1327 sq.ft. Cond.Volume: 10616 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: CFM(50): C: n: R: ELA: Single or Multi Point Test Data HOUSE PRESSURE FLOW: EqI I 1 Pa cfm ACH: 2 Pa cfm SLA: 3 Pa cfm AI H(50) 4 Pa cfm * l For prescriptive projects,tested leakage must be 5 Pa cfm <=7 ACH(50). For performance projects,tested leakage must be<=the ACH(50)shown on Form 6 Pa cfm R405-2014�for this project. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g),or(i)or an approved third party_A written report of the results of the test shall be signed by the party conducting!the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. Testing shall be conducted by either E S I hereby certify that the above envelope leakage individuals as defined in Section 0�1 7_4 performance results demonstrate compliance 553.993(5) or (7), Florida Statutes or s �' ''�•,: f ,,,fly, with Florida Energy Code requirements in individuals licensed as set forth in rr:rrl '., 'X,;; accordance with Section R402.4.1.2. Q Section 489.105(3)(f), (g), or (i) or an rma approved third party. A written report SIGNATURE: of the results of the test shall The signed by the third party conducting the test and provided to the code official. 01)WE PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: i I 12M2017 4:02 PM EnergyGaugeO USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1