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HomeMy WebLinkAboutTruss Drawings (2) R t Job Truss Truss Type Qty [ly1Glancy Residence710394947 E01G Half Hip Girder 1 Job Reference lottional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:06 2017 Page 1 I D:?uot7U416uFBHcJQ75WWlypasr-txU8Kdv3Ymh3KgOcJfce3T84_rWVN2B7kP?NTBcznC9F -2-0-0 2-8-0 4-8-0 7-0-0 10-4-0 12-4-0 18-2-0 24-0-0 2-0-0 2,_ 2-0-0 2 4-0 3-4-0 2-0-0 5-10-0 5-10-0 Scale=1:47.5 5x8 M18SHS= 3x4= 1x4 11 5x6 = 3x4= 3x8 = 5 24 6 25 7 26 27 28 29 8 9 30 31 10 6.00 12 3x8 1:- 6x8 6x8 M18SHS_ 4 1x4 11 3 i 1x4 II 2 16 15 32 14 , 33 1 1x4 11 6x8 M18SHS 7x10 M18SHS d N . 1 ' d 17 5x5 = 13 34 35 36 12 37 38 39 9.00 12 11 3x8= 5x8 M18SHS 5x6 = 3x8 M18SHS I I 5x10 M18SHS 2 8-0 4 8-0 7-0-0 10-4-0 12-4-0 18-2-0 24-M 2-8-0 2-0-0 2-4-0 3-4-0 2-0-0 5-10-0 5-10-0 Plate Offsets(X.Y)— 12:0-6-12.Edgel.r5:0-5-8.0-2-41 [14:0-3-0.0-3-01,115:0-2-8.0-3-01,116:0-5-0,0-3-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 Vert(LL) -0.49 14-15 >585 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.94 Vert(TL) -0.95 14-15 >302 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.48 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:138 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.1"Except` TOP CHORD' Structural wood sheathing directly applied or 1-9-11 oc purlins, 1-5:2x4 SP 2850E 1.8E except end verticals. BOT CHORD 2x4 SP No.1'Except' BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. 2-17,14-16:2x4 SP 285OF 1.8E WEBS 1 Row at midpt 10-11 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 3-16:2x4 SP No.1,7-14,10-12,8-13:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3'Except* Installation guide. 1718:2x4 SP No.2 REACTIONS. (Ib/size) 11=2439/Mechanical,2=2411/0-8-0 Max Horz 2=183(LC 8) Max Uplift 11=-412(LC 8),2=414(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=3569/456,'3-4=-9992/1485,4-5=-6634/969,5-6=-6950/1060,6-7=-6941/1056, 7-8=4208/668,8-10=-3132/515,10-11=-2300/469 BOT CHORD 2-17=-480/3021,16-17=-512/3233,15-16=-1328/8495,14-15=-905/6090, 13-14=-818/5101,12-13=-515/3132 WEBS 3-17=-2134/373,3-16=-982/6309,4-16=-369/2545,4-15=-2744/472,5-15=-199/1961, 5-14=-199/1109,7-14=-575/3980,7-13=-3436/665,8-12=-1599/487,10-12=-594/3621, 8-13=-179/1260 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except llt=lb) 11=412,2=414. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 411-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall HT 11• 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,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6914 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 l Job Truss Truss Type Qty Ply Glancy Residence 710394947 J33080 EO1G Half Hip Girder 1 1 Job Reference(option 1 East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:06 2017 Page 2 I D:?uot7U416uFBHcJQ75VV Wlypasr-txU8Kdv3Ymh3KgOcJfce3T84_rW W2B7kP?NTBcznC9F NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)112 Ib down and 76 Ib up at 7-0-0,103 Ib down and 71 Ib up at 9-0-12,109 Ib down and 84 Ib up at 11-0-12,148 Ib down and 109 Ib up at 13-0-12,148 Ib down and 109 Ib up at 15-0-12,148 Ib down and 109 Ib up at 17-0-12,148 Ib down and 109 Ib up at 19-0-12,and 148 Ib down and 109 Ib up at 21-0-12,and 155 Ib down and 108 Ib up at 23-0-12 on top chord,and 657 Ib down and 51 Ib up at 7-0-0,144 Ib down and 22 Ib up at 9-0-12,123 Ib down at 11-0-12,80 Ib down at 13-0-12,80 ib down at 15-0-12,80 Ib down at 17-0-12,80 Ib down at 19-0-12,and 80 Ib down at 21-0-12,and 84 Ib down at 23-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=74,5-10=-74,17-21=-20,16-17=-20,14-16=-20,13-14=-20,11-13=-20 Concentrated Loads(lb) Vert:5=-83(8)9=-148(B)15=657(B)24=-83(B)25=-103(B)26=-148(B)27=-148(B)29=-148(8)30=-148(B)31=-155(B)32=-144(8)33=-123(B)34=-62(B) 35=62(B)36=-62(B)37=-62(B)38=62(B)39=-64(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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,see ANSVTPI1 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 36610 y ` Job Truss Truss Type Qty �Ply1Glancy Residence710394948 J33080 E02 Hip 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:07 2017 Page 1 ID:?uot7U416uFBHcJQ75V WNypasr-L72 WYzwhJ4pwyzzotN7tchgKgFrBnevuef71j2znC9E -2-0-0 j; 241 17 24-0-0 -0 -0-04 -0 14-0 2 4--0 7-0 8--0 48-02 -0-0 Scale=1:50.5 i, 4x8= 3x4 = 4x8= 5 26 6 27 7 6.00 12 3x4 cn 4 � 0 5x5 3x6-- 1x4 1x4 II 3 8 1x4 II 1x4 II 1x4 II 15 14 13 9 0 1x4 II 2 7x10 � d � a 5x5 c 0 1 : 16 4x4 = 12 11 10 4x4 5x5 9.00 12 5x6� 4x4 = 3x4 II = r 2-8-0 4-8-0 9-0-0 ,10-4-0 , 12-4-0 17-0-0 24-0-0 2�� 2-0-0 4-4-0 1-4-0 2-0-0 4-8-0 7-0-0 Plate Offsets(X.Y)— I3:0-2-8.0-1-81 I5:0-5-4.0-2-O1.I7:0-5-4.0-2-O1.I12:0-1-4.0-2-O1.I15:0-5-0.0-3-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30:0 Plate Grip DOL 1.33 TC 0.56 Vert(LL) -0.25 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.91 Vert(TL) -0.48 14-15 >593 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.25 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:149 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2"Except' be installed during truss erection,in accordance with Stabilizer 18-19,21-22:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 2=1291/0-8-0,10=1258/Mechanical Max Horz 2=-126(LC 6) Max Uplift 2=-286(LC 8),10=-289(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1649/257,3-4=4440/631,4-5=2195/349,5-6=-1976/351,6-7=-1399/310, 7-8=-1446/251,8-10=-1184/328 BOT CHORD 2-16=-163/1373,15-16=-172/1477,14-15=-467/3762,13-14=-161/1952,12-13=-158/1696, 11-12=-82/1179 WEBS 3-16=-961/145,3-15=-347/2773,4-15=-91/1202,4-14=-1881/315,5-14=-29/592, 6-13=-80/1068,6-12=-1148/162,7-12=-71/421,8-11=-86/967 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 2=286,10=289. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'W gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711-7473 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 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,see ANSI/TP11 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 36610 y Job Truss Truss Type Qty Ply Glancy Residence 710394949 J33080 E03 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:08 2017 Page 1 ID:?uot7U4l6uFBHcJQ75VWNypasr-pKculJxJ4NxnZ7Y Q4e68uDTvfBoW9nlsJsaFUznC9D -2-0-0 2-8-0 4-8-0 11-0-0 ,12-4-0 15-0-0 L_- 19-4-4 i 24-0-0 y r 2-0-0 2-8-0 2-0-0 6-0-0 1_4-0 2-8-0 4-4-4 4-7-12 Scale=1:51.6 a 6.00 12 5x5 = 4x8 = 6 26 7 4x4 i 5 4x6 3x6 8 r 4 0 5x6 2x4 1x4 I I 3 9 1x4 I I 1x4 I I 1x4 11 II� 2 15 7x6 cs 14 10 11 1x4 11 d 1 5x8 M18SHS o d 16 13 12 11 4x4 = 5x5% 9.00 12 5x6 -- 3x4 = 3x6 = 2-8-0 4-8-0 10-4-0 12-4-0 15-0-0 24-0-0 2-8-0 �2-0-0 r 5-8-0 2-0-0 2-8-0 9-0-0 Plate Offsets(X.Y)- [5:0-2-0,Edoel.16:0-2-8.0-2-41.[7:0-5-4.0-2-O1.T15:0-3-0.0-3-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 Vert(LL) -0.29 14-15 >974 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.95 Vert(TL) -0.58 14-15 >491 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.30 11 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:153 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except' WEBS 1 Row at midpt 4-14 3-15:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2'Except` be installed during truss erection,in accordance with Stabilizer 18-19,21-22:2x4 SP No.3 [Installation guide. REACTIONS. (Ib/size) 2=1295/0-8-0,11=1254/Mechanical Max Horz 2=-151(LC 6) Max Uplift 2=-287(LC 8),11=-288(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1561/237,3-4=-4494/655,4-6=-1933/306,6-7=-1120/285,7-8=-1289/257, 9-11=-391/167 BOT CHORD 2-16=-140/1278,15-16=-14211377,14-15=-504/3836,13-14=-104/1761,12-13=-39/1088, 11-12=-128/1131 WEBS 3-16=-923/122,3-15=-401/2936,4-15=-68/1200,4-14=-2226/412,6-14=-76/1556, 7-12=01312,8-11=-1286/288,6-13=-1157194 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otheclive loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 2=287,11=288. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek9 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 tmss systems,see ANSIITPII 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 36610 Job Truss Truss Type Qty Ply Glancy Residence 710394950 J33080 E04 Common 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:08 2017 Page 1 ID?uot7U416uFBHcJQ75WVvlypasr-pKculJxJ4NxnZ7Y_Q4e68uDWgfHgWFL'1 sJsaFUznC9D- -2-0-06-9-4 13-0-0 18-4-4 24-0-0 �- 2-0-0 6-94 6-2-12 5-0-4 5-7-12 4x4 = Scale=1:45.3 6.00 12 5 3x4 4 4x4 1x4 \\ 6 3 3x4 I I 7 1x4 II 1x4 II 2 1x4 II O 1 f N d 7T1- 11 18 10 19 9 • 8 X = 3x4= 3x4 = 3x4 = 3x6= 8-3-3 15-11-13 24-0-0 8-3-3 7-8-11 8-0-3 Plate Offsets_(X,Y)— 12:0-2-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.47 Vert(LL) -0.17 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.57 Vert(TL) -0.29 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:127 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at mid pt 6-8 OTHERS 2x4 SP No.2'Except' Fbe Tek recommends that Stabilizers and required cross bracing 13-14:2x4 SP No.3 installed during truss erection,in accordance with Stabilizer tallation guide. REACTIONS. (Ib/size) 2=1286/0-8-0,8=1104/Mechanical Max Horz 2=169(LC 7) Max Uplift 2=-287(LC 8),8=-187(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1864/335,3-5=1675/366,5-6=-1373/306,6-7=-310179.7-8=-291/99 BOT CHORD 2-11=-263/1579,9-11=-100/1004,8-9=-201/1243 WEBS 3-11=-448/215,5-11=-126/716,5-9=-37/415,6-9=-252/158,6-8=-1276/227 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 2=287,8=187. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'V gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.1010312015 BEFORE USE. Design valid for use onlywith 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 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,see ANSlITPl1 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 36610 L Job Truss Truss Type Qty Ply Glancy Residence 710394951 J33080 E05 Common 1 .1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:09 2017 Page 1 ID:?uot7U416uFBHcJQ75VVWlypasr-HWAHzexxrh3eBH7A o9Lh6lhf3d8FidB5zc8oxznC9C 2-01 6-9-4 13-0-0 18-3-12 23-11-0 ..- 2-0-0 6-94 6-2-12 5-3-12 5-7-4 4x4 = Scale=1:45.2 6.00 12 y 5 3x4 4 4x4 1 x4\\ 6 3 3x4 II 7 1x4 II 1x4 II 2 Y d, 1x4 II 0 1 11 18 10 19 9 • 8 X 4= 3x4= 3x4= 3x4= 3x4 = 6-2-13 15-11-3 23-11-0 8-2-13 7-8-5 7-11-13 Plate Offsets(X.Y)— 12:0-2-O.Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.47 Vert(LL) -0.16 9-11 >999 240 MT20 244/190 TCDL, 7.0 Lumber DOL 1.33 BC 0.56 Vert(TL) -0.28 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-AS Weight:127 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-8 OTHERS 2x4 SP No.2'Except' MiTek recommends that Stabilizers and required cross bracing 13-14:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1282/0-8-0,8=1100/0-7-0 Max Horz 2=168(LC 7) Max Uplift 2=-286(LC 8),8=-186(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1856/333,3-5=1670/365,5-6=1356/303,6-7=-297/77,7-8=-284/97 BOT CHORD 2-11=-263/1572,9-11=-100/996,8-9=-199/1223 WEBS 3-11=-448/215,5-11=-128/718,5-9=-35/405,6-8=-1271/226 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 2=286,8=186. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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,see ANSVTPII 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 36610 • Job r Truss Truss Type Qty Ply Glancy Residence 710394952 J33080 E06 Common 3 1 Jab Reference D tional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:10 2017 Page 1 ID:?uot7U416uFBHcJQ75VV Wlypasr-IikfAyZc?BVpRiNYVhaDJIsOSzN_9tKKdLhKNznC9B 6-9-4 13-0-0 18-3-12 23-11-0 y:. 6-9-4 6-2-12 5-3-12 5-7-4 4x4= Scale=1:44.1 6.00 12 y 4 3x4 3 4x4 1x4 \\ 5 2 0 3.4 II 6 1 Tr o . 10 14 9 15 8 7 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 8-2-13 15-11-3 23-11-0 8-2-13 7-8-5 7-11-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.47 Vert(LL) -0.16 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.56 Vert(TL) -0.28 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:120 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at mid pt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1132/0-8-0,7=1102/0-7-0 Max Horz 1=149(LC 7) Max Uplift 1=-191(LC 8),7=-187(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1867/341,2-4=1681/373,4-5=-1359/305,6-6=-297/77,6-7=-284/97 BOT CHORD 1-10=-271/1584,8-10=102/999,7-8=-20011226 WEBS 2-10=-454/219,4-10=-135/727,4-8=-34/404,5-7=-1274/228 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=191,7=187. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y."gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II.7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �f building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1y,�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,see ANSIITP11 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 36610 - r Job Truss Truss Type Qty Ply Glancy Residence 710394953 J33080 E07 Common 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:11 2017 Page 1 I D:?uot7U416uFBHcJQ75VV Wlypasr-DvH 10KzCNIJMQbHZ6CCpmXr2isHKjekUZH5EspznC9A 6-9 4 13-0-0 19-2-12 26-0-028-0-0 6-2-12 6-2-12 6-9-4 2-0-0 Scale:1/4"=1' 4x4 = 6.00 12 4 3x4 3x4 3 5 _ 1x4 \\ 1x4 2 6 1 7 1x4 II 1x4 II O N 8 O 11 21 10 22 9 d o 3x4 3x4 = 3x4= 3x4 = 3x4= = 8-10-3 17-1-13 26-0-0 8-10-3 8-3-11 8-10-3 Plate Offsets(X.Y)— 11:0-2-O.Edgel.17:0-2-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.43 Vert(LL) -0.23 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.65 Vert(TL) -0.40 9-11 >781 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:123 Ib FT=0% LUMBER- . BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2'Except' be installed during truss erection,in accordance with Stabilizer 13-14:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=1220/0-8-0,7=1372/0-8-0 Max Horz 1=-185(LC 6) Max Uplift 1=-206(LC 8),7=-302(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2048/379,2-4=1799/380,4-6=1792/376,6-7=-2040/374 BOT CHORD 1-11=-209/1745,9-11=40/1171,7-9=-204/1736 WEBS 4-9=-92/685,6-9=-450/213,4-11=-99/693,2-11=-456/216 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)The solid section of the plate is required to be placed over the splice line at joint(s)10. 4)Plate(s)at joint(s)3,4,5,1,9,6,11,2,8,7,13 and 14 checked fora plus or minus 0 degree rotation about its center. 5)Plate(s)at joint(s)10 checked fora plus or minus 5 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=206,7=302. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110I-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 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 Welk'always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSlfTPII 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 36610 Job Truss Truss Type Qty Ply Glancy Residence 710394954 J33080 -EJ3 Jack-Open 3 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:112017 Page 1 I D:?uot7U416uFBHcJQ75V WNypasr-DvH 1 OKzCNIJMQbHZ6CCpmXrOQsQnjhPUZH5EspznC9A -2-0-0 3-0-0 k, 2-0-0 3-0-0 Scale=1:15.0 3 6.00 12 d o 1x4 11 2 �• 4 1x4 II Q• N 1 d 2X4 = 3-0-0 3-0-0 Plate Offsets(X.Y)— 12:0-3-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) -0.00 4-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.10 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:17 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=69/Mechanical,2=336/0-8-0,4=19/Mechanical Max Horz 2=109(LC 8) Max Uplift 3=-29(LC 8),2=183(LC 8),4=-19(LC 5) Max Grav 3=69(LC 1),2=336(LC 1),4=47(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except Ot=lb) 2=183. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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 r 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,see ANSIITPII 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 36610 r Job Truss Truss Type Qty Ply Glancy Residence 710394955 J330BO -EJ5D Jack-Open 4 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:12 2017 Page 1 ID?uot7U416uFBHcJQ75VVW1ypasr-i5rPbg_g8cRD21slfwj2JkNBIGhFS7ednxgoPGznC99 -2-0-05-2-8 y: 2-0-0 5-2 s Scale=1:20.4 3 6.00 12 r- u5 N 1X4 II 2 1x4 II 1 Q N_ 1 2x4 = d 4 5-2-8 5-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) -0.03 4-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.41 Vert(TL) -0.08 4-10 >787 180 BCU_ 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-AS Weight:24 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=155/Mechanical,2=419/0-8-0;4=58/Mechanical Max Hoa 2=149(LC 8) Max Uplift 3=-64(LC 8),2=-134(LC 8) Max Grav 3=155(LC 1),2=419(LC 1),4=89(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit-between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except(jt=lb) 2=134. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 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 36610 Job Truss Truss Type Qty PlyGlancy Residence 710394956 333080 -EJ5F Jack-Open 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:12 2017 Page 1 ID:?uot7U416uFBHcJQ75V WVlypasr-i5rPbg_g8cRD21slfwj2JkNFIGI?S7ydnxgoPGznC99 1-8-0 4-10-0 J 1-8-0 3-2-0 Scale=1:17.0 3 6.o0 12 0 1x4 II 9- 0 0 N 2 N N 1 Li 4 2x3= 5 1x4 II 1-4-0 4-10-0 1-4-0 3-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.28 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.17 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Weight:16 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. 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. (Ib/size) 3=86/Mechanical,4=18/Mechanical,5=345/0-8-0 Max Horz 5=87(LC 8) Max Uplift 3=-52(LC 8),5=77(LC 8) Max Grav 3=90(LC 13),4=46(LC 3),5=345(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=262/113 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,5. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y°gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.10/0312015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,see ANSIITP]l Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r Job Truss Truss Type Qty Ply Glancy Residence 710394957 J33080 -EJ7 Jack-Open 29 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:132017 Page 1 I D:?uot7U416uFBHcJQ75VVWypasr-AHPnoO?SvwZ4guRyDdEHrywKkgxXBaumOaaLxiznC98 -2-0-07-M i 2-0-0 7-M Scale=1:24.7 3 6.00 12 m W .- 0 M rr 1x4 II 2 0 1x4 II• s 1 II d 4 x3 _ 7-0-0 7-0-0 Plate Offsets(X.Y)— 12:0-0-8 Edoel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 Vert(LL) -0.10 4-10 >800 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.79 Vert(TL) -0.27 4-10 >306 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:29 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=222/Mechanical,2=495/0-8-0,4=82/Mechanical Max Horz 2=181(LC 8) Max Uplift 3=-95(LC 8),2=-135(LC 8) Max Grav 3=222(LC 1),2=495(LC 1),4=120(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except(jt=lb) 2=135. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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,see ANSUTPI1 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 36610 r S Job Truss Truss Type Qty Ply Glancy Residence 710394958 J33080 -EJ7E Jack-Open 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:13 2017 Page 1 ID?uot7U416uFBHcJQ75WVvlypasr-AHPnoO?SvwZ4guRyDdEHrywMAgw?BaumOaaLxiznC98 -2-0-0 2-8-0 4-8-0 7-0-0 R 2-0-0 2-8-0 2-0-0 2-4-0 ` Scale=1:24.7 4 �t c? 6.00 12 Y N 3 m N A X4— 4x4 1x4 II 2 0 1x4 II E S - 7 9.00 12 1 lie l d 3x4= 2x3= i 2-8-0 4-8-0 2-8-0 2-M 211-0 Plate Offsets(X.Y)— 13:0-7-0.0-1-121 17:0-2-0.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.56 Vert(LL) -0.08 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.89 Vert(TL) -0.17 6 >476 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:33 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied. 3-5:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=158/Mechanical,2=510/0-8-0,5=165/Mechanical Max Horz 2=181(LC 8) Max Uplift 4=-56(LC 8),2=-125(LC 8),5=-3(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-12=-494/0 BOT CHORD 2-7=25/369,6-7=-20/375,3-6=-369/25 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except Ot=lb) 2=125. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev.1010312015 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 pp.• at ss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall i�.�` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing W is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the piTe k• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 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 36610 ►- r Job Truss Truss Type Qty PI Glancy Residence 710394959 J33080 -EJ7E1 Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:14 2017 Page 1 I D:7uot7U416uFBHcJQ75V V Wlypasr-eUzAOM74gDhxH2O8nLIW09TUY4FQwl8wFEJuT8znC97 2-0-02-8-0 4-0-0 7-0-0 . 2-0-0 2-8-0 1-4-0 3-M A Scale=1:24.7 4 �, 6.00 12 0 N C7 3 0 1x4 II 2 d 4x4 ii d 1x4 II E G 7 ' E N 1 900 12 II B . 2x4= , 2103= 2-8-0 4-0-0 7-0-0 2-8-0 1-4-0 3-0-0 Plate Offsets(X.Y)— 13:0-3-13.0-1-91,17:0-2-0.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.10 6 >841 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.88 Vert(TL) -0.24 5-6 >352 180 13CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:33 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied. 3-5:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=178/Mechanical,2=518/0-8-0,5=144/Mechanical Max Horz 2=181(LCB) Max Uplift 4=-69(LC 8),2=121(LC 8) Max Grav 4=178(LC 1),2=518(LC 1),5=153(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-12=-496/0 BOT CHORD 2-7=22/388,6-7=-14/358,3-6=-388/22 NOTES- 1)Wind:ASCE 7-10;Vuit=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions, It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except(jt=lb) 2=121. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall r �• 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,see ANSVTPII 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 36610 � r Job Truss Truss Type Qty Ply Glancy Residence T10394960 J33080 F01G Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:15 2017 Page 1 ID:?uot7U416uFBHcJQ75V V Wlypasr-6gXYDiOiRXpovCaKL2GIwN?ouTmEfS_3Uu3S?aznC96 1: 4-10-0 6-6-0 8-10-0 11-4-0 1 8-0 3-2-0 1 8-0 2-0-0 2-6-0 Scale=1:19.7 4x4 = 4x4= 3 4 6.00 12 3x4 5 3x4 o C? 0 N 2 N 6 1 I 3x4 = 9 8 3x4= 3x4= 3x4 = 10 7 1x4 II 1x4 II 1-0-0 1-8-0 4-10-0 6 6-0 8-10-0 9 0- 11-4-0 1-4-0 4-0 3-2-0 1 8-0 2-0-0 0-2 2 4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.16 Vert(LL) -0.01 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.14 Vert(TL) -0.02 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code FBC2014ffP12007 Matrix-MS Weight:54 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 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. (Ib/size) 7=669/0-3-8,10=530/0-8-0 Max Horz 10=61(LC 7) Max Uplift 7=-240(LC 8),10=-243(LC 8) Max Grav 7=669(LC 1),10=543(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-332/206,3-4=-252/205,4-5=-318/211 BOT CHORD 8-9=161/271 WEBS 5-7=-603/263,2-10=445/244,2-9=-168/288,5-8=-212/439 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. c 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 7=240,10=243. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)71 Ib down and 67 Ib up at 4-10-0,and 71 Ib down and 67 Ib up at 6-6-0 on top chord,and 82 Ib down and 129 Ib up at 4-10-0,and 82 Ib down and 129 Ib up at 6-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=74,3-4=-74,4-6=-74,11-14=-20 Concentrated Loads(lb) Vert:3=-12(F)4=-12(F)9=-55(F)8=-55(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 I1� 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,see ANSUTPII 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 36610 Job Truss Truss Type Qty Ply Glancy Residence 710394961 J33080 F02 Common 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:16 2017 Page 1 ID:?uot7U416uFBHcJQ75WV\Aypasr-as5wR21 KBryfXM9Xumn_TaYzHl7vOwrDiYo?Y1znC95 1-8-0 5-8-0 8-10-0 11-4-0 4-M 3-2-0 2-6-0 4x4 = Scale=1:21.8 t� 3 6.00 12 3x4 4 3x4-:r- 2 2 5 1 of I� o 7 3x4= 3x4 8 4x8 = 6 = 1x4 II 1x4 II 1-4-0 -8-0 5-8-0 5-10-0 9 0 114-0 1.4-0 -4-0 4-M 3-2-0 0-2- 2-4-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.18 Vert(LL) -0.01 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.11 Vert(TL) -0.02 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-AS Weight:53 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=470/0-8-0,6=596/0-3-8 Max Horz 8=-71(LC 6) Max Uplift 8=-128(LC 8),6=-96(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=393/157,4-6=-5131116,4-7=-24/322 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except(jt=lb) 8=128. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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,see ANSUTPII 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 36610 Job Truss Truss Type Qty Ply Glancy Residence 710394962 J33080 �-HJ41B Diagonal Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:17 2017 Page 1 ID:?uot7U416uFBHcJQ75V WNypasr-238eN2yy84V8WkjSTJD0o53WHQf70aMxCYZ4TznC94 -2-9-15 3- 3-2-15 6-0-13 -3-8 3-2-15 2-9-13 Scale=1:22.2 2x3 11 -� 4 5 4.24 12 13 v N 0 12 d 1x4 II 3 m 2 14 15 7 N 1 3 0 6 2x3 I I 2x4 = 8 3x3 11 -0-3-0 -0- 8 3-2-15 6b13 0- 8 3-2-15 2-9-13 0-3-0 Plate Offsets(X.Y)— 13:0-0-12.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.47 Vert(LL) -0.08 7-11 >864 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.27 Vert(TL) -0.10 7-11 >676 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:31 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly.applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 1-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 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. (Ib/size) 7=214/Mechanical,3=476/0-10-15,8=-O/Mechanical Max Horz 3=323(LC 17),8=-323(LC 17) Max Uplift 7=-63(LC 8),3=215(LC 8) Max Grav 7=249(LC 28),3=572(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=276/362,2-3=-279/391 BOT CHORD 1-8=324/291 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7 except Qt=lb) 3=215. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)87 Ib down and 142 Ib up at 1-4-15,87 Ib down and 142 Ib up at 1-4-15,and 74 Ib down and 41 Ib up at 4-2-15,and 74 Ib down and 41 Ib up at 4-4-0 on top chord,and 53 Ib down and 94 Ib up at 1-4-15,53 ib down and 94 Ib up at 1-4-15,and 23 Ib down and 3 Ib up at 4-2-15,and 23 Ib down and 3 Ib up at 4-4-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=74,4-5=-14,6-9=-20,1-8=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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 36610 Job Truss Truss Type Qty Ply Glancy Residence 710394962 J33080 -HJ413 Diagonal Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:17 2017 Page 2 I D?uot7 U416u FB HcJQ75WV'Aypasr-23f1 eN2yy84 V8 Wkj STJ D0o53W HQf7OaMxCYZ4TznC94 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:12=49(F=25,13=25)14=70(F=35,B=35)15=5(F=3,B=3) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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 M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610 Job Truss Truss Type Qty PlyGlancy Residence 710394963 J33080 -HJ5F Diagonal Hip Girder 2 1 Job Reference o do al East Coast Truss,Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc.Wed Feb 08 14:25:24 2017 Page 1 I D:?uot7U416uFBHcJQ75WWlypasr-2eeR9601ARrBzGl7HukVugZCoM5jT1 A7ND72elznBLP r 2-9-6 3-6-0 6-7-0 __ 6-9-4 2-9-6 0 8-10 3-1-0 2 h • 1 x4 I I Scale=1:18.6 3 4 4.2452 13 3x4 % N .2 m 1 0 14 15 6 2x4 = 3x4= 9 8 7 5 1x4 II 1-10-10 1-11-6 2-9-6 3-6-3 r 6-7-0 6-9-st 1-10-10 0--2 0-10-0 0-8-13 3-0-13 d-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.48 Vert(LL) -0.00 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.31 Vert(TL) 0.01 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:31 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:5-6. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length)8=1-8-0,9=0-1-8,7=0-1-8. (lb)- Max Horz 8=86(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)4,8,9 except 5=-211(LC 14),7=-752(LC 14) Max Grav All reactions 250 ib or less at joint(s)4,5,8 except 9=332(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=91/282 WEBS 2-8=250/262 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,7. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,8,9 except Qt=1b)5=211,7=752. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)399 Ib up at 4-0-1,and 112 Ib up at 4-0-1 on top chord,and 51 Ib down and 51 Ib up at 1-2-2,51 Ib down and 51 Ib up at 1-2-2,and 434 Ib up at 4-0=1,and 62 Ib up at 4-0-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=74,5-10=-20 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610 • Job Truss Truss Type Qty �Ply1Glancy Residence710394963 J33080 -HJ5F Diagonal Hip Girder 2 Job Reference(optional) East Coast Truss,Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc.Wed Feb 08 14:25:24 2017 Page 2 I D•?uot7U416uFBHcJQ75WWlypasr-2eeR9601ARrBzGl7HukVugZCoM5jT1 A7ND72elznBLP LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:13=197(F=165,8=32)14=-102(F=-51,B=-51)15=276(F=236,B=41) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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,see ANSIITP11 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 36610 Jab Truss Truss Type Qty PlyGlancy Residence 710394964 J33080 -HJ7 Diagonal Hip Girder 4 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:19 2017 Page 1 I D:?uot7U416uFBHcJQ75WWlypasr-_Rm3333DUmKDOpu5auLh5DAQH54YbD6fOW1 f8MznC92 2-9-15 5-1-9 9-10-1 2-6-7 0-3 5-1-9 4-8-7 4x4 I I Scale=1:30.1 5 J 4.24 12 15 3x4 4 14 m 13 1x4 II 2 3 N 16 N 17 B 18 7 d 1 d 3x6=6 � 1x4 II �I 0 3x4 = 9 3x4 11 3x4 = -031 5-1-9 9-10-1 0-3 5-1-9 4-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) -0.05 8-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.33 BC 0.43 Vert(TL) -0.06 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 7 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:54 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2"Except' except end verticals. 1-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:1-9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=168/Mechanical,3=655/0-10-15,7=357/Mechanical,9=O/Mechanical Max Horz 3=361(LC 17),9=-361(LC 17) Max Uplift 5=-74(LC 8),3=-241(LC 8),7=411(LC 8) Max Grav 5=168(LC 1),3=749(LC 31),7=366(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2161394,2-3=-2221427,3-4=-848/103 BOT CHORD 3-8=182/737,7-8=-1821737,1-9=-363/230 WEBS 4-7=774/193 NOTES- 1)Wind:ASCE 7-10;Vult=l6omph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,7 except Qt=1b) 3=241. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)87 Ib down and 142 Ib up at 1-4-15,87 Ib down and 142 Ib up at 1-4-15,74 Ib down and 41 Ib up at 4-2-15,74 Ib down and 41 Ib up at 4-2-15,and 105 Ib down and 87 Ib up at 7-0-14,and 105 Ib down and 87 Ib up at 7-0-14 on top chord,and 53 Ib down and 94 Ib up at 1-4-15,53 Ib down and 94 Ib up at 1-4-15,23 Ib down and 3 Ib up at 4-2-15,23 Ib down and 3 Ib up at 4-2-15,and 34 Ib down at 7-0-14,and 34 Ib down at 7-0-14 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 REFERENCE PAGE 111II.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 ■■�•YY■ 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,see ANSVTP11 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 36610 � Y Job Truss Truss Type Qty Ply Glancy Residence 710394964 J33080 -HJ7 Diagonal Hip Girder 4 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.030's Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:19 2017 Page 2 ID?uot7U416uFBHcJQ75VWWypasr-_Rm3333DUmKDOpu5auLh5DAQH54YbD6fOW1f8MznC92 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=74,13-10=-20,1-9=20 Concentrated Loads(lb) Vert:13=49(F=25,6=25)15=-84(F=-42,B=-42)16=70(F=35,8=35)17=5(F=3,B=3)18=-54(17=27,B=-27) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 an individual building component,not e�• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the,overall i•�` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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,Atexandda,VA 22314. Tampa,FL 36610 Job , Truss Truss Type Qty Ply Glancy Residence 710394965 J33080 -HJ7C Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:20 2017 Page 1 I D:?uot7U416uFBHcJQ75VV Wlypasr-TeKRGP4rF3S4?zTl7bswdQjagUQ8KfUodAmDhoznC91 5-0-3 9-8-10 5-0-3 4-8-7 3x4 11 Scale:12"=1' 3 f }I 4.24 12 12 3x4 2 m � 11 a, o M m r%r 10 1 13 14 6 15 5 2x4 = 1 x4 11 3x6 =4 5-0-3 9-8-10 5-0-3 4-8-7 Plate Offsets MY)— 13:0-2-14.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) -0.03 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.34 Vert(TL) -0.06 6-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:44 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-12 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=510/0-9-8,3=167/Mechanical,5=413/Mechanical Max Horz 1=121(LC 8) Max Uplift 1=-75(LC 8),3=-78(LC 8),5=-44(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=921/110 BOT CHORD 1-6=-190/840,5-6=-190/840 WEBS 2-5=880/201 NOTES- 1)Wind:ASCE 7-10;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,5. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)54 Ib down and 21 Ib up at 1-3-9,54 Ib down and 21 Ib up at 1-3-9,79 Ib down and 60 Ib up at 4-1-8,74 Ib down and 41 Ib up at 4-1-8,and 108 Ib down and 99 Ib up at 6-11-7,and 105 Ib down and 87 Ib up at 6-11-7 on top chord,and 9 Ib down and 7 Ib up at 1-3-9,9 Ib down and 7 Ib up at 1-3-9,16 Ib down at 4-1-8,23 Ib down and 3 Ib up at 4-1-8,and 40 Ib down at 6-11-7,and 34 Ib down at 6-11-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=-74,4-7=-20 ®WARNING-Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall , building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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,Alexandda•VA 22314. Tampa,FL 36610 1 y , t Job Truss Truss Type Qry Ply Glancy Residence 710394965 J33080 -HRC Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:20 2017 Page 2 I D:?uot7U416uFBHGJQ75WVVlypasr-TeKRGP4rF3S4?zTl7bswdQjagUQ8KfUodAmDhoznCg 1 �. LOAD CASE(S) Standard Concentrated Loads(lb) Vert:11=-1(B)12=-98(F=-42,B=-55)13=-17(F=-9,6=9)14=-13(F=3,B=-16)15=-67(F=-27,13=40) t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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.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 bracingoftrusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Y l M Job Truss Truss Type Qty Ply Glancy Residence 710394966 033080 -H07E Diagonal Hip Girder 1 1 ' Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:21 2017 Page 1 ID?uot7U416uFBHcJQ75VVWlypasr-xqupUl5TONaxd72UhJN9AeFm7uiC37gysgWmDEznC90 -2-9-15 3-8-8 6-6-7 9-10-1 1 2-6-15 0-3 3-8-8 2-9-15 3-3-10 3x4 I I Scale=1:29.4 6 1 3x4 4.24 12 5 17 r � N 4x4 %16 4 15 9 20 3x6 8 1x4 II 5x5 2 3 0 u5 19 v 1 18 10 6.36 12 �T 4x4 v`I 3x4 = 11 2x4 I I 3x4 = 3-8-8 6-6-7 9-10-1 0-3 3-8-8 2-9-15 3-3-10 Plate Offsets(X,Y)— 16:0-2-14.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.37 Vert(LL) -0.05 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.61 Vert(TL) -0.09 9 >999 180 BCLL 0.0 Rep Stress Iricr NO WB 0.33 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:54 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 1-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:1-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=99/Mechanical,8=546/Mechanical,3=716/0-10-15,11=0/Mechanical Max Horz 3=323(LC'17),11=-323(LC 17) Max Uplift 6=-41(LC 8),3=206(LC 8) Max Grav 6=99(LC 1),8=546(LC 1),3=799(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=201/360,2-3=-205/392,3-4=-1104/44,4-5=-1715/42 BOT CHORD 3-10=-137/993,9-10=142/1049,8-9=-98/1446,1-11=-324/212 WEBS 4-10=-428/82,4-9=0/738,5-9=0/777,5-8=-1465/104 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except(jt=1b) 3=206. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)87 Ib down and 142 Ib up at 1-5-0,87 Ib down and 142 Ib up at 1-4-15,102 Ib down and 37 Ib up at 4-2-15,102 Ib down and 37 Ib up at 4-2-15,and 67 Ib down and 41 Ib up at 7-0-14,and 67 Ib down and 41 Ib up at 7-0-14 on top chord,and 53 Ib down and 94 Ib up at 1-5-0,53 Ib down and 94 Ib up at 1-4-15, at 4-2-15, at 4-2-15,and 139 Ib down at 7-0-14,and 139 Ib down at 7-0-14 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 REFERENCE 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 truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPl1 quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 s Job Truss Truss Type Qty Ply Glancy Residence 710394966 333080 ME Diagonal Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:21 2017 Page 2 ID:?uot7U416uFBHcJQ75VV Wlypasr-xqupUl5TONaxd72UhJN9AeFm7uiC37gysgWmDEznC90 1 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-6=74,10-12=20,9-10=-20,7-9=-20,1-11=-20 Concentrated Loads(lb) Vert:15=49(F=25,B=25)16=-36(F=-18,B=-18)18=70(F=35,B=35)20=-277(F=-139,8=-139) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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,see ANSVTPI1 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 36610 1 Y ' Job Truss Truss Type Qty Ply Glancy Residence 710394967 J33080 -HJ54D Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:17 2017 Page 1 I D:?uot7U416uFBHcJQ75V WNypasr-23fl eN2yy84V8WkjSTJD0o501 HOm7ObMxCYZ4TznC94 -2-9-15 3 3-10-6 7-3-10 1 2-6-7 -3 3-10-6 3-5-4 Scale=1:24.3 3x4 I I 4 Z 4.24 12 12 O N O N N � 11 V f� 1x4 113 N 2 13 14 6 N 1 _ d 5 2x4 I I 3x4= 7 3x4 I I H-3 3-10-6 7-3-10 -3- 3-103 3-5-4 Plate Offsets(X.Y)— 14:0-2-14,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) 0.11 6-10 >770 240 MT20 244/190 TCDL 7.0, Lumber DOL 1.33 BC 0.39 Vert(TL) -0.15 6-10 >551 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 4 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:35 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2`Except' except end verticals. 1-7:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 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. (Ib/size) 4=195/Mechanical,6=71/Mechanical,3=553/0-10-15,7=0/Mechanical Max Horz 3=277(LC 14),7=-261(LC 16) Max Uplift 4=-91(LC 8),6=14(LC 8),3=244(LC 8) Max Grav 4=195(LC 1),6=116(LC 3),3=579(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=226/298,2-3=-229/320 BOT CHORD 1-7=-262/237 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,6 except Qt=1b) 3=244. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 Ib down and 129 Ib up at 1-7-13,79 Ib down and 129 Ib up at 1-7-13,and 27 Ib down and 51 Ib up at 4-5-12,and 27 Ib down and 51 Ib up at 4-5-12 on top chord,and 42 Ib down and 78 Ib up at 1-7-13,42 Ib down and 78 Ib up at 1-7-13,and 36 Ib up at 4-5-12,and 36 Ib up at 4-5-12 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 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=-74,5-8=-20,1-7=-20 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 q��• building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' k• is always required for stability and to prevent collapse with possible,personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610 � p K Job Truss Truss Type eQty Ply Glancy Residence 710394967 J33080 -HJ54D Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:17 2017 Page 2 ID:?uot7U416uFBHcJQ75V WNypasr-23fleN2yy84V8WkjSTJD0o501 HOm7ObMxCYZ4TznC94 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:11=44(F=22,B=22)13=62(F=31,131=31)14=4(F=2,B=2) ti ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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,see ANSIITPII 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 36610 c Job Truss Truss Type QGlancy Residence 710394968 ty Ply J33080 MG01 Monopitch Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:22 2017 Page 1 ID:?uot7U416uFBHcJQ75V Wypasr-POSBh565nhioFHdgFOuOjroxz149of755UFKlgznC9? 44-0 44-0 Scale=1:15.4 2 2x4 II h 6.00 12 1 0 A' e 6 3 0, HUS26 3x4= 2x4 If 4-4-0 4-4-0 Plate Offsets(X.Y)— 11:0-1-12.Edgel LOADING-(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.36 Vert(LL) -0.05 3-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.50 Vert(TL) -0.09 3-5 >589 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:20 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, BOT CHORD 2x6 SP SS 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. (Ib/size) 1=616/0-8-0,3=758/Mechanical Max Horz 1=76(LC 8) Max Uplift 1=-91(LC 8),3=155(LC 8) FORCES. (lb).-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 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 100 Ib uplift at joint(s)1 except(jt=1b) 4 3=155. 7)Use Simpson Strong-Tie HUS26(14-1Od Girder,4-1Od Truss,Single Ply Girder)or equivalent at 2-4-12 from the left end to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. r 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=74,1-3=-20 Concentrated Loads(lb) Vert:6=-980(8) ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.1010312015 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,notq a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ii�•��` 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,see ANSVTPl1 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 36610 d � l � Job Truss Truss Type Qty PlyGlancy Residence 710394969 J33080 MHV10 Valley 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:23 2017 Page 1 ID:?uot7U416uFBHcJQ75VV Wlypasr-tCOZvR6jY_gfsRCtpkPdF3L4jiT_X59FJ8?tH7znC9_ 9-2-8 10-0-0 9-2-8 0-9-8 4x4= Scale=1:28.9 '�. 2x3 I I 3 4 171 Lj 6.00 12 i 1x4 II 2 n. 1 0 o- 0 2x3 7 6 5 1x4 11 1x4 If 2.3 I I 028 9-2-8 10- 0 1 0-0-8 9-2-0 0-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.49 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.27 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:45 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=163/9-11-8,5=-70/9-11-8,7=484/9-11-8,6=290/9-11-8 Max Horz 1=157(LC 8) Max Uplift 5=-96(LC 3),7=-132(LC 8),6=-35(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-374/184 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,6 except Qt=1b) 7=132. ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473'rev.10/03/2015 BEFORE USE. Design valid for use onlywith 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 overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 L ! Job Truss Truss Type Qty Ply Glancy Residence 710394970 J33080 MHV12 Valley 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:23 2017 Page 1 I D:?uot7U416uFBHcJQ75VV Vvlypasr-tCOZvR6jY_gfsRCtpkPdF3L4c47nX54FJ8?tH7znC9_ 5-2-11 9-2-8 12-0-0 --f . 5-2-11 3-11-13 2-9-8 4x4 = 2x4 I I Scale=1:28.5 3 4 v Li 6.00 12 1x4 II 2 nl F-1 0 Li 0 r; e 1. 0 3x4 i 7 6 5 1x4 I1 1x4 11 2x4 11 0 5-2-11 9-2-8 12-0-0 0-6-8 5-2-3 3-11-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.50 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.28 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:51 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 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 11-11-8. (lb)- Max Horz 1=157(LC 8) Max Uplift All uplift 100 Ib or less at joints)5,6 except 7=-132(LC 8) Max Grav All reactions 250 Ib or less atjoint(s)1,5 except 6=299(LC 13),7=489(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-375/185 NOTES. 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. • 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,6 except fjt=lb) 7=132. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/0312015 BEFORE USE. !' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not p` a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 F � a � Job Truss Truss Type Qty Ply Glancy Residence 710394971 J33080 MV2 Valley 3 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:24 2017 Page 1 I D:?uot7U416uFBHcJQ75VV Wlypasr-LPay6n7LJIyWUbm3MRxsoGtMU6t3GZd0YokQpZznC8z 2-0-0 2-0-0 Scale=1:7.8 2 6.00 12 2x3 II 0 d 1 v 0 3 2x3 i 2x3 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014!TPI2007 Matrix-P Weight:6 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.3 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. (Ib/size) 1=58/1-11-8,3=58/1-11-8 Max Horz 1=22(LC 8) Max Uplift 1=-4(LC 8),3=-15(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 verify the applicability of design parameters and property incorporate this design into the'overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always 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 oftrusses and truss systems,see ANSIfTPl1 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 36610 A Job Truss Truss Type Qty Ply Glancy Residence 710394972 J33080 MV3 Valley 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:24 2017 Page 1 I D:?uot7U416UFBHCJQ75WV'Aypasr-LPay6n7LJIyWUbm3MRxsoGtLl6toGZdOYokQpzznC8z 2-4-0 _r 2-4-0 Scale=1:8.6 2 2x3 11 �1r 6.00 12 R N 1 V CY O 3 2x3 i 2x3 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:7 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, BOT CHORD 2x4 SP No.3 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. (Ib/size) 1=7312-3-8i3=7312-3-8 Max Hoa 1=28(LC 8) Max Uplift 1=-5(LC 8),3=-20(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. .®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for 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,see ANSIITPI1 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 36510 a Job Truss Truss Type Qty Ply Glancy Residence 710394973 J33080 MV4 Valley 3 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:25 2017 Page 1 I D:?uot7U416uFBHcJQ75V WVlypasr-pb8KK78_4c4N6kLFw9S5KUQSWAW?OsXnSU_L?znC8y 4-0-0 4-0-0 Scale=1:12.8 2 2x3 II 6.00 12 0 a N 1 d O 3 2x3% 2x3 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.20 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:14 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 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. (Ib/size) 1=152/3-11-8,3=152/3-11-8 Max Horz 1=59(LC 8) Max Uplift 1=-11(LC 8),3=-40(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. WARNING-Verify design paramelem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10103/2015 BEFORE USE. !' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not p` a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 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 36610 Job Truss Truss Type Qty Ply Glancy Residence � 710394974 J33080 MV6 Valley 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:25 2017 Page 1 ID:?uot7U416uFBHcJQ75VVWlypasr-pb8KK78_4c4N6kLFw9S5KUQIZV4e?OsXnSU_L?znC8y 6-0-0 6-0-0 Scale=1:18.6 2xa 11 2 6.00 12 Li1 0 3 2x3 2x3 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC0.98 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.58 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:21 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=246/5-11-8.3=246/5-11-8 Max Horz 1=95(LC 8) Max Uplift 1=-18(LC 8),3=65(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p�� buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVI iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI1TPII 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 36610 � D r, r` Job TrussTruss Type Qty Ply Glancy Residence 710394975 J33080 MVS Valley 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:26 2017 Page 1 I D:?uot7 U416u F BHcJQ75V VVNypasr-H nhiXS9crvC EkuwSU szKthzcwvWS kTBh?6 DXtSznC8x 8-0-0 8-0-0 Scale=1:25.1 2x3 I sy 3 6.00 12 1x4 II 0 2 0 v 1 v b 0 2x3 i 1x4 II 42x3 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.22 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES VVB 0.06 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:31 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=112/7-11-8,4=141/7-11-8,5=426/7-11-8 Max Horz 1=131(LC 8) Max Uplift 4=-38(LC 8),5=113(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=335/168 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except(jt=lb) 5=113. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 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 MiTek*building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IV I iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 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 36610 a • C Job Truss Truss Type Qty Ply Glancy Residence 710394976 J33080 SV9 Valley 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:27 2017 Page 1 I D:?uot7U416uFBHcJQ75VV Wlypasr-I_F4ko9EcDK5L2Ve2ZUZQvVo5JplTuvgEmz4PuznC8w i -1-4-12 4-3-4 B_" 9-11-4 1-0-12 4-3-4 4-3-4 1-4-12 44= Scale=1:37.2 3 6.00 12 2x4 I I 2x4 I I 1x4 II 2 4 1x4 II 1x4 II 1x4 II 1 5 A N J 8 15 7 16 62x4 II 2x4 II 1x4 II 8-6-8 8-6-8 Plate Offsets(X,Y)— [10:0-2-0.0-0-81.[13:0-2-0.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.34 Vert(LL) -0.00 4-5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.38 Vert(TL) 0.00 4-5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-R Weight:54 Ib FT=0%. LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=317/8-6-8,6=317/8-6-8,7=369/8-6-8 Max Horz 8=-71(LC 6) Max Uplift 8=-158(LC 8),6=-158(LC 8) Max Grav 8=320(LC 17),6=320(LC 18),7=456(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=287/179,4-6=-287/179 WEBS 3-7=-273/18 l NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 8=158,6=158. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7477 rev.10/0312015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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,see ANSUTPII 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 36610 e t r ,r Job Truss Truss Type Qty Ply Glancy Residence 710394978 J33080 SV9B Valley 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:28 2017 Page 1 ID?uot7U416uFBHGJQ75VV Wlypasr-EApSy8AsNXSyzC4gbH?oy62zeiALCMb—TQieyKznC8v 14-12 4-34 8-6-8 9-11 4 r 14-12 4-3-4 4-3-4 1-4-12 4x4= Scale=1:24.6 3 6.00 12 2x4 11 2x4 11 1x4 II 2 4 1x4 II 1x4 II 51x4 II 1 �5 L:J Li 'N'AA 1 O 6 2x4 11 1X4 11 2x4 I I 8-6-8 8-G-8 Plate Offsets(X.Y)— 110:0-2-0,0-0-81.113:0-2-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeFl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.35 Vert(LL) -0.00 4 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.26 Vert(TL) 0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr ' YES WB 0.07 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-R Weight:45 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=331/8-6-8,6=331/8-6-8,7=341/8-6-8 Max Horz 8=-71(LC 6) Max Uplift 8=-154(LC 8),6=-154(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=296/175,4-6=-296/175 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 8=154,6=154. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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 WOW k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 36610 Job Truss Truss Type Qty [lyIGlancy Residence710394979 J33080 V3 Valley 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:30 2017 Page 1 ID:?uot7U416uFBHcJQ75VV Wlypasr-AZxDNgC6u8ifCWEDji2G 1 X70H WWxgH6HwkBIODznC8t 1-5-0 1-7-6 3-0-6_ 1-5-0 0-2-6 1-5-0 6.00 122 2x4 = Scale=1:6.2 3 1 m 0 d1 1d 0 0 2x3 i 2x3 2-11-14 3 2-11-14 Not LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.02 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:7 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins. BOT CHORD 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. (ib/size) 1=83/2-11-6,3=83/2-11-6 Max Horz 1=-11(LC 6) Max Uplift 1=-14(LC 8),3=-14(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610 _ A d l C Job Truss Truss Type Qty Ply Glancy Residence 710394980 J33080 V5 Valley 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:30 2017 Page 1 I D:?uot7U416uFBHcJQ75VV Wiypasr-AZxD NgC6u8ifCWEDji2G 1 X7NuWwugHnHwkBIODznCSt 2-6-8 5-1-0 2-0-8 2-0-5 1 3x4= Scale=1:10.8 2 6.00 12 3 1 c5 v d= =d C5 O 4 2x3 i 1x4 II 2x3 0-pr8 2-6-8 5-1-0 o-b 8 2-" 2-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.11. Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:15 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=92/5-0-0,3=92/5-0-0,4=176/5-0-0 Max Horz 1=-24(LC 6) Max Uplift 1=-24(LC 8),3=-24(LC 8),4=13(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1:60 plate grip DOL=1.60 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 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 36610 Job Truss Truss Type Qty PlyGlancy Residence 710394981 J33080 V7 Valley 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:31 2017 Page 1 I D:?uot7U416uFBHcJQ75WWlypasr-elVbaACkfRrWggpPHPZValgV8wEuPjgQgOxlZfznC8s 3-6-3 7-0-6 1 3-6-3 3-6-3 Scale=1:13.4 3x4= 2 6.00 12 d, 3 1 YS 0 d 4 2x3 1x4 II 2x3 6-11-14 7- 6-11-14 0 -8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.14 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:22 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=139/6-11-6,3=139/6-11-6,4=265/6-11-6 Max Horz 1=-36(LC 6) Max Uplift 1=-36(LC 8),3=36(LC 8),4=-20(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;13=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other.members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. �e 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 p■�.i�■■ building design. Bracing indicated is topreventbuckling 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,tmss systems,see ANSI/TP11 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 36610 r Job —s Truss Truss Type Qty Ply Glancy Residence T10394982 J33080 TruV11 Valley 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:29 2017 Page 1 I D:?uot7U416uFBHcJQ75V VVNypasr-iMNr9UBU8gapbMfO9_W1 VKb497UVxpn7i4SBUmznC8u 5-6-3 11-0-6 5-6-3 5-6-3 .r Scale=1:18.9 44= 2 6.00 12 3 1 •d 0 d 4 2x3 �- 1x4 II 2x3 0- -8 11-0-6 0- -8 10-11-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.39 Vert(TL) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:36 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0,oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=210/10-11-6,3=210/10-11-6,4=499/10-11-6 Max Horz 1=61(LC 7) Max Uplift 1=-48(LC 8),3=-48(LC 8),4=-60(LC 8) Max Grav 1=213(LC 17),3=213(LC 18),4=499(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=349/114 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph•(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. 1 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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,see ANSIITPII 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 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on 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 0' 16 4 wide truss spacing,individual lateral braces themselves WEBS oav may require bracing,or altemative Tor I T of Jy, w p bracing should be considered. = ° '� O 3. Never exceed the design loading shown and never C) � U stack materials on inadequately braced trusses. O� p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 c6-7 06-6 0 designer,erection supervisor,property owner and plates 0- 'lid' 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 at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 6. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 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 section 6.3 These truss designs rel on lumber values 14.Bottom chords require lateral bracing at ft.spacing, g y 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. Carl Min size shown is for crushing Only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. 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 DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, I���� 20.Design assumes manufacture in accordance with c' Guide to Good Practice for Handling, MANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 / rJ .t• � P A Job TrussTyr: Type Qty Ply Glancy Residence 710394977 J33080 SV9A 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.030 s Jan 23 2017 MiTek Industries,Inc. Wed Feb 08 12:30:28 2017 Page 1 ID?uot7U416uFBHcJQ75WVVlypasr-EApSy8AsNXSyzC4gbH?oy62zgjAKCMz—TQieyKznC8v -1 4-12 4-3-4 8-6-8 9-11-4 • 1-4-12 4-3-4 4-3-4 1-4-12 4x4 = Scale=1:30.7 3 6.00 12 2x4 II 2x4 II 1x4 II 2 4 1x4 II 1x4 II d. 51x4 II 1 I N � A N 8 7 6 2X4 II 2X4 11 1X4 11 L 8-6-8 8-6-8 Plate Offsets(X.Y)— 110:0-2-0.0-0-81.[13:0-2-0.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.34 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.26 Vert(TL) -0.00 4-5 n/r 120 BCLL 0.0 Rep Stress Incr YES WE 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-R Weight:49 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=322/8-6-8,6=322/8-6-8,7=360/8-6-8 Max Horz 8=-71(LC 6) Max Uplift 8=-157(LC 8),6=-157(LC 8) Max Grav 8=323(LC 17),6=323(LC 18),7=360(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=290/178,4-6=-290/178 WEBS 3-7=-265/20 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and,erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -. will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 8=157,6=157. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-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 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 WOW is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610