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HomeMy WebLinkAboutTruss Engineering Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values estalblished,b_ypthers: L-]� I) l� MiTek RE: ml 1324 -70' Carlton Elev D MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNE BUILDING CORPORATIN Project Name: ml 1324 Model:Tampa,FL 336104115 Lot/Block: Subdivision: Address: N/A City: ST LUCIE State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. i, Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighH Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf t This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name I Date I No. I Seal# I Truss Name Date 1 lT9779575 I A 110/31/16118 IT9779592 JJ8 110/31/161 12 I T9779576 1 Al 1 10/31/16 119 I T9779593 1 JA 110/31/16 13 I T9779577 I A2 110/31/16120 I T9779594 I J B 110/31/161. 14 I T9779578 1 A3 1 10/31/16 121 I T9779595 I JC 1 10/31/161 15 I T9779579 1 A4 1 10/31/16122 I T9779596 1 KJ5 1 10/31/161 16 I T9779580 1 A6 1 10/31/16 123 I T9779597 1 KJ8 1 10/31/16 1 17 I T9779581 113 110/31/16124 I T9779598 I KJA 1 10/31/16 1 18 I T9779582 I BH7 1 10/31/16 125 I T9779599 I KJB 1 10/31/16 1 19 I T9779583 I GRA 1 10/31/16 126 I T9779600 I MV2 1 10/31/16 1 110 I T9779584 I GRB 110/31/16127 I T9779601 I MV4 1 10/31/16 1 Ill I T9779585 I GRC 110/31/16 1 112 I T9779586 I J 1 110/31/16 1 113 I T9779587 I J2 110/31/16 1 114 I T9779588 I J3 1 10/31/16 I 15 IT9779589 JJ4 10/31/16 116 IT9779590 JJ15 110/31/161 117 I T977959.1 I J6 1 10/31/16 1 The truss drawing(s)referenced above have been prepared by MiTekCOIN � USA,Inc. under my direct supervision based on the parameters �ON ........VF<F provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin 68182 My license renewal date for the state of Florida is February 28,2017. o *:• IMPORTANT NOTE: The seal on these truss component designs is a certification : '. :that the engineer named is licensed in the jurisdiction(s)identified and that the ?3 STATE OF Z, �� ' designs comply with ANSI/TPI 1. These designs are based upon parameters X1 A` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ,�• • 0 R 1 O.•'QN��� given to MiTek. Any project specific information included is for MiTek's customers �i;S9/ ••''•••�� ��% file reference purpose only,and was not taken into account in the preparation of ,Ill,0 N A;�,`��� these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Joaquin Velez PE No.68182 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: October 31,2016 Velez,Joaquin 1 of 1 f 7 Truss Truss Type Qty Pty 70'CarNon Elev D T9779575 m11324 A COMMON 10 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 31 15:17:40 2016 Page 1 ID:_kfiGCA6bx7j2SylHDXFw7ye3KX-mSU4PMdNJz_VXaCnxkCyaiwO4Co99HKehdGxl1yNt2f r1-0-0 10-0 7.6-0 22-1-0 680 35-0-0 8-4-0 36-008.4-0 -p Scale=1:60.8 4.00 F12 axa= 6 r TT .. F 2x3 1 24 25 2x3 11 (:3-j 3x6% 5 7 3x6 Zzz 4ttr 3x4 4 8 3x4 3 9 :n t 2 10 11 in Im 0 17 16 15 26 27 14 13 12 4x5= 2x3 11 4x6= 3x8= 2x3 I I 4x5= 3x8= 4x6= 8-4-0 12-11-0 22-1-0 26-8-0 35-0-0 8-4-0 4-7-0 9-2-0 4-7-0 8-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.29 14-15 >999 360 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.76 14-15 >550 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:166 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-3-9 oc bracing, Except: WEBS 2x4 SP No.3 8-6-0 oc bracing:14-15. REACTIONS. (Ib/size) 2=1399/0-8-0,10=1399/0-8-0 Max Horz2=223(LC 7) Max Uplift2=-775(LC 8),10=775(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3164/1575,3-4=-2677/1331,4-5=-2606/1342,5-24=-2680/1409,6-24=-2629/1432, 6-25=-2629/1432,7-25=-2680/1409,7-8=-2606/1342,8-9=-2677/1331,9-10=-3164/1575 BOT CHORD 2-17=-1366/2967,16-17=-1366/2967,15-16=-1366/2967,15-26=-745/1961, 26-27=-745/1961114-27=-745/1961,13-14=-1366/2936,12-13=-1366/2936, 10-12=-1 366/2936 WEBS 6-14=-459/992,7-14=-282/197,9-14=-536/397,6-15=-459/992,5-15=-283/197, 3-15=-534/397 NOTES- 1)Unbalanced roof live loads have been.considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)100.01b AC unit load placed on the top chord,17-6-0 from left end,supported at two points,5-0-0 apart., 4)The solid section of the plate is required to be placed over the splice line at joint(s)16,13. 5)Plate(s)at joint(s)16 and 13 checked for a plus or minus 4 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=I O.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 775 Ib uplift at joint 2 and 775 lb uplift at joint 10, 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11I1-7473 rev.10/03/2015 BEFORE USE. *R Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not i.Ypp` 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,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Jotr TrussTruss Type Qty Pty 70'Carlton Elev D T9779576 m11324 Al SPECIAL 9 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 31 15:17:41 2016 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-Ee2Sdie?4G6LgjnzURjB7vTRlc1 hukZnwH?VZTyNt2e r1-0-Q 7-8-0 13-7-8 , 17-6-023-11-12 26-9-10 , 35-0-0 _ 36-0-Q 1-0 0 7-8-0 5-11-8 3-10-8 6-5-12 2-9-14 8-2-6 y-0-0' Scale=1:61.8 4.00 12 5x8= i�J t1._:-. ,I t) / tt ,�=tJ �• 6 S4'y. h• ;4 2x3 I I 2x3 I I 3x6% 5 4x6 7 3x4 4 8 2x3 / 3 9 N1 2 10 11 Ji 22 5x12 12 MT18HS= 0 21 0 14 13 3x6% 2x3 II 5x12= 3x12= 2.00 12 7-8-0 , 13-7-8 23.11-12 35-0-0 , 7-8-0 5-11-8 10-4-4 11-0-4 _Plate Offsets(X,Y)— f2:0-3-14,0-1-81,[8:0-3-0,Edgel,[10:0-1-15,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.78 12 >538 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -1.73 12-13 >243 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.44 10 n/a rUa BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:158 lb FT 0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP V30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3`Except` WEBS 1 Row at midpt 6-12 6-12:2x4 SP M 30 REACTIONS. (Ib/size) 2=1364/0-8-0,10=1334/0-8-0 Max Horz2=-223(LC 6) Max Uplift2=833(LC 8),10=-816(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3085/1767,3-4=-2498/1471,4-5=-2446/1485,5-6=-2472/1570,6-7=-522113016, 7-8=-5137/2906,8-9=-5179/2903,9-10=-5574/3178 BOT CHORD 2-14=-1554/2875,13-14=-1 554/2875,13-21=-1 035/2117,21-22=-1 03112125, 12-22=-1030/2141,10-12=-2927/5307 WEBS 3-13=-634/421,5-13=-293/258,6-13=-260/541,6-12=-1820/3328,7-12=-303/292, 9-12=-392/347 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Bearing at Joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 833 lb uplift at joint 2 and 816 ib uplift at joint 10. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used A the analysis and design of this truss. ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design vaild 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 parametersand property Incorporate this design Into the overall Iva budding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply �70'CarftonElevD T9779577 ml 1324 A2 -SPECIAL 1 1 Job Reference(optional) 64 Chambers Truss,Inc., Fort Pierce,FL 7. 0 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 31 15:17:42 2016 Page 1 ID:_kfiGCA6bx7j2Sy1 H DXFw7ye3KX-ircgg2edraECntM929FQf7?fEONOd7zx9xl25wyNt2d 1-0 8-0-1 13-7.8 16-0-0 19-0-0 23-11-12 26-9-9 35-0-0 6-0- -0- 8-0-1 5-7-7 2-4-8 3-0-0 4.11-12 2-9-13 8-2-7 -0-0 ts,Scale:3/16"=1' 4.00 12 4x4 5 6 3x4% 3x8 4x6% 7 5x6 34 89 m ur • 2 12 1 10 11 a 13 5x12MT18HS= I 15 14 3x10= 2x3 II 5x6= 3x12 zz 3x6= 2.00 FIT 8-0-1 13-7-819-0-0 23-11-12 35-" 8-0-1 5-7-7 5-4-8 4-11-12 11-0-4 Plate Offsets(X,Y)— r2:0-1-10,0-0-01,f4:0-2-4,Edgel,f8:0-3-0,0-3-41,[10:0-1-15,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.74 12 >571 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -1.25 12-21 >335 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.44 10 n/a n1a BCDL 10.0 Code FBC2014ITPI2007 (Matrix-M) Weight:160 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc.purlins. BOT CHORD 2x4'SP M,30 BOT CHORD Rigid ceiling directly applied or2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-13 REACTIONS. (Ib/size) 2=1363/0-8-0,10=1335/0-8-0 Max Horz2=205(LC 7) Max Uplift2=833(LC 8),10=-817(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3118/1799,3-4=-2433/1432,4-6=-2425/1453,5-6=-2462/1527,6-7=-2607/1556, 7-8=-5109/2887,8-9=-5135/2880,9-10=-5565/3192 BOT CHORD 2-15=-1 588/2901,14-15=-1 588/2901,13-14=-1111/2253,12-13=-2562/4919, 10-12=-2940/5295 WEBS 3-15=0/252,3-14=-808/536,5-13=-187/557,6-13=-325/618,7-13=-2747/1535, 7-12=-962/1914,9-12=-465/386 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=4511;L=5011;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other.live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 833 Ib uplift at joint 2 and 817 Ib uplift at joint 10. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a buss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Brod. Safety Information available from Truss Plate Instihde.218 N.Lee Street,Suite 312 Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty 70'Carhon Elev D T9779578 m11324 A3 SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 31 15:17:42 2016 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-ircgg2edraECntM929FQf7?fSONOd7_x9xi25wyNt2d 1-0 8-0-1 14-0-0 21-0-0 23-11-12 26.9-10 35.0-0 6-0 -0-0 8-0-1 5-11-15 7-0-0 2-11-12 2-9-14 8-2f -0-0 Scale=1:62.9 j Ij � 5x6= 4x6 1 4.00 FIT 4 5 3x8 6 3x4% 2x3 3 7 N � I � 10 «'1 2 11 8 9 N w 5x12MT18HS= o. 1P 3x8_ 6 13 2x3 II 5x6= 3x12= 3X6% 2.00 12 8-0-1 13-7-821-0 0 23-11-12 35-" 8-0-1 5-7-7 7-4-8 2-11-12 11-0-4 Plate Offsets(X,Y)-- [2:0-3-14,0-1-81,[8:0-1-15,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.70 10 >597 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -1.21 10-19 >347 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.42 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:158 ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2X4 SP No.3 REACTIONS. (Ib/size) 2=1364/0-8-0,8=1334/0-8-0 Max Horz 2=-1 81(LC 6) Max Uplift2=-834(LC 8),8=-816(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3072/1756,3-4=-2470/1480,4-5=-3084/1838,5-6=-3225/1885,6-7=-5097/2847, 7-8=-5568/3196 BOTCHORD 2-13=-1542/2851,12-13=-1542/2851,11-12=-1 175/2335,10-11=-2514/4870, 8-10=-2943/5298 WEBS 3-12=-690/431,4-11=-433/955,5-11=321/702,6-11=2237/1218,6-10=975/1891, 7-10=-516/438 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=4511;L=50ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 834 Ib uplift at joint 2 and 816 Ib uplift at joint 8. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verity desfgn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-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 appllcabllity of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty70'Carlton Elev D T9779579 m11324 A4 SPECIAL 1 1 ' Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 31 15:17:43 2016 Page 1 I D:_kfiGCA6bx7j2Syl H DXFw7ye3KX-Ai AD2OfFcuM3P1 xLcsmfCKYrKPjoMag4NaUbeMyNt2c 1-0• 6-5-8 12-0-0 17-8-4 23-0-0 2 -11-2 26-9-9 35-0-0 6-0 -0-0 6-5-8 5-0-8 5-8-4 5-3-12 0-11-1 2-9-13 8-2-7 4-0-0 Scale=1:62.9 1 ( a is._(-� 5x6= 3x4= 5x8=2x3 4.00F1_2 4 5 6 7 2x3% 2x3 8 3 N d. CS v 1O1 2 11 9 10fm1`r 5x12-MTi6HS= 6 12 0 14 13 3x4 3x6% 3x4= 5x6= 2.00F1_2 302= 8-8-2 13-7-8 17-6-0 23-11-12 35-" 8-8-2 4-11-6 3-10-8 6-5-12 11-0-4 Plate Offsets(X,Y)-- f2:0-3-14,0-1-81,(6:0-4-0,0-2-31,(9:0-1-15,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.7211-12 >584 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.2011-20 >349 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(fL) 0.43 9 n/a n1a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:160 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1362/0-8-0,9=1336/0-8-0 Max Harz 2=-157(LC 6) Max Uplift2=-831(LC 8),9=818(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3149/1860,3-4=-2905/1714,4-5=-2565/1587,5-6=-3339/2012,6-7=-5060/2871, 7-8=-5111/2860,8-9=-5586/3213 BOT CHORD 2-14=1656/2936,13-14=1280/2447,12-13=-1780/3393,11-12=-2125/4107, 9-11=-2960/5316 WEBS 3-14=-351/330,4-14=-208/456,4-13=-131/406,5-13=-1117/600,5-12=-1 27/464, 6-12=-857/401,6-11=-1019/1981,8-11=-528/443 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 831 Ib uplift at joint 2 and 818 lb uplift at joint 9. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall T building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and 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 33610 Job Truss Truss Type Fry Ply �70'CarftonElsv D T9779560 m11324 A6 HIP 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 31 15:17:44 2016 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-eDjbFkguNBVwOBWYAZHukY5?xp75574DcEE9AoyNt2b rt-O-Q 1-0-0 -7 21.4-0 44-1 35-0-0 36-0-0 341 38 -8-0 3 6-7-15 0-0666 7-15 7 Scale=1:61.8 • (t,1�I� �j 4rL'`j 6t�^.,�f•Y� i'I`'-t 1C�i t;' ' :i 4x8= 2x3 11 2x3 II 4x8 4.00 12 ' 4 23 24 5 8 25 26 7 2x3 Z' 2x3 i 3 8 N 7 d. (6 • N_1 29 10 2_ r1 tm O 6 16 75 14 13 12 11 3x4= 3x4= 3x4= 3x4= 3x6% 4x6= 4x6= 3x6 10-0-0 13-8-0 21-4-0 2511 35-" 10-0-0 3-8-0 7-8-0 3-8-0 10-0-0 Plate Offsets(X,Y)-- [2:0-3-14,0-1-81,[4:0-5-4,0-2-01,[7:0-5-4,0-2-0),[9:0-3-14,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.58 11-13 >445 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.90 13 >285 240 BCLL 0.0 " Rep Stress Incr YES WB 0.31 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:153 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1119/0-8-0,14=369/0-8-0,9=1210/0-8-0 Max Horz 2=133(LC 7) Max Uplift2=-690(LC 8),14=-216(LC 8),9—744(LC 8) Max Grav2=1 1 19(LC 1),14=440(LC 17),9=1215(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2427/1460,3-4=-2088/1239,4-23=-2413/1480,23-24=-2413/1480,5-24=-2413/1480, 5-6=-2413/1480,6-25=-2413/1480,25-26=-2413/1480,7-26=2413/1480, 7-8=-2362/1391,8-9=-2639/1574 BOT CHORD 2-16=1277/2257,15-16.978/1949,14-15=-978/1949,13-14=-1261/2413, 12-13=-1132/2226,11-12=-1132/2226,9-11=-1380/2449 WEBS 3-16=-407/353,4-16=-89/272,4-14=-384/804,5-14=-514/415,7-13=-175/323, 7-11=-158/369,8-11=317/297 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45fh L=50ft eave=6ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 690 Ib uplift at joint 2,216 Ib uplift at joint 14 and 744 Ib uplift at joint 9. 7)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 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 in=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,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 70'Carhon Elev D T9779581 m11324 B COMMON 3 7 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 31 15:17:44 2016 Page 1 ID: kfiGCA6bx7j2Sy1 H DXFw7ye3KX-eDjbFkguNBVwOB W YAZHukY56apE25AFDcEE9AoyNt2b i -1-0-0 6-11-0 i 13-10-0 1-0-0 6-11-0 6-11-0 Scale=1:24.6 4X4 3 4.00 F12 4 � 2 , to 5 2x3 I I 3x4= 3x4= 6-11-0 13-10-0 6-11-0 6-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.05 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.09 5-8 >999 240 BCLL 0.0 " Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014ffP12007 (Matrix-M) Weight:47 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=511/0-8-0,2=567/0-8-0 Max Harz 2=93(LC 7) Max Uplift4=294(LC 8),2—375(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-819/444,3-4=-818/444 BOT CHORD 2-5=-3381726,4-5=-338f726 WEBS 3-5=0/271 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;8=45ft;L=50ft;eave=6ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 294 Ib uplift at joint 4 and 375 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q WARNING-Verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7673 rev.l0/0 312 0 1 5 BEFORE USE. - Design valid for use only with Mnek®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,seeANSIPP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty 70'Carhon Elev D 79779582 m11324 BH7 BOSTON HIP 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MrTek Industries,Inc. Mon Oct 31 15:17:45 2016 rage 1 ID: kfiGCA6bx7j2Syl HDXFw7ye3KX-7QHzT3hW 8VdneL5kjHo7HidArDVYgXINruziiFyNl2a 15-6-0 21-6-0 1-a 7-a0 ao 7-ao 29--6s-o0 2-a0 13-6-0 14-0,0 7-6oD 19-6o0 10- 23.6-0 26-0 2f30-0 35-0-0 2-0-0 b 1 16 7-0-0 36- THIS COMPONENT IS TO BE USED IN Scale:3116'=1' CONJUNCTION WITH A RIGID DIAPHRAGM. TOP CHORD MUST BE BRACED BY END JACKS, THIS DIAPHRAGM MUST BE CAPABLE OF ROOF DIAPHRAGM,OR PROPERLYf CONNECTED TRANSFERRING ROOF LOADS TO THE GROUND 4.00 12 4x5= PURLINS AS SPECIFIED. J'S (;'', i' WITH NEGLIGIBLE LATERAL DEFLECTIONS. jI 19 '•.t 3x6 9 3x6 Z�' 4 8 22 5x12% 4 6 3x4 24 5x12 J 3 11 15 18 0 2627 21 N n N 1 228 29 ,o N Ifi O 35 34 33 32 31 30 0 4x6= 3x8= 3x4= 4x6— 4x5= 3x6= 7-0-0 14-0-0 21-0-0 28-0-0 35-0-0 7-0-0 7-0-0 7-0-0 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.48 32-33 >875 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.79 32-33 >534 240 BCLL 0.0 ' Rep Stress incr YES WB 0.47 Horz(TL) 0.17 28 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:208 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):11,18,15,7,23 REACTIONS. (Ib/size) 2=1349/0-8-0,28=1349/0-8-0 Max Horz 2=-223(LC 6) Max Uplift2—825(LC 8),28=-825(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3169/1801,3-4=-1 176/631,4-6=-1 123/627,6-8=-1 106/631,8-9=-1 110/655, 9-12=-1090/690,12-14=-1 0941733,14-16=-1093/733,16-19=-1090/690,19-22=-1 110/655, 22-24=-1 106/631,24-26=-1123/627,26-27=-1176/631,27-28=-3170/1802, 3-5=-2261/1428,5-7=-2264/1432,7-10=2264/1432,10-11=-2264/1432, 11-13=-2264/1432,13-15=-2264/1432,15-17=-2264/1432,17-18.2264/1432, 18-20=-2256/1429,20-21=-2256/1429,21-23=-2256/1429,23-25=-2256/1429, 25-27=-2252/1426 BOT CHORD 2-35=-1596/2956,34-35=-1604/2940,33-34=-1604/2940,32-33=-1794/3305, 31-32=-1605/2940,30-31=-1605/2940,28-30=-1596/2957 WEBS 3-33=-206/438,18-33=-458/467,27-32=-203/414,14-15=-277/426 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x3 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 825 Ib uplift at joint 2 and 825 Ib uplift at joint 28. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. WARNING-VeNfy des/gn parameters end READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MRek®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 ITS I bullding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply �70'CarftonElevl) T9779583 m11324 GRA SPECIAL 1 1 Job Reference(optional) C ambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,_Inc..Mon Ucl'31 15;17:46 2016\Pi ge;.t ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-bcrLgPi8vpleGVgwH_JINclzATidyPZ5YW4�GEhyNt2Z 4-1-8 5.7-3 8-2-13 9-8-8 13-10-0 `. I. 14710-0 1-0-0 4-1-8 1-5-11 2-7-9 1-5-11 41'-18_j :t ,i' l .1-0-0 Scale=1:27.4 2.37 F12 4x4= 4x4= _ 4x10= 4x10= 4.00 12 19 4 20 21 5 22 6 3 t2 7 2 8 IN a 12 23 11 10 24 9 • 2x3 I I 3x4= 3x4= 2x3 I I 3x4= 3x4= 4-1-8 5-7-3 8-2-13 1 9-8-8 13-10-0 4-1-8 1-5-11 2-7-9 1-5-11 4-1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.08 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.11 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPl2007 (Matrix-M) Weight:58 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-1-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=770/0-8-0,7=770/0-8-0 Max Horz2=65(LC 7) Max Uplift2—523(LC 8),7=-523(LC 8) Max Grav2=789(LC 17),7=789(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1637/1097,3-19=-1654/1137,4-19=-1636/1125,4-20=-1619/1110, 20-21=-1619/1110,5-21=-1619/1110,5-22=-1636/1123,6-22=1654/1131, 6-7=-1637/1053 BOT CHORD 2-12=-989/1522,12-23=-98411524,11-23=-984/1524,10-11=-1 085/1619, 10-24=-939/1524,9-24=-939/1524,7-9=-945/1522 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10;0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 523 Ib uplift at joint 2 and 523 Ib uplift at joint 7. 7)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)63 Ib down and 114 Ib up at 4-1-8, 85 Ib down and 124 Ib tip at 5-0-0,113 lb down and 146 Ib tip at 5-7-3,60 lb down and 129 Ib up at 5-11-0,60 Ib down and 129 Ib up at 7-11-0,113 Ib down and 146 Ib up at 8-2-13,and 85 Ib down and 124 Ib up at 8-10-0,and 63 Ib down and 139 Ib up at 9-8-8 on top chord,and 6 Ib down and 7 Ib up at 4-1-8,18 Ib down and 15 ib up at 5-0-0,33 Ib down at 5-7-3,39 lb down at 5-11-0,39 Ib down at 7-11-0,33 Ib down at 8-2-13,and 18 Ib down and 15 Ib up at 8-10-0,and 6 Ib down and 7 Ib up at 9-8-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ,9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-54,3-4=-54,4-5=-54,5-6=-54,6-8=-54,13-16=-20 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev.10/032015 BEFORE USE. . Design valid for use only with MITeW 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 verity the applicability of design parameters and property Incorporate this design Into the overall buttding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporaryand permanent bracing MoTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty 70'Carron Elev D �g77g583 7 GRA 1 M11324 SPECIAL 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Induslries;Inc.Mon Oct 31 15:17:46 2016 Page;,,2'! `.l I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-bcrLgPiBvpleGVgwH_l1MgzATidvPZ5YW 4YjGEhyNt2Z; 1 .1 LOAD CASE(S) Standard � � .e •r-� Concentrated Loads(lb) Vert:3=7(B)4=-64(B)5=-64(B)6=7(B)12=-6(B)11=-35(B)10=-35(B)9=-6(B)19=-28(B)20=-60(B)21=-60(B)22=-28(B)23=-18(B)24=-18(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11--7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with M1Iek8 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 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,scoANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job I cuss Truss Type Qty Ply70'Carlton Elev D T9779584 ml 1324 GRB SPECIAL 1 1 Job Reference(optional) •1 Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc,-Mon Oct 31 15;17:47,,2016'Page 1 I D:_kfiGCA6bx7j2Syl H DXFw7ye3KX-3oPjtlfmg6tVt6E7rigbMAjaxl DbI RvglCSpn7yNt2Y 1-0-0 5-0-0 10-3-0 15-6-0 21-6-0 26-2-0 28-1.0. 11 41 35.0-0 i .�. !- 6-ll' ; -0- 5-3-0 5-3-04-8-0 j.; .,• Scale:3/16"=1' = 4.00 12 2x3 I i 4x4 4x8= 3x4= 3x6= 2x3 II 4x4= 9 I 3 25 26 4 27 28 29 5 630 31 32 733 34 35IR 8 N_ 2 10 11 I6 6 6 18 36 37 17 38 16 39 - 15_4041 42 14 4313 12 •3x4= 2x3 II 3x4= 3x6= 5X63x4=3x6= 3x4 3x4= i 5-0-0i 10-3-0 15-6-0 21-6-0 28-1-0 35-0-0 5-0-0 5-3-0 5-3-0 6-M 6-7.0 6-11-0 Plate Offsets(X,Y)-- r3:0-5-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.11 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.17 17-18 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 HOrz(fL) 0.04 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:146 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 REACTIONS. All bearings 0-8-0. (Ib)- Max Horz2=96(LC 7) Max Uplift All uplift 100 Ib or less at joint(s)except 2=-546(LC 8),15=-835(LC 8),14=-542(LC 8),10=328(LC 8) Max Grav All reactions 250 Ib or less at joint(s)except 2=803(LC 17),15=1303(LC 1),14=906(LC 1),10=531(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1684/1053,3-25=1384/936,25-26=-1384/936,4-26=-1384/936,4-27=-288/567, 27-28=-288/567,28-29=-288/567,5-29=-288/567,5-30=-288/567,6-30=-288/567, 6-31=-288/567,31-32=-288/567,32-33=-288/567,7-33=-288/567,7-34=-288/567, 34-35=-288/567,8-35=-288/567,8-9=-616/296,9-10=-644/276 BOT CHORD 2-18=-907/1561,18-36=-902/1574,36-37=-902/1574,17-37=-902/1574,17-38=-838/1384, 16-38=-838/1384,16-39=-838/1384,39-40=-838/1384,15-40=-838/1384, 15-41=-567/412,41-42=-567/412,42-43=-567/412,14-43=-567/412,13-14=-125/571, 12-13=-125/571,10-12=-147/549 WEBS 3-18=0/306,4-17=0/349,4-15=-2031/1286,6-15=-504/480,7-14-430/408, 8-14=-978/572 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 546 Ib uplift at joint 2,835 Ib uplift at joint 15 ,542 Ib uplift at joint 14 and 328 Ib uplift at joint 10. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)257 Ib down and 341 Ib up at 5-0-0, 100 Ib down and 129 Ib up at 7-0-12,100 Ib down and 129 Ib up at 9-0-12,100 ib down and 129 Ib up at 11-0-12,100 Ib down and 129 Ib up at 13-0-12,100 Ib down and 129 Ib up at 15-0-12,100 Ib down and 129 Ib up at 17-0-12,and 100 Ib down and 1291b up at 19-0-12,and 100 Ib down and 129 Ib up at 21-1-4 on top chord,and 83 Ib down at 5-0-0,39 Ib down at 7-0-12,39 Ib down at 9-0-12, 39 Ib down at 11-0-12,39 Ib down at 13-0-12,39 Ib down at 15-0-12,39 Ib do%On at 17-0-12,and 39 Ib down at 19-0-12,and 39 Ib down at 21-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O C S S Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1I1-7473 rev,10103/2015 BEFORE USE. Design valid for use only with MlTek6 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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tanga,FL 33610 Job Truss Truss Type Qty PtyJ 70'Carron Etev D T9779584 m11324 GRB SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mitek Industries;Inc:)Aon Oct 3,1 1517.:47 2016.Page 2'% ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-3oPjtlimg6tVteE7rigbMAjaz1 D61 RvglCSpn7yW2Y LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3—54,3-8=-54,8-9=-54,9-11=-54,19-22=-20 Concentrated Loads(lb) Vert:3=-160(F)18.45(F)25=-60(F)26=-60(F)27=-60(F)29=-60(F)30=-60(F)31=-60(F)32=-60(F)33=-60(F)36=-1 3(F)37=-13(F)38=-1 3(F)39=-1 3(F)40=-13(F) 41=-13(F)42=-13(F)43=-13(F) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. f 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 bullding designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply �70'CarftonElsvD T9779585 ml 1324 GRC HIP 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 31 15:17:48 2016 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-X?z555jORQ?MVopJPPMgvOFhDQUBipipXsCMJZyNt2X F11-:10-10 8-0-0 13-8-0 17-6-0 21-4-0 27-0-0 35-0-0 $6-0-0 1-D-0 8-0-0 5-8-0 &10-0 &10-0 5-8-0 8-0-0 -�.1,:0-0, t.t Scale=1:61.8 5x8 MT1 BHS= 5x8 MT1 BHS= 4.00 FIT 2x3 I I 3x8=3x6= 2x3 11 3 23 24 25 4 26 27 285 6 729 30 31 32 8 N N1 2 g 10 N A jm o O 16 33 15 14 34 35 36 37 13 3812 39 11 3x5 2x3 3x6= 6x10= 6x10= 3x6= 2x3 I I 3x5 i 8-0-0 13-8-0 21-4-0 i 27-01 35-0-0 8.0-0 5-8-0 7-8-0 5-8-0 8-M Plate Offsets(X,Y)-- [2:0-3-14,0-1-81,[3:0-5-4,0-2-81,x8:0-5-4,0-2-8),[9:0-3-14,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.15 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.38 13-14 >680 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:157 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. WEBS 2x4 SP No.3`Except' WEBS 1 Row at midpt 3-14,5-14 4-14,7-13:2x6 SP No.2 REACTIONS. (Ib/size) 2=449/0-8-0,14=3518/0-8-0,9=1218/0-8-0 Max Horz2=-1 09(LC 6) Max Uplift2=-323(LC 8),14-2093(LC 8),9=-780(LC 8) Max Grav2=458(LC 17),14=3518(LC 1),9=1220(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-317/187,3-23=-1062/1902,23-24=-1062/1902,24-25=-1062/1902,4-25=-1062/1902, 4-26.1062/1902,26-27=-1062/1902,27-28=-1062/1902,5-28=-1062/1902, 5-6=-1918/1207,6-29=-1 918/1207,7-29=-1918/1207,7-30=-1918/1207, 30-31=-1918/1207,31-32=-1918/1207,8-32=-1918/1207,8-9=-2666/1597 BOT CHORD 16-33=-1 64/271,15-33=-164/271,14-15=-164/271,14-34=-154/251,34-35=-1 54/251, 35-36=154/251,36-37=-154/251,37-38=-1 54/251,13-38=-154/251,12-13=-1 397/2496, 12-39=-1397/2496,11-39=-1397/2496,9-11=-11 388/2466 WEBS 3-16.171/645,3-14=-2381/1445,4-14=-646/592,5-14=-2622/1675,5-13=-1101/2042, 7-13=-599/556,8-13=-645/411,8-11=-1 69/645 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.opsf;h=12ft;B=45ft L=50ft;eave=6ft Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 323 Ib uplift at joint 2,2093 Ib uplift at joint 14 and 780 Ib uplift at joint 9. ,8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)182 Ib down and 312 Ib up at 8-0-0, 107 Ib down and 173 Ib up at 10-0-12,107 Ib down and 173 Ib up at 12-0-12,107 Ib down and 173 Ib up at 14-0-12,107 Ib down and 173 Ib up at 16-0-12,107 Ib down and 1.73 Ib up at 16-11-4,107 Ib down and 173 Ib up at 18-11-4,107 Ib down and 173 Ib up at 20-11-4,107 Ib down and 173 Ib up at 22-11-4,and 107 Ib down and 173 Ib up at 24-11-4,and 182 Ib down and 312 Ib up at 27-0-0 on top chord,and 411 ib down and 242 Ib up at 8-0-0,79 Ib down and 1 ib up at 10-0-12,79 Ib down and 1 Ib up at 12-0-12,79 Ib down and 1 ib up at 14-0-12,79 Ib down and 1 Ib up at 16-0-12,79 Ib down and 1 Ib up at 16-11-4,79 Ib down and 1 Ib up at 18-11-4,79 Ib down and 1 Ib up at 20-11-4,79 Ib down and 1 Ib up at 22-11-4,and 79 Ib down and 1 Ib up at 24-11-4,and 411 Ib down and 242 Ib up ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �/*�� Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not i.�p a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty 70'Carkon Elev D f f m11324 GRC HIP 1 1 Job Reference o tional 4 - j Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc.-Mon Oct 31,15:17:48 2016 Page 24 ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-X?z555jORQ?MVop'JPPMgvOFhDQUBipipXsCMJZ t2X NOTES- 1 V + 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vett:1-3=-54,3-8=-54,8-10=-54,17-20=-20 Concentrated Loads(lb) Vert:3=-126(B)6=-107(B)8=-126(B)15=-50(B)16=-41 1(13)11=-411(B)12=-50(B)23=-107(6)25=-107(B)26=-107(B)27=-107(B)28=-107(8)29=-107(B)30=-107(B) 32=-107(B)33=-50(B)34=-50(B)35=-50(6)36=50(B)37=-50(B)38=-50(B)39=-50(B) Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 miss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall r bolding design. Bracing indicated Is to prevent buckling of indivkival truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty170'Cathon Elev D T9779586 m11324 J1 MONOTRUSS 2 1 Jeb Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 3115:1.7:49 201,6 Page 1 I ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-?BXUIRkog7D7yOVyltt3Rb6'xq _ent S5zmWxwtbyNt2Wi r -1-0-0 1-0-0 -----� ! r' � J .I 1-0-0 1-0-0 / / Scale=1:6.2 3 4.00 F12 2 ° 1 4 3x4= 1-0-0 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Weight:5 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (Ib/size) 3=10/Medhanical,2=113/0-8-0,4=4/Mechanical Max Horz2=48(LC 8) Max Upiift3=-5(LC 5),2=-127(LC 8),4=2(LC 5) Max Grav3=12(LC 13),2=113(LC 1),4=11(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This tniss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 Ib uplift at joint 3,127 Ib uplift at joint 2 and 2 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEIC REFERANCE PAGEMII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO 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,seeANSIMI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty I Ply 170'Garhon Elev D T9779587 ti 11324 J2 MONO TRUSS 4 1 -'1 y_.;i / ..� ,`�;� �.�."r 4•a Ij 'rm . Job Reference(optional) F, g Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc:Mon Oct 31 15:17:49 2016 Paget;, y ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-?BXUIRkog7D7ybVy7t3Rbo_xg_ Ems5zmWzwr0yN W 1-0-0 2-0-0 { I , 2-0-0 r ' Scale=1:7.9 3 4.00 12 2 i' o 1 4 3x4= 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014[TP12007 (Matrix-M) Weight:8 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=36/Mechanical,2=143/0-8-0,4=21/Mechanical Max Horz2=67(LC 8) Max Uplift3=-30(LC 8),2=-131(LC 8),4=3(LC 5) Max Grav3=40(LC 13),2=143(LC 1),4=29(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft B=45ft;L=50ft eave=6ft;Cat.fl; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 Ib uplift at joint 3,131 Ib uplift at joint 2 and 3 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �■� Design valid for use ody with MITek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication•storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty ['CarhonElevI) 79779588 m11324 J3 MONO TRUSS 21b Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MTek Industries,Inc.,,Mon,Oct 31 15:17:49 2016 Page,,t,• [, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-7BXUIRkOCj7 JyOVy7t3R6o_xgiQmS5imWxwrOyNt2W 1 0 0 3-0-0 j4 i 10 300 1:9.6~ 4.00F1_2 2 1 4 3x4= 3-0.0 r 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:11 lb 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. REACTIONS. (Ib/size) 3=58/Mechanical,2=184/0-8-0,4=31/Mechanical Max Horz2=85(LC 8) Max Uplift3—53(LC 8),2=149(LC 8),4=-3(LC 8) Max Grav3=64(LC 13),2=184(LC 1),4=44(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vu1t=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft B=45ft L=50ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 Ib uplift at joint 3,149 Ib uplift at joint 2 and 3 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANC6 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 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,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss F"lulss, TypeQty Pty 70'CarftonElevD ml 1324 J4 TRUSS 4 1 r Job Reference(optional) T9779569 • Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries;Inc5 on OcI,1 1,5:77:50 2016 Page.1,;q ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-TN5sWnlfy1 udziWg01 pL72EIVVv(_6_AfiTN8yW2V 1-0-0 Seale=1:11.2 3 4.00 F12 r r; , N 2 3x4= 4 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight:14 lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=79/Mechanical,2=227/0-8-0,4=39/Mechanical Max Horz2=104(LC 8) Max Uplift3=-75(LC 8),2=-170(LC 8),4=-3(LC 8) Max Grav3=86(LC 13),2=227(LC 13),4=58(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft B=45ft;L=50ft eave=6ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 Ib uplift at joint 3,170 Ib uplift at joint 2 and 3 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MlT06 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a taus system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall r �• balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,dellvery•erection and bracing of trusses and truss systems,seeANSi/TPI l Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 70'Carhon Elev D T9779590 m11324 J5 MONO TRUSS 11 1 - Job Reference(optional) r•-n r- '�-i t�>'�. !-,.�\ ''� ,. Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries'Inc, Mon Oct 31 15:17:50 2016"Page 1; :'`'� ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-TN5sWnlfy,IE4k6ziWgOI pL51EGeVvL6_AhTNSyNt2V .r 1-0-0 5-0-0 i3 ar Scale=1:12.9 3 4.00 FIT 2 4 3x4= 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 I Vert(TL) -0.04 4-7 >999 240 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-M) Weight:17 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=100/Mechanical,2=274/0-8-0,4=47/Mechanical Max Horz 2=123(LC 8) Max Uplift3=96(LC 8),2=-194(LC 8) Max Grav3=109(LC 13),2=276(LC 13),4=75(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;8=45ft;L=50ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 96 Ib uplift at joint 3 and 194 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MllekO 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 met 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,seeAN51/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply [job 0'Carhon Elev D T9779591 ml 1324 J6 MONO TRUSS 4 1 Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industnes,,Inc:1 Mon Oct 31 15:17 50 201,6:Page 1l I D;_kfiGCA6bx7j2Sy1 H DXFw7ye3KX-TN5sW nlfyi F4k6z W g01_pL2EEEiVvL6 AhT_NSyNt2V 1-0-0 6-0-0I_ - '� 1 1 Scale=1:14.5 3 4.00 12 �y 2 3x4= 4 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 4-7 >831 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lT12007 (Matrix-M) Weight:20 lb 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. REACTIONS. (Ib/size) 3=118/Mechanical,2=316/0-8-0,4=53/Mechanical Max Harz 2=140(LC 8) Max Uplift3=-115(LC 8),2=-21'5(LC 8) Max Grav3=129(LC 13),2=319(LC 13),4=88(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft L=50ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 Ib uplift at joint 3 and 215 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED WEI(REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek6 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 Emil bWdfng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanga,FL 33610 JobTruss Truss Type oty Pty 70'Carlton Elev D T9779592 m11324 J8 MONO TRUSS 11 1 Job Reference(optional) r. 1 F'. rj Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries-loc?:l Mon Oct 31 15:17:51b2016 Page 1-1 •�r, ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-xafEj7lHjLNxMGYu4Y5vXXOtG4edNEMbFDgQliv Nt2U1, _1_p-p 8-0.0 Scale=1:17.7 3 4.00 12 2 1 3x4= 4 8-0.0 8-0-0 Plate Offsets(X,Y)-- 12:0-1-2,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.08 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.21 4-7 >440 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Weight:26 Ib FT=0 LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=161/Mechanical,2=404/0-8-0,4=70/Mechanical Max Horz2=178(LC 8) Max Uplift3—158(LC 8),2=-261(LC 8) Max Grav3=175(LC 13),2=411(LC 13),4=119(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45fh L=50ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 158 Ib uplift at joint 3 and 261 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE A111-7473 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 applicablllty 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• 6 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 JobTruss Truss Type Qty Ply 70'Carlton Elev D 79779593 ml 1324 JA MONO TRUSS 2 1 Job Reference(optional) i;hambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 31,15:17:51.2016 Page 1,, a, j ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-xafEj7lHjLNxMGYu4 pLXXOtKQegTEMbF„Dq`Qlvh.WNt2U,, -1-0-0 2-4-3 I, :I I,i i .�,w ,• 1-0-02.4-3 `:� ',i __, '` i (j Scald :q-5 3 4.OD 12 2 • 1 4 3x4= 2.4-3 2-4-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05' Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) O.OD 2 n/a n/a BCDL 10.0 Code FBC2014/fP12007 (Matrix-M) Weight:9lb FT 0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=43/Mechanical,2=154/0-8-0,4=25/Mechanical Max Horz 2=73(LC 8) Max Uplift3=-38(LC 8),2=-136(LC 8),4=-4(LC 8) Max Grav3=47(LC 13),2=154(LC 1),4=33(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft;B=45ft;L=50ft;eave=6ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 Ib uplift at joint 3,136 Ib uplift at joint 2 and 4 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels”Member end fixity model was used in the analysis and design of this truss. Q WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,net Iva I' a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty 70'Carhon Elev D T9779594 m11324 JB MONO TRUSS 2 1 Job Reference(optional) hambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 31 15:17:52 2016 Page 1 I D:_kfiGCA6bx7j2Sy1 H DXFw7ye3KX-PmCcxTmvUeVo_Q1174eFQm3EQQJ2xNzprPSUAaSLyNt2T -1-2-5 5-5-11 1-2-5 5-5-11 Ej� ;`', " 1.11 � .{{ f = d l cale 1:12.91 3.35 52 , r 2 1 3x4= 4 5511 5-5-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vett(LL) 0.03 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.06 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:19 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=107/Mechanical,2=300/0-8-0,4=51/Mechanical Max Horz2=114(LC 8) Max Uplift3=-99(LC 8),2=-222(LC 8),4=-1(LC 8) Max Grav3=107(LC 1),2=300(LC 1),4=80(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12111;B=45fh L=50ft;eave=6ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 Ib uplift at joint 3,222 Ib uplift at joint 2 and 1 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MmEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 0 Job Truss Truss Type Qty Ply �70'Carfton Elev D79779595 m11324 JC MONO TRUSS 2 1rence o tional Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19—.1.1"ek Induslries,Inc. Mon Ocf 31 15:17:52 2016 Page 1 I D-kfiGCA6bx7j2Sy1 HDXFw7ye3KX-PmCcxTmvuevo_Q74eFQm3EQVA2OLzprPSUAaSLyNt2T 1-1-4 1-0-0 1-1-4 , Scale=)1:6j3 4.00F1_2 2 . 1 4 3X4= 1-1-4 1-1-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n1a BCDL 10.0 Code FBC2014/TP12007 (Matrix M) Weight:5 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=12/Mechanical,2=115/0-8-0,4=8/Mechanical Max Horz 2=50(LC 8) Max Uplift3=-7(LC 5),2=-126(LC 8),4=3(LC 5) Max Grav3=14(LC 13),2=115(LC 1),4=13(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=12ft B=45ft;L=50ft eave=6ft Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 Ib uplift at joint 3,126 Ib uplift at joint 2 and 3 Ib uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I lid f{ 1 I I r 4 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an Indl dual 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 aril bracing of Trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 336100 I „I