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TRUSS PAPERWORK
�. Lumber design values are in accorda,R;w with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: J36608-J36608A - HURTADO I Site Information: Customer Info: Antonio Hurtado Project RECEIVED MiTek USA, Inc. 6904 Parke East Blvd. Model: Tampa, FL 33610-4115 SCANNED Address: 2320 Sneed Road By City: fFbrt Pierce State: FL S� Lude County Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: I I State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design (Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 WindC de: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Loi d: 45.0 psf Floor Load: N/A psf This package includes 13 individual, Truss Design Drawings and 0 Additional Drawings. With rN seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T15426987 A01 10/26/18 12 I T15426988 I A02 1 10/26/18 13 1 T15426989 1 A03G 1 10/26/18 4 1 T15426990 1 V4 1 10/26/18 15 I T15426991 1 V8 110/26/18 16 1 T15426992 I V12 1 10/26/18 1 17 I T15426993 I V16 1 10/26/18 18 I T15426994 I V18 1 10/26/18 19 1 T15426995 1 ZCJ 1 110/26/18 J 110 1 T15426996 I ZCJ3 1 10/26/18 1 Ill I T1 5426997 1 ZCJ5 1 10/26/18 I 112 1 T15426998 1 ZEJ7 1 10/26/18 1 113 1 T15426999 1 ZHJ7 1 10/26/18 NOV Q 2 2.018 Subdivision: yS,�HOP DRAWING / SUBMITTAL REVIEIA ® APPROVED O APPROVED AS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORD NA��yygg�� OF HIS WORK WITH OTHER TRADES AND FULL CMF�IJANCE WTH CONTRACt DOculAENTS The trust drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters providedl by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My licenselrenewal date for the state of Florida is February 28, 2019. Architectonic Inc. Fort Pierce, FL 34950 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 designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g), loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs: MiTek has not independently verified the applicability of the design parameters !or ithe designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall, building design per ANSI/TPI 1, Chapter 2. i I � i tt I11 IV o 39380 e 53 '. STATE OF : 441 S,( N AL':,`�� Illlltl Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October1 Job Ype i1 3x8 5-3-0 5-3-0 5.00 12 T15426987 15 1 Job Reference (optional) 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Oct 26 07:35:38 2018 Page 1 I D.?UdtgrVGpiJtFrpTtgtnJyncNo-?YKOH S PofR2Fm3 KjTmlT1 YkK7fxX?YITb_RNVZyPcPZ 9-10-0 14-4-15 14- -0 19 8 0 21-0-0 4-0-15 4-0-15 0 -1 5-3-0 144 Scale=1:36.4 4x4 = 4 3x4 % 3x4 3 5 9 6X8 = 10 8 a 1X4 II 1X4 II 6 7 I$ 3.00 12 3x8 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 2010 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.28 9-10 >840 240 MT20 244/190 TCDL 15i0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.53 9-10 >446 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.33 6 n/a n/a BCDL 110i0 Code FBC2017/TPI2014 Matrix -MS Weight: 84 lb FT = 0% LUMBER CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD 4-0-0 oc bracing. WEBS I 2x4 SP No.3 REACTIONS. (lb/size) 2=974/0-8-0, 6=974/0-8-0 Max Harz 2=232(LC 9) Max Uplift 2= 494(LC 12), 6=494(LC 8) Max Grav 2=1216(LC 17), 6=1216(LC 21) FORCES. (Ib - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4112/1514, 3-4=-3165/936, 4-5=-3165/974, 5-6=-4026/1268 BOT CHORD 2-1 0=1 483/3939, 9-10=149513969, 8-9=1047/3728, 6-8=-1039/3698 WEBS I 4-9=520/1953, 5-9=1048/753, 3-9=1000/696 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: A3C 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Open, GCpi=0.00; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates ctiecl ed 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/rPI 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 494 lb uplift at joint 2 and 494 lb uplift at joint 6. 8) Waring: iAdditional permanent and stability bracing for truss system (not part of this component design) is always required. I 'Thoigas A,'Altian.,i P.E tVo.39900 �� � h17ekUSA; Inc._fL'GeR8934 890G_pa�ki &I6lpd. Tampa FL.33610 Date: October 26,2018 AWARN111G. Wdfyd..1gn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. -- Design valid for tise only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUVIII Quality Criteria, 6SB.49 and BCSI Building Component safety Infoimailon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa,FL 36610 Job �1 I I i 1i Truss 4e Qty Ply HG'k,r, 0 i I T15426988 36606A A02 HIP 1 1 Job Reference (optional) ast Truss, Ft. Pierce, FL 34946 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Oct 26 07:35:39 2018 Page 1 ID:7UdtgrVGpiJtFrpTtgtnJyncNo-TkumUoQQQIA6ODw1 UpialGW13Gek4PcgeAwl?yPcPY 1 4-01 4-10-1 9-0-0 10 8 0 14-9-15 19-M 21-M , 1,44 4-10-1 4-1.15 1-8-0 4-1-15 4-10-1 Scale = 1:37.0 4x4 = � 4x8 = 4 5 I 3x8 J.VU I IL 4-10-1 9-1-0 10� 8 14-9-15 1948-0 4.10-1 4 3-7 10 4-0-7 4-1 D-1 Plate Offsets N.YI— 12:0-0-10.Edoel. 15:0-5-4.0-2-01. 17:0-0-10.Edoel. 110:0-2-0.0-2-121 3x8 LOADING (psf) SPACING- 2-0-0 CSj. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.27 11-12 >888 240 MT20 244/190 TCDL 1 15I0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.51 9-10 >461 180 BCLL OA Rep Stress Incr YES WB 0.32 Horz(CT)' 0.32 7 n/a n/a BCDL 110'l0 Code FBC20171TPI2014 Matrix -MS Weight: 87 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc purlins. BOT CHORD 2x4 SP No.1 `Except* BOT CHORD 4-0-0 oc bracing. 10-11: 2x4 SP No.2 WEBS 2x4 SP No.3 I REACTIONS. (lb/size) 2=974/0-8-0, 7=974/0-8-0 Max Horz 2=215(LC 9) Max Uplift 2=490(LC 12), 7=490(LC 8) Max Grav 2=1236(LC 17), 7=1236(LC 21) FORCES. I (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4185/1481, 3-4=-3365/1006, 4-5=3181/1001, 5-6=3307/913, 6-7=4017/1259 BOT CHORD 2-12=1443/3993, 11-12=-1455/4028, 10-11=705/3055, 9-10=-1045/3721, 7-9=1035/3688 - WEBS 3-11=793/585, 4-11=-197/988, 5-10=-228/985, 6-10=-844/638 I NOTES- 1) Unbalanced,roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. lit; Exp C; Open, GCpi=0.00; MWFRS (directional); 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) Bearing at joint(s) 2, 7 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 490 lb uplift at joint 2 and 490 lb uplift at joint 7. 9) Warning: IAdditional permanent and stability bracing for truss system (not part of this component design) is always required. i T,horraskAlbani PS No.39.380, IN Tek 6SA; Inc. EL'.Cerf6634 =6904 Parke EasfE,Ivd; TampaFC33610 Date; October 26,2018 AWARNING - Vedly 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 Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, note at ss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall buing design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe k� Is always required for stability and to prevent collapse with possible personal 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 Infohn Ion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 6i Truss C'ype Qty Ply HUM-060 I T15426989 BA A03G HIP GIRDER 1 1 � Job Reference (optional) fuss, Ft. Pierce, FL 34946 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Oct 26 07:35AI 2018 Page 1 ID:7 UdtgrVGpiJtFrpTtgtnJyncNo-P7OXvUSgyMQgdX2H8vrAfAMIIsxYCpKvHyfl 6uyPcP W 3-10-1 7.M 9-10.2 12-8-0 15-9-15 19-8-0 21-0-0 , 3-10-1 3-1-15 2-10-0 2-10-0 3-1-15 3-10-1 14-0 Scale=1:37.0 I 5.00 12 3x4 j.x8 3 M18SHS A 2 13 �I1 2x4 I I 1 3.00 12 4x8 M18SHS = 4x8 M18SHS = 3x4 = 4 20 5 21 6 3 10-1 7-1- 8 12 6 8 15-9-15 19-8-0 3-10-1 33-7 5-5-0 33-7 3-10-1 Plate Offsets (KY)—r2:0-8-0,0-0-141.14:0-5-0.0-2-41.16:0-5-0.0-2-41.18:0-8-0.0-0-141 rll:0-5-0 0-4-81.rl2:0-5-0 0-4-81 LOADING(pel) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20I0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.63 11-12 >372 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.89 11-12 >264 180 M18SHS 244/190 BCLL 0;0 - Rep Stress Incr NO WB 0.99 Horz(CT) 0.56 8 n/a n/a BCDL 110!0 Code FBC2017/TPI2014 Matrix -MS Weight: 104 lb FT = 0% LUMBER- l BRACING - TOP CHORD 2.4 SP 285OF 1.8E *Except* TOP CHORD Structural wood sheathing directly applied or 1-5-1 oc puffins. 4-6: 2x4 SP No.1 BOT CHORD 3-6-0 oc bracing. BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1720/0-8-0, 8=1767/0-8-0 Max Harz 2=173(LC 37) Max Uplift 2=1199(LC 12), 8=1225(LC 8) Max Grav 2=2297(LC 45), 8=2346(LC 49) FORCES. l (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9292/4856, 3-4=-10131/5321, 4-5=9688/5126, 5-6=9804/5104, 6-7=-10296/5338, 7-8=9381/4808 BOT CHORD 1 2-13=-4573/8777, 12-13=-4643/8909, 11-12=5427/10399, 10-11=-4436/8859, 8-1 Q=4368/8727 WEBS 3-13=-488/313, 3-12=-1112/1579, 4-12=1672/3343, 5-12=-1016/756, 5-11=671/508, i 6-11 =1 568/3222, 7-11=1240/1722, 7-10=-488/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCB 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C Open, GCpi=0.00; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All prateslare MT20 plates unless otherwise indicated. 5) Plates che*d 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1199 lb uplift at joint 2 and 1225 lb uplift at joint 8. 10) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 335 lb down and 305 lb up at 7-0-0, 326 lb down and 308 lb up at 9-0-12, and 326 lb down and 308 Ib up at 10-7-4, and 748111 down and 616 lb up at 12-8-0 on top chord, and 454 lb down and 265 lb up at 7-1-8, 97 lb down and 22 lb up at 9-0-12, and 97 lb down and 22 lb up at 10-7-4, and ThtimeskAlbaiii PE 1,16J 8U 454 lb down and 265 lb up at 12-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of A1iTek USA; Inc. -FL Cert 8634 others. I 11) Warning; Additional permanent and stability bracing for truss system (not part of this component design) is always required. 00iifke 6St:6ivdrTampa FLI33818 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date: October 26,201$ AWARNING • Verify design paramefed and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7479 rev. 10/07/2075 BEFORE USE. Design valid far 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.i 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 ANSUTPH quality Criteria, DSB-89 and BCSI Building Component Safety Info available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. IrmalIon Tampa,FL 36610 i 'I Truss ✓`-'ype Qty Ply Hun -AdO I I T75426989 16608A A03G HIP GIRDER 1 1 I I Job Reference (optional) ist Truss, Ft. Pierce, FL 34946 8.220 s Oct 6 2018 MTek Industries, Inc. Fri Oct 26 07:35:41 2018 Page 2 ID:7UdtgrVGpiJtFrpTtgtnJyncNo-P70XvUSgyMQgdX2H8vrAfAMIIsxYCpKvHyfl6uyPcPW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-6=-70, 6-9=70, 12-14=20, 11-12=20, 11-17=20 Conc0trated Loads (lb) Vert: 4=140(F) 6=-303(F) 12=-333(F) 11=333(1`) 20=140(F) 21=140(F) 22=74(F) 23=74(F) I I A WARNIEG • v6dl y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312016 BEFORE USE. Design valid for;use only with Mrrew 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 iTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI7 Quality Criteria, Dsl3$9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Qty Ply HURTAC T15426990 East Coast Trss, Ft. Pierce, FL 34946 1 2x4 r Lrype Valley 2-0-0 2-M 5.00 12 2 1 1 Job Reference o 8onal 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Oct 26 07:35:44 2018 Page 1 ID:7UdtgrVGpiJtFrpTtgtnJyncNo-gihfYVUZFHoPU_nsgl PIHp_UB48TPOcM_wuhjCyPcPT 4-0-0 2-0-0 3x4 = 2x4 3 Scale = 1:7.5 LOADINGI (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I)deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 115.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999 BCLL d.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10i 0 Code FBC2017rrPI2014 Matrix-P Weight: 10 lb FT = 0% LUMBER -I BRACING - TOP CHORD 12x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No' 3 BOT CHORD 4-0-0 oc bracing. REACTIONS.1 (lb/size) 1=114/4-0-0, 3=114/4-0-0 I Max Horz 1=27(LC 5) Max Uplift 1=53(1_C 12), 3=53(LC 8) Max Grav 1=140(LC 17), 3=140(LC 21) FORCES. (Iti) -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=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Open, GCpi=0.00; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 be6een the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) Waming:l Additional permanent and stability bracing for truss system (not part of this component design) is always required. I I Thomas'A' Albalii PE 96:39380 I "h9iTek,USA; Inc.�Fl: Cert�8634 8904 Parke Easf.Blyd: Tampa Fc:3 e 0 Date:< October 26,2018 WARNING - Veri/y design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. -- Design valid for'LLuse only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �• a truss systbm. Pore 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 Mire 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 ANSIr Pit Quality Cdterla, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 I Job j "I Truss � "T pe Qty Ply HURTAD0 T15426991 J38608 136608A V8 Valley 1 1 � Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Oct 26 07:35:45 2018 Page 1 I ID:?UdtgrVGp[JtFrpTtgtnJ,yncNo-luF2lrVBObxF68M3Nkv6gOWZ6TTw8rFVCadEFfyPcPS ' 4-0-0 } 8-0.0 4-0-0 4-0-0 I Scale=1:14.6 4x4 = 2x4 1x4 II 2x4 8-0-0 LOADINGI (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 1200 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL lio Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCDL 10�0 Code FBC20171TP12014 Matrix-P . Weight: 24 lb FT = 0% LUMBER-1 I BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. BOT CHORD , 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=146/8-0-0, 3=146/8-0-0, 4=297/8-0-0 j Max Horz 1=68(LC 5) Max Uplift 1=94(LC 12), 3=105(LC 8), 4=83(LC 12) Max Grav 1=191(LC 17), 3=200(LC 21), 4=352(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS l 24=-270/132 NOTES- j 1) Llnbalanceclroof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Open, GCpi=0.00; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 beflween the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Gt=lb) 3=105. 8) Waming:lAdi itional permanent and stability bracing for truss system (not part of this component design) is always required. I i I I ThomasA:AlbaniPE96 93130 j '.Ali ' 'SA; Inc: C&ft.kU 890d Parke Eajo-Nd: Tampa Fv3610 :Date: IJGLUUCI LU,LU 10 1 AWARNING. 6ifydesigp..fors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7472 rev. 1010312016 BEFORE USE. Design valid for�use only with MTekO 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 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 iT@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 ANSVTPI1 Quality Criteria, DSB89 and BCSI Building Component Safety Info mtatIon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke Fast Blvd. Tampa, FL 36610 Job I •1 Truss h.U: ,:Type City Ply HURTADO T15426992 J36608-J36608A V12 Valley 1 1 Jab Reference a tional Cast Boast 1 russ, R. rierce, rL d4`J4o 8.LN s Vot o N I o NO urr uk musutes, rrly. rOut Go vr:Jv:Y r Gu ro rag. , Ili ID:7UdtgrVGpiJIFrpTtgtnJyncNo-P7OXvUSgyMQgdX2H8vrAfAMvUs7mClevHyfl6uyPcPW 6-0-0 12-0-0 6-0-0 6-0-0 Scale = 1:18.9 I 4x4 = 1 3 ;3x4 G 1x4 II 1x4 II 1x4 II 3x4 12-M 12-M LOADINGI (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 120 0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999 BCLL I Oi 0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix-S Weight: 41 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 4-0-0 oc bracing. OTHERS 2x4 SP No.3 I li REACTIONS.I All bearings 12-0-0. (lb) Max Horz 1=110(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=239(1-13 8), 8=-239(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=444(LC 21), 8=444(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS I 4-6=-359/264, 2-8=359/265 I 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=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Open, GCpi=0.00; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 miss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 5 except (A=lb) 6=239, 8=239. 8) Waming:IAdditional permanent and stability bracing for truss system (not part of this component design) is always required. i i I I I I I Thomas.4. Atbafij PE IJo.193811 `MiTekbtkiric'k&ftIi 3 690d Parke Easf:Blyd Tampa FL:39610 . 0atet October 26,2018 WARNI G - YerUy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. -- • Design valid forluse only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. building design. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required fabrication, storage, for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the delivery, erection and bracing of trusses and truss systems, see Safety infoimatlon ANSIrrPi1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 East Coast Truss, Ft. Pierce, FL 34946 8.220 s Oct 6 2018 MiTek Industries, Inc. Fri Oct 26 07:35:42 2018 Page 1 ID:7 UdtgrVGpiJtFrpTtgtnJyncNo-tJav7gSljgYhFhd UicNPCO u2jGS DxTW WcPae KyPcP V i 8-0-0 - 16-0-0 8-0-0 8-0-0 Scale = 1:25.3 4x4 = 3 8 7 6 ` 3x % 1x4 II 1x4 II 1x4 II 3x4 16-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefi r L/d PLATES GRIP TCLL 20;0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15!0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 010 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 55 lb FT = 0% LUMBER-' BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (Ib) - Max Horz 1=152(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 7 except 6=-309(LC 8), 8=309(1_C 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=353(LC 17), 6=554(LC 21), 8=554(LC 17) FORCES. I (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS I 3-7=275/105, 4-6=465/349, 2-8=-465/349 NOTES- ' I 1) Unbalancedlroof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II;. Exp C; Open, GCpi=0.00; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 6=309, 8=309. 8) Waming:lAdiiitional permanent and stability bracing for truss system (not part of this component design) is always required. �I I Thomas kAl6ani FE 96493iid A1iTekUSA;dart 6634 ' 6904:R@(ke DsolvdrTampa FL 33eh Date: October 26,2018 AWARNING Design - for Yerlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312016 BEFORE USE. MTek® This design is valid ' a truss system. ;use only with connectors. based only upon parameters shown, and is for an Individual building component, not Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall �• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTP11 Quality Criteria, DSB49 and BCSI Building Component Safety Infomratlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss 5_ rype Qty Ply Hu'rt1ADO Tt5426994 J3660B-J3660BA V18 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Oct 6 2018 MiTek Industries, Inc, Fit Oct 26 07:35:43 2018 Page 1 I D:?Udtq rVGpiJtFrpTtgtnJ,yncNo-MV8HK9TwU_gYsrCgGKuekbRBYg nEgwXCIG88AmyPcP U 9-0-0 18-0-0 9-M 9-0-0 I Scale=1:28.4 4x4 = 3x4 % 8 7 6 3x4 J 1x4 II 1x4 II 1x4 II 18-M LOADINGI (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(ILL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a - n/a 999 BCLL 0.0 - Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 101.0 Code FBC2017lrP12014 Matrix-S Weight: 63 lb FT = 0% I 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 4-0-0 oc bracing. OTHERS 12x4 SP No.3 REACTIONS.1 All bearings 18-0-0. (lb) = Max Horz 1=173(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-353(LC 12), 6=353(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=315(LC 17), 8=640(LC 17), 6=640(LC 21) FORCES. (I 1) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=530/395, 4-6=530/395 NOTES- I I 1) Unbalancedjroof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Open, GCpt=0.00; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plates cljecked 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 lb uplift at joint(s) 1, 5, 7 except at=lb) 8=353, 6=353. 8) Warning:' Add'dional permanent and stability bracing for truss system (not part of this component design) is always required. I I I I I I I i I I i Thorna5A'A16ari1 PE No.39380 MiTek USA; Iric;FLCeit dig -8904`perkelaskBlvd:Tampa FL4339111 bate; October 26,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7473, rev. 10/0312ofS BEFORE USE. -- Design valid forluse only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. building design.) is Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ' MiTek` always required fabrication, storage, Safety Information for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. 1 1 Tampa, FL 36610 Job ' Truss Type Qty Ply HURTADO i T15426995 J26608.136608A zCJ1 JACK -OPEN 4 1 1 Job Reference (optional) Cast l.udbl muss, rt. melee, 40 ele, rL Jgy 0.44U s UCl 0 LU 10 IVII I ex InQUSUIeb, Inu. rn UGr LD Ur so:go 4U 10 rage 1 I D:?UdtgrVGpiJtFrpTtgtnJyneNo-m4pQyBWpmv36klxFxSRLM E3nztsxd6eRENon 5yPcPR .1-4-0 0-11.4 1-4-0 0-11-4 3x4 Scale = 1:6.4 LOADINGI (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 >999 180 BCLL 0.0 - Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 5 lb FT = 0% LUMBER -I BRACING - TOP CHORD I 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 12x4 SP NO3 BOT CHORD 4-0-0 oc bracing. REACTIONS, (lb/size) 3=4/Mechanical, 2=193/0-8-0, 4=16/Mechanical Max Horz 2=78(LC 12) Max Uplift 3=5(LC 17), 2=159(LC 12), 4=23(LC 17) Max Grav 3=4(LC 12), 2=270(LC 17), 4=19(LC 12) FORCES. (lb I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- I 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Open, GCpi=0.00; MWFRS (directional); 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 miss 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=159. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. I I i Thomas kAlbaei k NOA39 8-0 ' MTekUSA;.Inc FC'Cert_fi694 6904'Parke Eastlif ; Tampa FL,33610 Date' October 26,2018 eWARNI O - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE M1I.7473 rev. 10/03/1015 BEFORE USE. Design valid tor1use only with MiTekG connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. refore 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 is MiTek' 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 ANSI1TPI1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 I � I .I Job ' J$6608-J3660I8A East Coast Thus E Qty Iply 0 T15426996 FL 34946 8.220 s Oct 6 2018 MTek Industries, Inc. Fri Oct 26 07:35:46 2018 Page 1 I D:?UdtgrVGpiJtFrpTtgtnJyncNo-m4pQyB Wpmv36klxFxSRLME3nztq?t16eRENon5yPcPR -1.4-0 2-11-4 i 1 4-0 2-11-4 3x4 Scale = 1:10.6 I LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.6 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 - Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT = 0% LUMBER BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing. REACTIONS (lb/size) 3=75/Mechanical, 2=239/0-8-0, 4=34/Mechanical Max Horz 2=147(LC 12) Max Uplift 3=82(LC 12), 2=156(LC 12), 4=-4(LC 12) Max Grav 3=116(LC 17), 2=320(LC 17), 4=51(LC 3) FORCES., (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. II NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Dpsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Open, GCpj=0.00; MWFRS.(directionai); 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 girders) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Providelmechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=156.1 1 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas k"Albani PE No.39360 MiTek USA; Inc:;F1'Ceif 6694 6904 -.1)arke East:Blvd: Tampa FL-33610 Date: October 26,2018 ®WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll•7479 rev. 1010312015 BEFORE USE. Design valid at as system. for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not 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' ( s alwayslrequired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Is safety Information storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke Fast Blvd. Tampa, FL 36610 Job ` Truss type CityPty F:L..,°'�d0 � T15426997 J36608-J36608A ZCJ5 JACK -OPEN 4 1 Job Reference o tional East Coast Truss, Ft Pierce, FL 34946 8.220 s Oct 6 2018 MTek Industries, Inc. Fri Oct 26 07:35:47 2D18 Page 1 I D:7UdtgrVGpiJtFrpTtgtnJyncNo-EGNoAXWRXCBzLS WRV9yavRcrU H3UdMogu6LJXyPcP Q -1-4-0 4-11-4 t-4-0 4-11-4 Scale=1:14.7 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.07 4-7 >786 180 BCLL 6.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 0% LU MBER I BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHiRDI 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing. REACTIONSi (lb/size) 3=143/Mechanical, 2=320/0-8-0, 4=65/Mechanical Max Horz 2=217(LC 12) Max Uplift 3=156(LC 12), 2=188(1_C 12), 4=8(LC 12) Max Grav 3=219(LC 17), 2=422(LC 17), 4=91(LC 3) FORCES. (Ib) -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=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Open, GCpi=0.00; MWFRS (directional); 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) Bearing at joints) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity oft bearing surface. 7) Provide' mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=156, 2=188. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ThomasArAlb ni PE NoJ080 MTek USA; Inc: F1'Cert 6684 8904 Parke Eas4v&tT nlpa FL 33fi10 Date: October 26,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valld For use ontywith MTek® 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 fabdeation, storage, for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety rnformatlon available from Truss Plate Insthute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 I I Job ' Truss Type Qty Ply f " ADO T15426998 J76608-J36608A ZEJ7 JACK -OPEN 4 1 I Job Reference o tional test toast I russ, ht. Fierce, FL 3494b B.ZZU s Uct b ZU1d MI I eK Industries, Inc. F❑ UCt Zb Uy:3b:48 ZUItl Page 1 I D:TUdtgr VGp iJtFrpTlgtnJyncN o-iTxANtX31 WJgzc5e3tTpRfByNhNpLCbxvYsysyPcPP 7 1-4-0 7-0-0 1-4, 7-0-0 1 3x4 Scale = 1:19.1 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CS1. TC 0.94 BC 0.77 WB 0.00 Matrix -MP DEFL. in (loc) Well L/d Vert(LL) 0.20 4-7 >416 240 Verl(CT) -0.29 4-7 >284 180 Harz(CT) -0.03 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 24 lb FT = O% LUMBER!, BRACING - TOP CHORD' 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CH6RD� 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. REACTIONS! (lb/size) 3=210/Mechanical, 2=410/0-8-0, 4=94/Mechanical Max Harz 2=290(LC 12) Max Uplift 3=230(1_C 12). 2=226(1_C 12), 4=1 O(LC 12) Max Grav 3=322(LC 17), 2=535(LC 17), 4=132(LC 3) FORCES.' (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Open, GCpi=0.00; MWFRS (directional); 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) Bearing�at Joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Providelmechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=230, 2=226. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. li I I I I Thomas A: Albarii P,ENo.1080 -.MiTek USA; Inc FL"Cerf 6634 8400irkli 6i BlpdrTarrlpa FL:33610 Date: October 26,2018 ®WARNING'- Design valid Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7477 rev. 1010312015 BEFORE USE. ?or use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ° a truss system. building design. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is ahvayslrequired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, Safety Information storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa,FL 36610 Job • Truss type Qty Ply F,c, JO T15426999 Ja6608-J36608A ZHJ7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Oct 6 2018 MTek Industries, Inc. Fri Oct 26 07:35:49 2018 Page 1 ID:? UdtgrVGpiJtFrpTtgtnJyncNo-Af VYb DYh3gRhbmfgca?2_shG45jS4bx57Cb SOQyPcPO 9.10.1 r-1-10.10 i 4-2-15 5.3.5 7-0�14 9A-1 i9-&9 1-10-10 4-2-15 1-06 139 2-3-3 049 0-1-8 Scale = 1:22.1 3x4 9.95 4-2-15 S-35 7-0.14 9-4-1 4-2-15 1A-6 139 2-3-3 048 0-0-12 LOADING (P;sf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 10 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.14 9-10 >843 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 43 lb FT = 0% LUMBER BRACING - TOP CHORDI 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing. WEBS 1 I 2x4 SP No.3 REACTIONSf (lb/size) 6=262/Mechanical, 2=632/0-9-13, 7=288/Mechanical Max Horz 2=278(LC 12) Max Uplift 6=203(LC 12), 2=418(LC 12), 7=226(LC 12) Max Grav 6=366(LC 44), 2=856(LC 44), 7=402(LC 44) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORDI 2-3=-2310/1158, 3-4=-17531942 BOT CHORD 2-1 0=1 284/2294, 9-1 0=1 290/2310, 8-9=1101711756 WEBS 4-9=-186/462, 3-9=533/259, 4-8=-1827/1056, 5-8=213/367 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Open,. GCpi=0.00; MWFRS (directional); 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) Bearing'at joint(s) 2 considers parallel to grain value using ANSlrrPI 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 100 lb uplift at joint(s) except (jt=lb) 6=203, 2= 18, 7=226. 8) Hanger(s) Or connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 182 lb up at 4-2-15, 193 lb down and 182 lb up at 4-2-15, and 283 lb down and 259 lb up at 7-0-14, and 283 lb down and 259 lb up at 7-0-14 on top chord, and 4 lb down and 4 lb up at 14-16, 4 lb down and 4 lb up at 14-15, 24 lb down and 21 lb up at 4-2-15, 24 lb down and 21 lb up'at 'I4-2-15, and 59 lb down and 27 lb up at 7-0-14, and 59 lb down and 27 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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(P) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thoinii I'Albani PE No.19380 Uniform Loads (plf) hliTek USA; Inc;-FL`GeR.8634 Vert: 1-6=70, 7-11=20 Concentrated Loads (lb) ' 6904 Parke East Blvd: Tampa FL33610 Vert: 10=13(F=6, B=-6) 9=73(F-36, B=36) 4=88(1`=-44, B=44) Dater' i October 26,2018 AWARNING,- Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/0312015 BEFORE USE. ° Design valid for use only with MTek® 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 alwayslrequired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatio Safety Information , storage, delivery, erection and bracing of trusses and truss systems, see ANSII P11 quality Criteria, DSB-69 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. l Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 14_13j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11B. For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 X 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing I if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction._ DSB-89: Design Standard for Bracing. —BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS o C1-2 C2-3 ov 4 WEBS O cc �Q a O U F- c -8 C&7 C. BOTTOM CHORDS 8 7 6 5 0 of O 2 U EL F- JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESRA311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and. all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back; words and pictures) before use. Reviewing pictures alone is not sufficient 20. Design assumes manufacture in accordance with ANSIfrPI 1 Quality Criteria.