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HomeMy WebLinkAboutTRUSSidl .MiTek® Lumber design v These truss desi SCANNED BY St Lucie County s are in accordance with ANSI/TPI 1 section 6.3 rely on lumber values established by others. RE: J34453-J34453A - Crull Off ice/StoragNNE U MiTek USA, Inc. ek; Site Information: Tamp Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Summit Const. Mgmt. Project Name: Cruli Office/Storage Model: Lot/Block: Subdivision: Address: ..1.937.N .Old Dixie Hwy City: Ft'Pierce / St Lucie'Co 'State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Lice se #: Address: City: Sta e: General Truss Engineering Criteria & Design Loads Loading Conditions): Design Code: FBC20141TP12007 Desig Wind Code: ASCE 7-10 [All HeighII Wind Roof Load: 47.0 psf Floor This package includes 17 individual, Truss Design Dral With my seal affixed to this sheet, I hereby certify that I conforms to 61 G15-31.003, section 5 of the Florida Bo, No. Seal# I Truss Name I Date 1 T12875429 1 AO 11/4/18 12 1 T12875430 1 A02 1 1/4/18 13 1 T128754,31 1 A03 1 1/4/18 14 1 T12875432 1 A04G 1 1/4/18 15 1 T1 2875433 1 BO1 1 1/4/18 6 I T12875434 1 B02 1/4/18 7 1 T12875435 1 B03 1/4/18 18 1 T12875436 1 B04 1 1/4/18 19 1T128754371 B05 1 1/4/18 1 110 1 T12875438 1 B06 1 1/4/18 Ill I T12875439 1 B07 1 1/4/18 112 1 T12875440 1 B08G 1/4/18 113 1 T12875441 1 ZCJ1 1 1/4/18 114 1 T12875442 1 ZCJ3 1 1/4/18 1 115 I T12875443 1 ZCJ5 1 1/4/18 116 I T12875444 1 ZEJ7 1 1/4/18 117 I T12875445 1 ZHJ7 1 1/4/18 Truss Design Drawings Show Special Program: MiTek 20/20 8.1 peed: 170 mph ,oad: N/A psf gs and 0 Additional Drawings .y'- t I the Truss Design.E((��ggI igei�rt�i his dex sheet of Professi6ha-1 =M, jeers Rules. F OPDRAWING / SUBMITTAL REVIEWAPPROVED I3 APPROVED AS NOTED REVISE AND RESUBMIT Q 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, Co NATION OF HIS WORK WITH OTHER TRADES AND FULL M CE THCONTRACTDOCUMENTS By. Architectonic Inc. Fort Pierce, FL 34950 The truss drawing(s) referenced above have been prepared py MiTek USA, Inc. under my direct supervision based on th parameters provided by East Coast Truss. Truss Design Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2019. 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), wpich were given to MiTek. Any project specific information included is for MiTek' customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability ofl the design parameters or the 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. S. Mq-0� .i .��.. GENS' No 53681 3 STATE OF :�441 .0• Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 4,2018 Magid, Michael 1 of 1 Job Truss Truss Type Oty Pty Crull Office/Stor test t;oasi i russ, m. vierce, t-L 34`J4b -2-0-0 6-3-14 2_M 6-3-14 5.00 12 1x4 \\ 3 3x4 = IDJ 12-M 5-8-2 4x6 = 4 9 3x4 = o tional Job Reference 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:49:49 2017 Page 1 FLAFOlmMuYEnzygMZY-CpGvxMU93OLo51 DnCo4cTmecUwLgihuESZIHh2ydir0 17-8.2 24-0-0 26-0-0 5.8-2 6-3-14 2-0-0 Scale: 1/4"=l' 8 5x5 = 1 x4 5 6 1x4 II �b7 I� 3x4 = _ F9aie VRsets(X.Y)- 11:U-2-'L,U-U-61.1/:U-Z-"L.U-U-r31. I6:U-2-tl.U-3UI 5.00 12 1x4 \\ 3 3x4 = IDJ 12-M 5-8-2 4x6 = 4 9 3x4 = o tional Job Reference 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:49:49 2017 Page 1 FLAFOlmMuYEnzygMZY-CpGvxMU93OLo51 DnCo4cTmecUwLgihuESZIHh2ydir0 17-8.2 24-0-0 26-0-0 5.8-2 6-3-14 2-0-0 Scale: 1/4"=l' 8 5x5 = 1 x4 5 6 1x4 II �b7 I� 3x4 = _ F9aie VRsets(X.Y)- 11:U-2-'L,U-U-61.1/:U-Z-"L.U-U-r31. I6:U-2-tl.U-3UI LOADING (psf) SPACING- 2-0-0 CSI. D FL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vbrt(LL) 0.15 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber COL 1.33 BC 0.72 Vert(TL) -0.29 8-9 >992 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 HI rz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS r Weight: 113 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 B T CHORD 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be Installed -during truss erection, in accordance with Stabilizer Installation guide. REA07IONS. (lb/size) 2=1272/0-8-0, 6=1272/0-8-0 Max Horz 2=223(LC 6) Max Uplift 2=820(LC 8), 6=-820(LC8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2119/1183, 3.4=-1859/1098, 4.5=1858/1098, 5-0=2119/1183 BOT CHORD 2-9=891/1883, 8-9=-460/1281, 6-8=891/1883 WEBS 4-8=299/618, 5-8=429/417, 4-9=-299/618, 3-9= 429/417 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust). Vasd=1 32mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; B=55ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; LumberbOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any o her live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas wh I re 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 820 lb uplift atjoint 2 and 820 lb uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE. USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is forlan Individual building component, not • ^ a truss system. Before use, the building designer must verify the applicability of design parameters and property, Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIn Pl1 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. 1 Tampa, FL 366110 Job Truss Truss Type Qty Ply Crull Office/Storage I T12026794 J34453-J34453A A02 Hip 2 1 Job Reference o tienal East Coast Truss, Ft. Pierce, FL 34946 8.131) s Sep 11 2017 MiTek Industries, Inc. Thu Sep 14 12:49:51 2U17 Page 1 ID:koo SjS06FLAFOlmMuYEnzygMZY-BBOgM2WPbdbWLLNAJD64ZBiybj2TAY7XvtEObrydir 2-M 5-9-14 11-0-0 13-M 18-2-2 24-0-0 26-0-0 2-0-0 5-9-14 5-2-2 2-M 5-2-2 5-9-14 2-0-0 Scale: 1/4"=1' 4x4- • — 4x4 = — 4 5 i 5.00 12 3x4 % 3x4 3 6 v 4 1x4 II 2 M 15M 7 1x4 II 1 , • 8 j{ 12 11 10 9 3x4 = 1x4 II 3x4 = 5x5 = 1x4 II 3x4 = 5-9-14 -0 -0 5-9-14 e2 2-0-0 5-2-2 5-9-14 Plate Offsets KY1:0-2-2 0-0-8 8:0-2-2 0-0-8 10:0-2-8 030 LOADING (psf) SPACING- 2-0-0 CSI. DEfL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Ve it(LL) -0.14 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.70 Ve (TL) -0.26 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 He Ir (TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014/rP12007 _ Matrix -AS Weight: 122 lb FT = 0% LUMBER- B CING- TOP CHORD 2x4 SP No.2 - TOIi CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 — BO CHORD 6-6-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1272/0-8-0, 7=1272/0-8-0 Max Horz 2=-207(LC 6) —Max Uplift 2=820(LC 8), 7=-820(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces r250 (lb) or less except when shown. TOP CHORD 2-3=2170/1162, 3-4=-1584/929, 4-5=-1398/926, 5-6=1595/934, 6-7=2169/116? BOT CHORD 2-12=-878/1933, 11-12=878/1933, 10-11=-505/1398, 9-10=879/1932, 7-9=879/1932 WEBS 3-11=-673/415, 4-11=-139/329, 5-10=-143/331, 6-10=665/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; =30ft; B=55ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;"Lumber D L=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. oth 5) This truss has.been designed for a 10.0 psf bottom chord live load nonconcurrent with any r live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas wherel 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 82Q lb uplift atjoint 2 and 820 lb uplift at joint 7. 8) This truss design, requires that a minimum of 7/16" structural wood sheathing be applied direct) to the top chord. A WARNING • Verily design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAG Ml1-7473 rev. f0/03/2015 BEFORE USE. ��• ► Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. AddiBdnal temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criterla, 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. 1 Tampa, FL 36610 Job Truss Truss Type Qty Ply Crull Ofrice/Storage d T12026795 J34453 J34453A A03 Hip 2 Job Reference o tional East Coast Truss, Ft. Fierce, FL 34946 -211 4-9-14 2-0-0 4 9-14 " 4-2-2 4 5.0D 12 1x4 3 h 1x4 II 2 �1 1 ' 10 - 3x4 = 3x4 = tl.13U s bep 7 7 Lul I MI I eK ID:k oASjS06FLAF01mMuYEnzygMZY-Zn 15-0-0 19-2-2 6-0-0 4-2-2 5x5 = 19 20 5 1x4 6 7 1X4 II 6 j 9 5x5 = 3x4 = 24-0-0 9-M lustnes, Inc. I nu bep 14 1 L:4v:54 LUl I rage 1 i 4YHtYz5Co617LgnApLSExOpNztzcgS2LGydigx 24-0-0 26-0-0 4-9-14 2-0-0 Scale: 1/4"=l' Plate Offsets KY)- 11:0-2-2.0-0-81, 12:0-2-2.Edgel, 17:0-2-2.Edael, 18:0-2-2.0-0-81, 19:0-2-8.0-3-e1 LOADING (psf) SPACING- 2-0-0 CSI. DE L. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Ve (LL) -0.32 10-15 >912 240 MT20 244/190 1 TCDL 7.0 Lumber DOL 1.33 BC 0.92 Ve�t(TL) -0.49 10-15 >593 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Ho (TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 110 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TO�, CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BO CHORD 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1272/0-8-0, 7=1272/0-8-0 Max Horz 2=-175(LC 6) Max Uplift 2=819(LC 8),Z-820(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - TOP CHORD 2-3=2162/1273, 3-4=-1807/1043, 4-5=1627/1029, 5-6=1818/1045, 6-7=21651271 BOT CHORD 2-10=-990/1968, 9-10=669/1647, 7-9=989/1939 WEBS 3-10=-399/353, 4-10=54/342, 5-9=57/344, 6-9=393/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=55ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DIOL=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, with BCDL = 10.0psf. I 7) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 819lb uplift atjoint 2 and 820lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for ad Individual building component, not a truss system. Before use, the building designer must verify the'applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITPII Quality Criteria, DSB$9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Crull Office/Storage I T12026796 J34453-J34453A A04G Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,130 s Sep 11 2017 MiTek Industries, Inc. T nu Sep 14 1Z:49:57 2017 Page 1 ID:k oASjS06FLAFOlmMuYEnzygMZY-zLlxd6bAATLf3GgKgUDUoSzvB87jaGDQlohiybydiqu 211 3-9-14 7 0 0 12-0-0 17-M 20-2-2 24-0-0 26-0-0 2-0-0 3-9-14 3-2-2 5-0-0 5-0-0 12-2 3-9-14 2-01 Scale: 1/4"=1' 4x8 M18SHS = 1x4 II 4x8 M18SHS = 1 1 5.o0 12 4 21 22 5 23 24 6 3x4 % 3x4 3 7 z 8 txa II 1x4 II 9 I$ 1 d .: 14 13 25 26 12 27 28 11 10 4x8 = 2x4 II 6x6 = 7x8 = 6x6 = 2x4 II 4xB = 312-0-0 17-M 20-2-2 24-0-0 3-9-14 3-2-2 5-0.0 5-M 3-2-2 3 9-14 Plate Offsets (X Y)— 11:0-2-2 0-0-81 14:0-5-4.0-2-01. 16:0-5.4.0-2-01. 19:0-2-2.0-0-81. 111:0-3-0.0-4�01. 11Z:0-4-0.U-4-81. 113:U-3-O.U-4-UI LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Ve (LL) 0.38 12 >763 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.52 Ve (TL) -0.58 12 >497 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Ho (TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 145 lb FT = 0% LUMBER- BfL ICING - TOP CHORD 2x4 SP No.2 *Except* TO CHORD Structural wood sheathing directly applied or 2-1-9 oc purlins. 4 6: 2x4 SP 2850F 1.8E BO CHORD 4-0-0 oc bracing., BOT CHORD 2x6 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. Y REACTIONS. (lb/size) 2=2568/0-8-0, 8=2568/D-8-0 Max Horz 2=143(LC 7) Max Uplift 2=1569(LO 8), 8=1569(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5695/3125, 3-4=-5550/3136, 4-5=-6030/3460, 5-6=6030/3460, 6-7-55501 136, 7-8=5695/3125 BOT CHORD 2-14=-2717/5226, 13-14=-2717/5226, 12-13=-2666/5151, 11-12=2666/5151, 10-11 =271 7/5226, 8-10=-2717/5226 WEBS 3-13=-384/290, 4-13=-447/1083, 4-12=598/1122, 5-12=838/776, 6-12=-598/11 2, 6-11=-447/1083, 7-11=384/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; =30ft; B=55ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) I This truss has been designed for a live load of 20.Opsf on the bottom chord. in_all-areas-wher l a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1569 lb uplift at joint 2 and 1569 lb uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated IDad(s) 177lb down and 226 lb up at 7-0-0, 175 lb down and 220 lb up at 9-0-12, 175 Ib,down and 220 lb up at 11-0-12, 176 lb do* and 220 lb up at 12-11-4, and 175 lb down and 220 lb up at 14-11-4, and 177 lb down and 226 lb up at 17-0-0 on top chord, ands 724 lb down and 399 lb up at 7-0-0, 79 lb down at 9-0-12, 79 lb down at 11-0-12, 79 lb down at 12-11-4, and 79 lb down at 14-11-4, and 724lb down and 399 lb up at 16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). - LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For genehal guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANStITPII 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. I I Tampa, FL 36610 Job Truss Truss Type Qty Ply Crull Office/Storage T12026796 J34453-J34453A A04G Hip Girder 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 14 12.49:57 2017 Page 2 ID: OoASjSO6FLAFOlmMuYEnzyg MZY-zLlxd6bAATLf3Gq Kg UDUoSzvB87jaGDQ1 ohiybydiq u LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 _ Uniform Loads (plf) Vert: 1-4=74, 4-6=74, 6-9=74, 2-8=20 Concentrated Loads (lb) _ Vert:1,4=148(F) 6=A48(F) 13=724(F) 11=724(F) 21=148(F)•22=148(1`) 23=-148(F) 24 i 148(F) 25=63(F) 26=63(17) 27=63(F) 28=63(F) ; A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE fhffl-7473 rev. 10laV2015 BEFORE USE. Deslgn valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • " a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing. Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Cri(erla, 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. ITampa, FL 36610 ob Truss Truss Type — Qty Ply Crull Office/Storage T12026797 J34453-J34453A B01 Common 7 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 1 8.13U s Sep 11 2U77 Mi I ex Industries, Inc. Tnu Sep 14 12:5U:UU 2U17 Pagel I D:kooA$jS06FLAF01mMuYEnzygMZY-OwR3F7d2TOjEwjZvLcnBQ4bQcL5FnbPs_mvNZwydigr 2-0-0 7-1-0 13 6-10 20-0-0 26-5-0 3%10-13 40-0-0 A2-M , 2-0-0 7-1_3 65 6 65-0 6-5-6 6-5 6 7-1-3 2-0-0 Scale = 1:75.5 5x5 = 5.00 12 6 3x4 !:r- 3x4 4x6 5 7 4x6 4 8 2x4 O 2x4 3 9 _ 2x4 II 1 US = 16 1525 26 1 14 27 2813 12 3x4 =4x6 = US = 4x6 =3x4 = 10-3-14 20-M 29-8-2 40-0-0 10-0-14 9-0-2 I 9-8-2 - 10-3-14 Plate Offsets KYI— 11:0-2-2.0-1-01, I4:0-3-O.Edgel, I8:0-3-O.Edael. it 1:0-2-2.0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEF . in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(kL) 0.41 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.79 Vert(TL) -0.82 14-16 >589 180 BCLL 0.0 ' Rep Stress Incr YES WB , 0.50 Horz L) 0.21 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 204 lb FT = 0% LUMBER- BRA ING- TOP CHORD 2x4 SP No.2 - TOP HORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT HORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 WEB 1 Row at midpt 6-14, 7-14, 5-14 OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer nsta at'on guide. REACTIONS. (lb/size) 2=2024/0-8-0, 10=2024/0-8-0 Max Horz 2=351(LC 6) Max Uplift 2=1235(LC 8), 10=1235(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3908/2201, 3-5=-3525/2010, 5-6=2500/1555, 6-7=2500/1555, 7-9=3525/2( 10, 9-10=-3908/2201 BOT CHORD 2-16=-1813/3519, 14-16=-1343/2896, 12-14=1343/2896, 10-12=1813/3519 WEBS 6-14=-802/1398, 7-14= 932/688, 7-12=219/615, 9-12=-468/482, 5-14=-931/688, 5-16=-219/614, 3-16=-468/482 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf,, BCDL=6.0psf; h Oft; B=55ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DO1 1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a ectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf, 6) Provide mechanical connection (by others) of truss to -bearing plate capable of withstanding 1235 lb uplift at joint 2 and 1235 lb uplift at -Joint 10. -- - - - 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. 8 ®WARNING - Vadfy design parameters and READ NOTES ON THIS AND INCLUDED MNEK REFERENCE PAGE h10-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not'• - ' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additionalltemporary is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance and permanent bracing regarding the MiTek- fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1Tampa, FL 36610 Job Truss Truss Type J Qty Ply Crull Office/Storage T12026798 J34453-J34453A B02 Hip 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -2-0-0 6-93 2-0 0 6 93 US = 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:60:02 2017 Page 1 ID:koo SjS06FLAFO[mMuYEnzygMZY-KJYggpeJ77zygljHTlpfWhmM9nMFVZ9R4OTdoydigp 2-10-10 19-0-0 21-0-0 27-1.6 33-2-13 40-0-0 42-0-0 6-1�6 6-1-6 2-0-0 6-1-0 61-0 6-93 2-0-0 Scale=1:78.3 5x5 = 5x5 5.00 12 6 7 3x4 4X6 4 5 2x4 �� 4 3 18 17 27 3x4 = 4X6 = 16 15 3X4 = 3X4 3x4 8 4x6 9 2x4 10 28 14 13 4x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEF IJI. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.42 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.75 Vert(TL) -0.86 16-18 >561 180 BCLL , 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.21 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 212 Ib FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT HORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-15 OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide, REACTIONS. (lb/size) 2=2024/0-8-0, 11=2024/0-8-0 Max Horz 2=335(LC 6) Max Uplift 2=1235(LC 8). 11=1235(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3936/2207, 3-5=-3579/2031, 5-6=-2591/1598, 6-7=2313/1555, 7-8=2591/1598, 8-10=-3579/2031, 10-11=-3936/2207 . BOT CHORD 2-18=-1824/3547 116-18=-1392/2969, 15-16=893/2313, 13-15=1392/2969, 11-13=1824/3547 WEBS 3-18=-425/448, 5-18=-194/596, 5-16=-937/667, 6-16=-376/688, 7-15=376/688, 8-15=-937/667, 8-13=-194/598, 10.13=-425/448 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=3Oft; B=55ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a Rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL ='T0.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1235 1 b uplift at joint 2 and 1235 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. ®WARNING - Ver/fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-:473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Indlvi ual building component, not ' a truss system. Before use, the building designer must verify, the applicability of design parameters and property incorpor to 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 gdidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criterl , DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Crull Office/Storage T12026799 J34453-J34453A - B03 Hip 2 1 Job Reference o tionai East Coast Truss, Ft. Pierce, FL 34946 1 -2-M 6-1-0 11: to 17 ._ 230' 2-M 6-1-3 5-5-6 5--5.-66-0-0 5xB M18SHS 5.00 12 6 4x6 3x4 5 4 2x3 �� \ _} 2x� 1 II dI 1 / 18 .... 17 16 3x4 = 5x6 WB = 3x4 = 3x6 = 8-9-14 17-0-0 8-9-14 8-2-2 6.1SU s bep 11 zul f MI I eK Inaustnes, Inc. I nu bep 74 1z:bU:Ub zui i rage i LAFOImMuYEnzygMZY-kuEylrhBlwMXOVRs89NM78JFcMpfSl?b72d8E7ydigm 28 5 6 33-10-13 40-0-0 42-0-0 5.5-6 956 6-1 3 2-0-0 Scale=1:78.3 M18SHS = 7 3x4 8 4x6 z 9 2x4 10 IYZ w er Da�\ 2a II _ 15 14 13 \ th 3x4 = 5x6 NB = 3x4 = 3x6 = 31-2-2 40-0-0 8-2-2 B-9-14 Plate Offsets (X Y)— 11:0-2-2,0-1-01,14:0-3.0.Edgel. 19:0-3-0,Edgel, 112:0-2-2;0-1-01 I LOADING (psf) SPACING- 2-0-0 CSI. DEFILL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert((L) -0.90 16-18 >531 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 - BC 0.71 Vert(TL) -1.26 16-18 >3B1 180 M18SHS 244/190 BCLL 0.0 = Rep Stress Incr YES WB 0.93 Horz L) 0.20 11 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -AS Weight: 205 lb FT = 0% LUMBER- BRA ING- TOP CHORD 2x4 SP No.2 TOP ' HORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT 6HORD 4-0-0 oc bracing. 14-17: 2x4 SP 2850F 1.8E MTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.2 *Except* Installation guide. 17-17,14-14: 2x4 SP No.3 I REACTIONS. (lb/size) 2=2024/0-8-0, 11=2024/0-8-0 Max Horz 2=303(LC 6) Max Uplift 2=1235(LC 8), 11=1235(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3983/2227, 3-5=3673/2074, 5-6=2819/1708, 6-7=2538/1652, 7-8=2819/1708, 8-10=-3673/2074,10-11=-3983/2227 BOT CHORD 2-18=-1851/3595. 16-18=-1479/3102, 15-16=1050/2538, 13-15=-1479/3102, 11-13=1851/3595 WEBS 3-18=-363/390, 5-18=162/504, 5-16=-878/576, 6-16=300/656, 7-15=3001656, 8-15=-878/576,8-13=-1621504, 10-13=363/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=55ft; L=40ft; eave=5ft; Cat. 11; Exp C; End., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOLT=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1235 lb uplift at joint 2 and 1235 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly t 3 the top chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI) 7473 rev. 10/03/2015 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 incorpdrate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additionaljtemporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Crite a, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Crull Office/Storage �Ply T12026600 J34453-134453A B04 Hip 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -2-M 7-9-14 2-0-0 7-9A4 3x6 = 7-2-2 5-0-0 5.00 12 5x5 = 4 5x8 3 15 14 13 24 2x4 II 4x6 3x8 = 8.130 s Sep 112017 MiTek iFLAFOImMuYEnzyg MZY-9' 32-2-2 7-2-2 h 3x4 = 5x5 = 5 6 5x8 7 10 2x4 I I Inc. Thu Sep 14 12:50:08 2017 Page 1 :6tyARpHw3lmwkQamAfCdl gOrorSydigj 40-0-0 ,4210 , 7-9-14 2-0-0 Scale=1:78.1 Plate Offsets X Y 1:0-2-2 0-1-0 3:0-3-12 0-3-0 7:0-3-12 0-3-0 9:0-2-2 0-1-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.45 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.98 Vert(TLI) -0.95 12-13 >506 180 _ BCLL 0.0 Rep Stress Incr YES WB 0.55 Harz (T ) 0.24 8 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -AS Weight: 207 lb FT = 0% LUMBER- BRACT G- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT C ORD 4-0-0 oc bracing. 11-14: 2x4 SP No.1 WEBS 1 Row at midpt 3-13, 7-12 WEBS 2x4 SP No.3 - - Mi rek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2=2024/0-8-0, 8=2024/0-8-0 Max Horz 2=271(LC 6) Max Uplift 2=1235(LC 8), 8=1235(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3911/2139, 3-4=3089/1769, 4-5=2765/1732, 5-6=2765/1732, 6-7= 3089/1769, 7-8=3911 /2139 BOT CHORD 2-15=-1751/3516, 13-15=-1746/3521, 12-13=1297/2893, 10-12=1746/3521, 8-10=-1751 /3516 WEBS 3-15=0/258, 3-13=856/613, 4-13=279/687, 5-13=-453/203, 5-12=-453/203, 6-12=-279/687, 7-12=-856/613, 7-10=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=30 ; B=55ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the -bottom chord -and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1235 lb plift at joint 2 and 1235 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an Individua building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate his design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional teml orary and permanent bracing M iTek' Is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guide ice regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, D B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Crull Office/Storage T12026801 J34453-J34453A B05 Hip 2 1 _ Job Reference o tionai East Coast Truss, Ft. Pierce, FL 34945 -2-M , 6 9-14 2-0-0 6 9-14 5.00 12 3x4 3 _ 2x4 I I 2 �I 1 0 16 3x6 = 2x4 11 6.13U s Sep 11 ZU17 MI I eK Industries, Inc. I nu Sep 14 1Z:b0:11 ZU1 I Page 1 ID:kooAS S06FLAFOlmMuYEnzygMZY-Z2bEZulytm6gkQvOUQTmMPYJOnoYsYRUW 4SSnydigg 13 0 0 20-M 27-M 33-2-2 40-0-0 42 0 0 6 2-2 7-M 7-0-0 6-2-2 61-14 2-0-0 Scale=1:76.7 ' 5x8 = 2x4 11 5x8 = 4 5 6 3x4 7 8 2x4 11 co 9 I 15 14 13 12 11 10 4x6 = 3x8 = 3x4 = 2x4 II 3x6 3x4 = 4x6 = 3- - -0-0 -0-0 7-0-0 3- - 0-0-0 6 2-2 6 9-14 6 2-2 7-0-0 Plate Offsets (X Y)—11:0-2-2.0-1-01.f4:0-5-12.0-2-81.16:0-5-12.0-2-81.f9:0-2-2.0-1-01 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.46 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 1.00 Vert(TL) -0.74 13-14 >646 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(T) 0.25 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 209lb FT=O% LUMBER- BRACI G- TOP CHORD 2x4 SP No.2 TOP C ORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT C ORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2024/0-8-0, 8=2024/0-8-0 Max Horz 2=239(1_C 6) Max Uplift 2=1235(LC 8), 8=1235(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3945/2143, 3-4=-3291/1881, 45=3407/2068, 5-6=3407/2068, 6-7=3291/1881, 7-8=3945/2143 BOT CHORD 2-16=1764/3552, 14-16=-1764/3552, 13-14=1340/2967, 12-13=1340/2967, 10-12=1764/3552, 8-10=-1764/3552 WEBS 3-14=-666/470, 4-14=-127/428, 4-13=-312/772, 5-13=569/474, 6-13=3121772, 6-12=-127/428, 7-12=-666/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=3 ; B=55ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line atjoint(s) 15, 11. 5) Plate(s) atjoint(s) 1, 4, 6, 9, 2, 3, 16, 14, 13, 5, 12, 7, 10 and 8 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 15 and 11 checked for a plus or minus 4 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live oads. — — 8) •This -`cuss has been designed for a live load of 20.Opsf on the bottom chord in all"areas-where a rec angle 3-6-0 fall by 2-0-0 wide will Tit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1235 lb plift at joint 2 and 1235 lb uplift at joint 8. - 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. AWARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-74731 rev, 1010312015 BEFORE USE. - Design valid for use only with Mi rek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1Tampa, FL 36610 Job Truss Truss Type Qty Ply Cfull Ofrtce/Storage T12026802 J34453-J34453A B06 Hip 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -2.0-0 , 5-9-14 11-0-0 17-0-[ 2-0-0 5-9-14 5-2-2 6-M f 5x5 = 5.00 12 4 26 27 3x4 3 _ 2x4 I I 2 {I 1 00 17 16 15 3x6 = 2x4 11 5x6 %B = 3x8 = 3x4 = 5 6-0-0 14 3x4 = 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:13 2017 Page 1 ,FOImMuYEnzygMZY VQj_anCPNMO,j3OcrWESgegabYfKWJmzlZZWfydige 29-0-0 34-2-2 40 0-0 42 0 0 6-0-0 5-2-2 5-9-14 2-0-0 5x5 = 28 29 7 3x4 8 13 12 11 3x8 = 2x4 11 5x6 WB = Scale = 1:76.7 Plate Offsets KY)— r1:0-2-2.0-1-01,r10:0-2-2,0-1-01 I LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(L ) 0.50 14 >951 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.76 Vert(TIJ) -0.87 14-:16 >554 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(T ) 0.24 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 209 lb FT = 0% LUMBER- BRACT G- TOP CHORD 2x4 SP No.2 TOP CHiORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD 4-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-12 OTHERS 2x4 SP No.2 *Except* MITek recommends that Stabilizers and required cross bracing 15-15,13-13: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2024/0-8-0, 9=2024/0-8-0 Max Harz 2=207(LC 6) Max Uplift 2=1235(LC.8), 9=1235(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3958/2160, 3-4=-3496/1971, 4-5=3190/1902, 5-6=3937/2286, 6-7=3190/1902 7-8=3496/1971, 8-9=-3958/2160 BOT CHORD 2-17=-1792/3571, 16-17=-1792/3571, 14-16=1903/3878, 12-14=1903/3878, 11-12=1792/3571, 9-11=-1792/3571 WEBS 3-16=-465/357, 4-16=-409/907, 5-16=-1033/538, 6-12=-1033/538, 7-12=409/907, 8-12=-466/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=55ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for alive load of 20.Opsf on the bottom chord, in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between tffe bottom cFord `and any other members. — — 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1235 lb u lift at joint 2 and 1235 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. ®WARMNG -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111•7473 6. 10/03/20168EFORE 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 guidan6e regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPi1 Quality Criteria, DSIS•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply Crull Office/Storage T12026803 J34453-J34453A B07 Hip 2 1 Job Reference o floral East Coast Truss, Ft. Pierce, FL 34945 I 6.130 s Sep 11 2011 MiTeK Industries, Inc. Thu Sep 14 1Z:50:16 ZU17 Page 1 I D:kooASIS06F LAF01mMuYEnzygMZY-w?07cbp5il kzrBnzHz3x3S G4zoY8Xpg DfGnD7ydigb -2-0-0 4-9-14 9 0 0 16-4-9 23-7-7 31-0-0 35 2-2 40-0-0 42-M 2-0-0 4 9-14 4-2-2 7 4-9 7-2-13 7-0-9 4-2-2 49-14 2-0-0 Scale=1:76.9 5x8 3x4 = , 46 = 2x4 I I 5x8 = 5.00 12 4 26 27 5 6 7 28 29 8 2x4 2x4 3 9 2x4 II 2 to 2x4 II v �r CM 11 I d 1 , cm 17 16 15 14 13 12 3x6 — 3x4 = 4x6 — 3x4 = 3x8 = 4x6 — 3x4 = 3x6 — 16-4-9 23-7-7 31-0-0 40-0-0 N9-0O 7-4-9 7-2-13 7-4-9 9-0-0 Plate Offsets (X.Y)— f1:0-2-2.0-1-01.f4:0-5=12,0-2-81,f6:0-3-O.Edgel.f8:0-5-12.0-2-81.f11:0-2-2,0-1- 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL 0.64 14-15 >750 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.78 Vert(TL -1.03 14-15 >465 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(T ) 0.24 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -AS Weight: 202 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CH RD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP No.1 BOTCH RD 4-0-0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 4-15, 8-14 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2=2024/0-8-0, 10=2024/0-8-0 Max Harz 2=175(LC.6)_ Max Uplift 2=1235(LC 8), 10=-1235(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3960/2257, 3-4=-3672/2072, 4-5=-4736/2764, 5-7=4736/2763, 7-8=4736/2763, 8-9=3672/2072, 9.10=3959/2256 BOT CHORD 2-17=-1888/3573, 15-17=-1623/3368, 14-15=-2403/4736, 12-14=1623/3368, 10-12=1887/3573 WEBS 3-17=-254/289, 4-17=-7/323, 4-15=-878/1674, 5-15=622/483, 7-14=-566/482, 8-14=-876/1673, 8-12=7/323, 9-12=255/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6,Opsf; h=30ft B=5511; L=40ft; eave=5ft; Cat, II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for live load of 20.Opsf on the bottom chord in all areas where a real ngle 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 1235 lb uplift at joint 2 and 1235 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. WARNING •Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. - Design valid for use ontywith MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is akvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guldancP regarding the • fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, DSI Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. -89 and BCSI Building Component East 6904 Parke East Blvd. Tampa, Parke Job Truss Truss Type Qty Ply Crull Office/Storage T12026804 J34453-J34453A B08G HIP GIRDER 2 Job Reference (optional) Last Coast I fuss, Ft. Pierce, FL "349415 -M 3-9-14 7-0-0 2-0-0 3-9-14 3-2-2 2x4 II 2 1 21 20 43 44 19 45 46 18 47 48 49 1I 50 51 52 16 15 53 54 14 13 3x8 = 2x4 II 3x4 = 5x10 M18SHS = 2x4 11 3x� = 5x8 Ml8SHS WB = 3x8 = 2x4 II 5-3-7 5-1-11 5-1-11 5.00 1 12 5x8 2x4 11 5x14 M18SHS = 4 30 31 5 32 33 34 6 35 36 3x4 3 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 14 12:50:21 2017 Page 1 i6FLAFOlmMuYEnzygM2YGzCOfJtDXrNFxygx4Wf6mWz?hpHfClwypXV oCydigW 27-8-9 33.0-0 36-2-2 40-0-0 42-M 5-1-11 5-17 3-2-2 3-9-14 2-0-0 Scale = 1:76.9 II 3x8 = 5x5 = ' 38 39 840 41 42 9 LOADING (psf) SPACING- 2-0-0 CST. DEFL. 1 in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(L9 0.93 17-18 >515 240 TCDL 7.0 Lumber DOL 1.33 BC 0.69 Vert(T � -1.45 17-18 >331 180 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.30 11 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS 3x4 10 11 2.4 11 12 1¢ 0 3x6 = PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 425 lb FT = 0% LUMBER- BRACT G- TOP CHORD 2x4 SP No.2 *Except* TOP CHARD Structural wood sheathing directly applied or 3-5-5 oc purlins. 4-6,6-9: 2x4 SP 2850F 1.8E BOT CHIQRD 4-0-0 oc bracing. BOT CHORD 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 15-15: 2x4 SP No.3 REACTIONS. (lb/size) 2=4124/0-8-0, 11=4123/0-8-0 Max Horz 2=143(LC 24) Max Uplift 2=2405(1_C 8), 11=-2404(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=8569/4711, 3-4=-8997/5007, 4-5=11813/6589, 5-6=11887/6656, 6-7=13797/7 89, 7-8=13797%7689, 8-9=8434/4747, 9-10=8999/5001, 10-11 =8561/471 0 BOT CHORD 2-21=-4144/7793, 20-21=-4144/7793, 19-20=-4397/8330, 18-19=7347/13692, 17-18=7329/13733, 16-17=6415/12007, 14-16=6415/12007, 13-14=4142/7784, 11-13=-4142/7784 WEBS 3-21=392/284, 3-20=527/779, 4-20=-261/749, 4-19=2199/4114, 5-19=7641710, 6-19=-2153/1153, 6-18=0/433, 7-17=-801/718, 8-17=1124/2121, 8-14=-4190/2272, 9-14=-1387/2816,10-14=-527/791,10-13=-396/278,8-16=0/404 NOTES. 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads -are considered equally applied to all plies, except 9 noted as -front (F) or-back-(B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft1 B=55ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. .6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2405 lb 41ift at joint 2 and 2404 Ib uplift at joint 11. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 Irev. 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 andfor 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 guidan6e regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DS -89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply ull lStoge I T12026804 �JcorbReoffe'rceence(roaptionalI J34453 J34453A BOSG HIP GIRDER 2 2 East Coast Truss, Ft. Pierce, FL 34946 1 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:21 2017 ID:kooilup jS06FLAFOlmMuYEnzygi lZ-GzCOfJtDXrNFxygx4Wf6mWz?hpHfCIWYPXV c NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loa) 175 lb down and 224 lb up at 7-0-0, 175 lb down and 218 lb up at - 9-0-12, 175 lb down and 218 lb up at 11-0-12, 165 lb down and 218 lb up at 13-0-12, 165 lb doIt and 218 lb up at 15-0-12, 165 lb down and 218 lb up at 17-0-12, 165 lb down and 218 lb up at 19-0-12, 165 lb down and 218 lb up at 20-11-4, 165 lb down and 218 at 22-114, 165 lb down and 218 lb up at 24-11-4, 165 lb down and 218 lb up at 26-11-4, 175 lb down and 218 lb up at 28-114, and 175 lb down and 218 lb up at 0-11-4, and 175 lb down and 224 lb up at 33-0-0 on top chord, and 695 lb, down and 373 lb up at 7-0-0, 79 lb down at 9.0-12, 79 lb down at 11-0-12, 79 lb down at 13- -12, 79 lb down at 15-0-12, 79 lb down at 17-0-12, 79 lb down at 19L.0-12, 79 lb down at 20-114, 79 lb down at 22-114, 79 lb down at 24-114, 79 lb down at 2 -11-4, 79 Ib down at 28-11-4, and 79 lb down at .30-,114, and 695 lb down and 373 lb up at 32-114 on bottom chord. The design/selection of such connection devic (s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate In6rease=1.25 Uniform Loads (plf) Vert: 1-4=-74, 4-9=-74, 9-12=74, 24-27=-20 Concentrated Loads (lb) Vert: 4=147(F) 9=-147(F) 20=695(F) 6=147(F) 14=695(F) 30=147(F) 31=147(F) 33=1 7(F) 34=147(F) 35=147(F) 36=-147(F) 37=-147(F) 38=-147(F) 39=-147(1`) 41=147(F) 42=-147(F) 43=-62(F) 44=-62(F) 45=62(F) 46=62(F) 47=-62(F) 4�=62(F) 49=62(F) 50=-62(F) 51=62(F) 52= 62(F) 53=-62(F) 54=-62(F) 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rqI v. IOM312015 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 lhl� design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB&89 regarding the and BCSI Building Component 6904 Parke East Blvd. - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 East Coast Truss, Ft. Pierce, FL 34946 F 0 Job Truss Truss Type Qty Ply Crull Office/Storage I T12026805 J34453-J34453A ZCJ1 Jack -Open 16 1 Job Reference (optional) ID:k -2-0-0 2-M 5.00 12 1x4 II 0 8.130 S Sep 11 2U17 MITek Industries, Inc. Thu Sep 14 1Z:50:23 ZU17 Page 1 FLAFOlmMuYEnzygMZY-DLKm4?vU2Sd7AGpJBxhasx2Nzd5Sg6vFGr 4t4ydigU 1-0-0 Scale: 1.5"=1' 3 4 i 1-0-0 1-0-0 Plate Offsets (X,Y)— 11:0-2-2,0-0-81 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.00 6 >999 240 _ MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.16 Vert(TL 0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(T) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 9 lb 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 RD 10-0-0 oc bracing. OTHERS 2x4 SP No.3 M1Tek recommends that Stabilizers and required cross bracing b . installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=0/Mechanical, 2=312/0-8-0, 4=75/Mechanical Max Horz 3=93(LC 8), 2=211(LC 8) Max Uplift 2=400(LC 8), 4=-75(LC 1) Max Grav 2=312(LC 1), 4=152(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft B=55ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1. 0 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 I ads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb up�ift at joint 2 and 75 lb uplift at joint 4. ®WARNING •Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. • .Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an Individual biilding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate ihl5 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 guidanc6 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB89 regarding the and BCSI Building Component 6904 Parke Fast Blvd. • Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1Tampa, FL 36610 1 (' East Coast Truss, Ft. Pierce, FL 34946 Job Truss Truss Type City Ply Crull Office/Storage T12026806 J34453 J34453A ZCJ3 Jack -Open 16 1 Jab Reference (optional) -2-0.0 2-M 5.00 12 2 Q Qe 2x4 = 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:25 2017 Page 1 3jS06FLAFOlmMuYEnzygMZY-gkRW Vgwka3thQZziJMj2xM8jSQnKBOPXk9TBxzydigS 3-0-0 3-0-0 Scale = 1:12.2 3 4 1 3-0-0 Plate Offsets (X,Y)— 11:0-2-2.0-0-81, 12:0-3-6,Edge1 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.01 4-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.13 Vert(TL) -0.01 4-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 15 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 3-0-0 oc bracing. OTHERS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. - REACTIONS. (lb/size) 3=69/Mechanical, 2=330/0-8-0, 4=21/Mechanical Max Horz 2=177(LC 8) — - Max Uplift 3=50(1_C 8), 2=-329(LC 8) Max Grav 3=70(LC 13), 2=330(LC 1), 4=47(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- _ 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; =55ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 late grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3 and 329 lb uplift at joint 2. a I ®WARNING -Verify design parameters and READ NOTES ON. THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1OV312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��• _ a truss system. Before use, the building designer must verity the applicability, of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding. the fabrication, storage, delivery erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. .Safety Infonnatlon availabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 36610 Job Truss Truss Type Qty Ply Crull Office/Storage T12026807 J34453-J34453A ZCJ5 Jack -Open 16 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -2-0-0 2-0-0 5.00 12 2 $� 1X4 II 6• d• 1 6• Q 2x4 = 8:130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:26 2017 Page 1 SO6F LAFOImMuYEnzygMZY-dw?uiOxMLN7Y1jYut3FHTZgu Wg3GtTfhyp CITPydiq R 5-0-0 5-0-0 — Scale=1:16.3 3 0 N 4 Plate Offsets (X.Y1— rl:0-2-2.0-0-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.03 4-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.41 Vert(TL) -0.07 4-8 >910 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 21 lb FT = 0% LUMBER- BRACING TOP CHORD 2x4 SP No.3 TOP CHO D Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHO D 3-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTPONS. (lb/size) 3=147/Mechanical, 2=404/0-8-0, 4=57/Mechanical Max Horz 2=237(LC 8) Max LIpljft-3=130(LC 8), 2=-338(LC 8) Max Grav 3=147(LC 1), 2=404(LC 1), 4=84(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; 4=55ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 3 and 338 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. AWARNINO - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. j0/03/2015 BEFORE USE. , 17eslgn 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 End permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89land BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandda, VA 22314. 1 Tampa, FL 36610 Job Truss Truss Type Qty Ply Crull Office/Storage T12026608 J34453 J34453A ZEJ7 Jack -Open 40 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -2-0-C 2-0-0 5.00 12 A 2 1 xa I I � 1 6• g 4= 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:28 2017 Page 1 I0 ASjS06FLAFO]mMuYEnzygMZY-ZJ7f7izct FGHliH_UHIY_ID9edaKN9_Q7hrYlydigP 17-M 7-0-0 Scale = 1:20.3 3 d N 4 Plate Offsets (X.Y)— 11:0-2-2.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.13 4-8 >633 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.86 Vert(TL) -0.28 4-8 >301 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Weight: 28 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 -- TOP CHO D Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHO D 3-0-0 oc bracing. OTHERS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=222/Mechanical, 2=490/0-8-0, 4=83/Mechanical Max Horz 2=298(LC 8) Max Uplift 3=204(LC 8), 2=-364(LC_8)— Max Grav 3=222(LC 1), 2=490(LC 1), 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; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=30ft; B=55ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.6d� 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 rectar gle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 It) upliffi at joint 3 and 364 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII-7479 rev. 10/OJ/2015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual build ng component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this d sign into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary nd permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance re arding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Crull Office/Storage I T12026809 J34453-134453A ZHJ7 Diagonal Hip Girder 8 1 Job Reference o tiona East Coast Truss, Ft. Pierce, FL 34946 1 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:30 2017 Page 1 ID:kooA jSO6FLAFOlmMuYEnzygMZY-ViFPYO_tpcV_WLsg6vJDePrcZRPdoB4GtRAydAydigN -2-9-16 5-2-9 9-10-1 2-9-15 5-2-9 4-7-8 Scale=1:23.7 2x4 II 5 s 3.54 12 19 3x4 % - 4 -- 18 N d N 3 2 1 S B 20 21 9 22 8 s � 1x4 II 5x5 =7 3x4 = 11 3x4 = 3x4 II ' 9-10-1 5-2-9 4-7-8 Plate Offsets (X.Y)- i2:0-0-8.0-1-121.rll:0-2-0 1-3-01,f11:0-0-0.0-1-121 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.09 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.51 Vert(TL) -0.10 9-17 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 48 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP N6.2 I except end verticals. WEBS 2x4 SP No.3 BOT CHOR❑ 3-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 6=0/Mechanical, 3=475/0-10-15, 8=689/Mechanical Max Horz 6=471(LC 1), 3=-471(LC 1) — Max Uplift 3=399(LC 8). 8=-388(LC 8) Max Grav 3=642(LC 31), 8=689(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=589/153, 4-5=260/499, 5-6=-209/452, 5-8=329/241 BOT CHORD 3-9=509/1000, 8-9=509/1000 WEBS 4-9=0/253, 4-8=1034/516 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; B=5 ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrerit with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 3 and 388 lb uplift at joint 8. - --7) Hanger s'or other coririection device(s) shall be provided sufficient to support concentrated load(s)-T27 lb J10. and 66lb up at- 4-2-15, 127 lb down and 66 lb up at 4-2-15, and 159 lb down and 155 lb up at 7-0-14, and 159 lb down anq 155 lb up at 7-0-14 on top chord, and 144 lb down and 103 lb up at 1-4-15, 144 lb down and 103 lb up at 14-15, 32 lb down and 1 lb up at 4-2-15, 32 lb down and 1 lb up at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as,front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=74, 5.6=74, 7-15=20, 10-12=20 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. • gesign 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 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and 'SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. I Tampa, FL 36610 Job Truss Truss Type Qty Ply Crull Office/Storage I T12026809 J34453 J34453A ZHJ7 Diagonal Hip Girder 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 ID: LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 19=84(F=42, B=42) 20=72(F=36, B=36) 21=3(F=1, B=1) 22=-57(F=-29, B=29) 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:31 2017 Page 2 LAFOImMuYEnzyg MZY-_uon I k? VAvdr8 U Rsfdq SAdN mldsXeKQ65wWgdydigM z ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111•7473 rev. 101031'2015 BEFORE USE. IJesign valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdca8on, storage, delivery, erection and bracing of trusses and truss systems, see ANSITPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke Fast Blvd. 1 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3j4' 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-�1s' I I I For 4 x 2 orientation, locate plates 0- 'Age from outside edge of truss. — This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 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 if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint numberwhere bearings occur. Min size shown is for crushing only. hffd Industry Standards: ANSI/TPI1: National0esign 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, Instailing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft=p-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS c1-2 c2a o WEBS o 4 2� O d O IL c -6 c6-7 css O BOTTOM CHORDS 8 7 6 i 5 JOINTS ARE GENERALLY NUMBEREDILETTERED 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 [CC -ES Reports: ESR-1311, 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 MiTek Engineering Reference Sheet: M11-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-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 ANSIITPI 1. i3. Unless otherwise rjoted, 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 specked. 13. Top chords must be sheathed or purlins 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 ANSI/TPI 1 Qualitli Criteria.