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HomeMy WebLinkAboutTrussNo. Seal# Truss Name I Date 1 T12875429 1 AO 1/4/18 12 1 T12875430 1 A02 1 1/4/18 13 I T12875431 I A03 1 1/4/18 14 1 T128754321 A04G 1 1/4/18 15 1 T12875433 1 B01 1 1 /4/18 § 1 T12875434 1 B02 1/4/18 7 1 T12875435 1 B03 1/4/18 8 1 T12875436 1 B04 1/4/18 ,9 1T128754371 B05 1 1/4/18 110 1 T12875438 1 B06 1 1 /4/18 11 I T12875439 1 B07 1 1 /4/18 112 1 T12875440 1 B08G 1 1/4/18 113 1 T12875441 1 ZCJ1 1 1/4/18 114 I T12875442 1 ZCJ3 1 1/4/18 15 1 T12875443 1 ZCJ5 1/4/18 16 1 T12875444 1 ZEJ7 1 1/4/18 117 I T12875445 1 ZHJ7 1 1/4/18 N ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. .MiTek® RE: J34453-J34453A - Crull Office/Storage MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Summit Const. Mgmt. Project Name: Cruli Office/Storage Model: Tampa, FL 33610-4115 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: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 47.0 psf Floor Load: N/A psf This package includes 17 individual, Truss Design Drawings and 0 Additional Drawings._.,�:-- With my seal affixed to this sheet, I hereby certify that I am the Truss Design F�ngir-eel"IA, ' h s index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professo,��E�i�gineµers Rules. SHOP DRAWING / SUBMITTAL REVIEW ,APPROVED APPROVED AS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED SUBMITTALWAS 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, COORQJNATION OF HIS WORK WITH OTHER TRADES AND FULL 99MPJ44CEV,NITH CONTRACT DOCUMENTS By -IV 1,� A Date:.. 15. 2 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the 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), 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 the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs e into the overall building design per ANSI/TPI 1, Chapter 2. Fort Pierce, FL 34950 No 53681 :jr= .� STATE OF .' �� i 0 N A� Michael S. Magid PE No.63681 Mrrek 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 Qty Piy Crull Ofrrce/Storage T12026793 J34453-J34453A A01 Common 12 1 Job Reference o tional tast toast I russ, I-t. Pierce, I-L 34946 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:49:49 2017 Page 1 I D:kooASjSO6FLAFOlmMuYEnzygMZY-CpGvxMU93OLo51 DnCo4cTmecUwLgihuESZIHh2ydirO -2-M 6-3-14 12-M 17-8-2 24-0-0 26-0-0 2-0-0 6-3-14 5-8-2 5-8-2 6314 2-M 4x6 = 4 Scale: 1/4"=l' 3x4 = 3x4 = 5x5 = 3x4 = 8-2-10 15-9-6 24-0-0 8-2-10 7-6-13 8-2-10 Plate Offsets (X.Y)— 11:0-2-2.0-0-81.17:0-2-2,0-0-81.18:0-2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.15 8-9 >999 240 TCDL 7.0 Lumber DOL 1.33 BC 0.72 Vert(TL) -0.29 8-9 >992 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS LUMBER- BRACING - PLATES GRIP MIT20 244/190 Weight: 113 lb FT = O% 4 II j TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT 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, 6=1272/0-8-0 Max Horz 2=223(LC 6) Max Uplift 2=820(LC 8), 6=820(LC 8) FORGES. (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, 5-6=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=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) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 820 lb uplift at joint 2 and 820 lb uplift at v joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. ,&WARNING - Verfly 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 MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not, a truss system. Before use, the building designer must verily the applicability of design parameters and 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 oftmsses and truss systems, see ANSifTPII 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 Qly Crull Office/Storage [ly T12026794 J34453-J34453A A02 Hip 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:49:51 2017 Page 1 I D:kooASjSO6FLAFOlmMuYEnzyg MZY-8BOgM2 WP bdb WLLNAJD64ZBjybj2TAY7XvtEOlxydir -2-M 5-9-14 11-0-0 13-0-0 18 2-2 24-M 26-M 2-0-0 5-9-14 5-2-2 2-M 5-2-2 5-9-14 2-M Scale: 1/4"=l' 1x4 II 2 d 1 .. ;.g 4x4 = !''i 4x4 = 4 5 5.00 12 3x34 % I 364 7 12 11 10 9 �J 3x4 = 1x4 II 3x4 = 5x5 = 1x4 II 3x4 = 5- - -0-0 3-0-0 5.9-14 5-2-2 2-M 5-2-2 5-9-14 Plate Offsets (X.Y)- f1:0-2-2,0-0-81.f8:0-2-2.0-0-81.f10:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.14 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.70 Vert(TL) -0.26 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0. Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014lf P12007 Matrix -AS Weight: 122 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 - TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD 6-0-0 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 quide. REACTIONS. (lb/size) 2=1272/0-8-0, 7=1272/M-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 250 (lb) or less except whe shown. TOP CHORD 2-3=2170/1162, 3-4=-1584/929, 4-5=-1398/926, 5-6=1595/9 , 6.7=2169/1162 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 =-1 39/329, 5-1 0=-1 43/331, 6-10=665/411 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=4.2ppsf; BCDL=6.Opsf; h=30ft; B=55ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directi6hal); 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 nonconclirrent 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 fd between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capabl I of withstanding 820 lb uplift at joint 2 and 820 lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathi I g be applied directly to the top chord. ®WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED /TEK REFERENCE PAGE 11111•7473 rev. f e/07/2075 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, 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 ahvays requlred 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 I ANSUTPI7 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, Pllexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply CrulI Office/Storage T12026795 J34453 J34453A A03 Hip 2 1 Job Reference o tionai East Coast Truss, Ft. Pierce, FL 34945 H.13u s Jep i i 1U7 I MI I eK Inausmes, Inc. I nu Jep 14 1 z:49:04 zui I rage 1 I D: kooASj SO6FLAFOlmMuYEnzygMZY-Zm3o_4YHtYz5Co61?LgnApLSExOpNztzcgS2 LGyd iqx 2-0-0 49-14 9-0-0 15-0-0 _ 19-2-2 24-M 26-0 0 2-0-0 49-14 4-2-2 6-0-0 42-2 49-14 2-0-0 Scale: 1/4"=1' 5x5~= 5x5 = t 4 19 20 5 3x4 = 3x4 = 5x5 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.32 10-15 >912 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.92 Vert(TL) -0.49 10-15 >593 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -AS Weight: 110 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT 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) FORCIES. (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=2165/1271 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; Vuit=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 a live toad 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 819 lb uplift at joint 2 and 820 lb 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 11111.7473 rev. 10/03/2015 BEFORE USE. } Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system, Before use, the building designer must verify the'applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Crull Office/Storage • T12026796 J34453-J34453A A04G Hip Girder 2 1 Job Reference a tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep l l 2017 MII eK Industnes, Inc. I nu Sep 14 12:49:57 2017 Pagel ID:kooASjSO6F LAFOlmMuYEnzyg MZY-zLlxd6bAATLf3GgKgUDUoSzvB87jaGDQI o hiybydiq u 2�+ 3-9- 7-0-0 12-0-0 17-0-0 20-2-2 24-0 0 26-0-0 2-0-0 3-9-14 3-2-2 5-0-0 5-0-0 3-2-2 3 9-14 2-0-0 its 9., 4x8 M18SHS = lx4 II 4x8 M18SHS = s nn 4 21 22 5 23 24 6 cS r� 1x 4x8 = 2x4 II 6x6 = 7x8 = 6x6 = 2x4 II 4x8 = Scale: 1/4"=1' 3-9-14 12-0-0 17-M 20-2-2 24-0-0 M2 3-9-14 3 2-2 5-0-0 5-0-0 3-2-2 3-9-14 Plate Offsets (X.Y)— r1:0-2-2,0.0-81 r4:0-5-4.0-2-01.16:0-5-4.0-2-01.19:0-2-2.0-0-81.r11:0-3-0.0-4-01:112:0-4-0.0-4-81.r13:0-3-0.0-4-01 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2014/rP12007 CSI. TC 0.71 BC 0.52 WB 0.40 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) 0.38 12 -0.58 12 0.13 8 I/deft >763 >497 n/a Ud 240 180 n/a PLATES MT20 M18SHS Weight: 145 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-6: 2x4 SP 285OF 1.8E BOT CHORD BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2568/0-8-0, 8=2568/0-8-0 Max Horz 2=143(LC 7) Max Uplift 2= 1569(LC 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=5550/3136, 7-8=5695/3125 BOT CHORD 2-14=-2717/5226, 13-14=-2717/5226, 12-13=-2666/5151, 11-12=2666/5151, 10-11=2717/5226, 8-10=-2717/5226 , WEBS 3-13=-384/290, 4-13=-447/1083, 4-12=598/1122, 5-12=838/776, 6-12=598/1122, 6-11=-447/1083, 7-11=384/290 Structural wood sheathing directly applied or 2-1-9 oc purlins. 4-0-0 oc bracing., MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=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 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_alLareas.where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1669 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 load(s)177 lb down and 226 lb up at 7-0-0, 175 Ib down and 220 Ib up at 9-0-12, 175 lb down and 220 lb up at 11-0-12, 1751b down and 220 Ib up at 12-11-4, and 175 Ib down and 220 Ib up at 14-11-4, and 177 lb down and 226 lb up at 17-0-0 on top chord, and 724 lb down and 399 lb up at 7-0-0, 791b down at 9-0-12, 79 Ib down at 11-0-12, 79 lb down at 12-11-4, and 79 lb down at 14-11-4, and 724 lb 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 - Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/07/2015 BEFORE USE. Design valid for use onlywith Mrrek® 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 MiT®k� Is always required for stability and to prevent collapsewith possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI rPII 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 T12026796 J34453-J34453A A04G Hip Girder 2 1 Job Reference o banal East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:49:57 2017 Page 2 ID: kooASj SO6FLAF01MMuYE nzyg MZY-zLlxd6bAATLf3GgKgU DUoSzvB 87jaGDQlohrybydiqu LOAD,CASE(S) Standard 1),Aead + 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::4=148(F) 6=148(1`) 13=724(F) 11= 724(F) 21=148(F)'22=148(F) 23-1.48(F) 24=148(F) 25=63(F) 26=63(F) 27=63(F) 28=63(F) ! :"•• ®WARNING - V.MY design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010212015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Crull Office/Storage T12026797 J34453-J34453A B01 Common 7 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 11 2017 MTek Industries, Inc. Thu Sep 14 12:50:00 2017 Page 1 I D:kooASjSO6FLAF01mMuYEnzygMZY-OwR3F7d2TOjEv4ZvLcnBQ4bQcL5FnbPs_mvNZwydigr 2-M 7-13 13.6-10 20-0-0 2-6-M 32-10-13 40-0 0 42-0-0 2-0-0 7-13 6S-0 65-0 6 5-0 65 6 7-1-3 T 2-M Scale=1:75.5 5x5 = 5.00 12 6 14 _ 3x4 =46 = 3x8 = 4x6 =3x4 = US _ 3x6 = 103-14 20-04 29.8-2 40-0-0 r 10.3-14 9.8-2 9-8-2 103-14 Plate Offsets fX Yl— r1:0-2-2,0-1-01. r4:0-3-O.Edgel, r8:0-3-0.Edgel. rl l:0-2-2.0-1-01 LOADING (psf), SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.33 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 - BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TC 0.69' Vert(LL) 0.41 14-16 >999 240 MT20 244/190 BC 0.79 Vert(TL) -0.82 14-16 >589 180 WB 0.50 Horz(TL) 0.21 10 n/a n/a Matrix -AS Weight: 204 lb FT = O% BRACING - TOP CHORD BOTCHORD WEBS REACTIONS. (Ib/size) 2=202410-8-0, 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 forte's 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=3525/2010, 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 Structural wood sheathing directly applied. 4-0-0 oc bracing. 1 Row at midpt 6-14, 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, 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; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to -bearing plate capable of withstanding 1235 lb uplift at joint 2 and 1235 lb uplift - anoint 10. _ _ - 7) 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 MITEK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek' 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 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1 Job Truss Truss Type Qty Pty Crull Office/Storage T12026798 J34453-J34453A B02 Hip 2 1 Job Reference o tional East Coast Truss, FL Pierce, FL 34946 6.13U s Sep 11 ZU77 MI I eK Industries, Inc. I nu Sep 14 12:5U:UZ ZU17 Page 1 ID:kooASjSOBFLAFOlmMuYEnzygMZY-KJYggpeJ??zy91jHT1 pfWhmMgnMFVZ9R4OTdoydigp 2-M 6 9-3 12-10 10 IN-0 21-0-0 27-1-6 33-2-13 40-0-0 42-0-0 2-0-0 "-3 l-_6 6-1-6 2-0-0 6-1.6 6-1•e 6-9-3 2-0-0 5x5 = 5x5 = 5.00 12 6 7 _ 2x4 $1 ' 3x4 = 4x6 = 3x4 = 3x4 —_ 4x6. = 3x4 = 3x6 = 3x6 = LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL , 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.68 Lumber DOL 1.33 BC 0.75 Rep Stress Incr YES WB 0.46 Code FBC2014/rP12007 Matrix -AS Scale=1:78.3 x4 2 Id DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.42 16-18 >999 240 MT20 244/190 Vert(TL) -0.86 16-18 >561 180 Horz(TL) 0.21 11 n/a n/a BRACING - TOP CHORD BOTCHORD WEBS REACTIONS. (Ib/size) 2=2024/0-8-0, 11=2024/0-8-0 Max Harz 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=-0936/2207 — BOT CHORD 2-18=1824/3547-16-18=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, 8-18=194/598, 10-13=-425/448 Weight: 212 lb FT = 0% Structural wood sheathing directly applied. 4-0-0 oc bracing. 1 Row at midpt 5-16. 8-15 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation 'de 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fill between the bottom chord and any other membersww th BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1235 Ib 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 -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 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 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 . ANSVTPII Quality Criteria, DSB-09 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 Cfull OfficelStarage T12026799 J34453-J34453A B03 Hip 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:05 2017 Page 1 I D:kooASjSO6FLAFOlmMuYEnzygMZY-ku Eyl t BlwMXOVRs89N M78J FcMpfS17b72d8E7ydigm 2-M , 6-13 11-6 10 17-M _ 23-0-0 28-5-6 33-10-13 40-0.0 42:2 0 , 2-0-0 6-11 5 5 6 55-6 6-0-0 55E 55 6 6 1-3 2-0-0 Scale = 1:78.3 - _ 5x8 M18SHS = 5.00 12 6 5x8M18SHS = 7 16 15 3x4 = 5x6 WB = 3x4 — 3x4 — 5x6 WB = 3x4 = 3x6 = US= 8-9-14 17-0-0 23-0-0 31-2-2 40-0-0 8-9-14 8-2-2 6-0-0 8-2-2 8-9-14 Plate Offsets (X.Y)— r1:0-2-2.0-1-01. 14:0-3-O.Edgel, [9:0-3-0,Edge], [12:0-2-2.0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -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 >381 180 M18SHS 244/190 BCLL 0.0 = Rep Stress Incr YES WB 0.93 Horz(TL) 0.20 11 n/a n/a BCDL 10.0 Code FBC2014fTPI2007 Matrix -AS Weight: 205 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 14-17: 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 17-17,14-14: 2x4 SP No.3 REACTIONS. (lb/size) 2=202410-8-0, 11=2024/0-8-0 Max Horz 2=303(LC 6) Max Uplift 2=1235(LC 8), 11=1235(1_10 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=300/656, 8-15=-878/576, 8-13=162/504, 10-13=363/390 Structural wood sheathing directly applied. 4-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6)-This-truss has been -designed for a 10.0 psf bottom chord live load nonconcurrent-with any other live loads. -- 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1235 Ito 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 to the top chord. AWARNING -Verity design paamerers and READ NOTES ON THIS AND INCLUDED MIiEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web 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 ANSUTPN 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 Crull Office/Storage �Ply T12026800 J34453 J34453A B04 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 11 2017 MTek Industries, Inc. Thu Sep 14 12:50:08 2017 Page 1 ID:kooASjSO6FLAFOlmMuYEnzygMZY-9Tw5wsj3ark6tyARpHwJlmwkQamAfCdl gOrorSydigj 2-0-0 , 7-9-14 15-00 20-0-0 25-0 0 _ 32-2-2 40-0-0 42-0-0 2-0-0 7-9-14 7-2-2 5-0-0 5-0-0 - 7-2-2 7-9-14 2-0-0 Scale=1:78.1 _ 2x4 0 5.00 12 5x5 = 3x4 5x5 = = 4 5 6 15 13 -' -- 12 10 3x6 — 2x4 II 4x6 3x8 = 3x8 = 4x6 2x4 II 3x6 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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(TL) -0.95 12-13 >506 180 _ BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.24 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 207 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 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 - - MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer 'Installation oulde. 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, 8-1 0=-1 751/3516 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; Vu@=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 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. — " - 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 8. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord. ®WARNING. VerUy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual 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 ANSUTP11 Quality Criteria, DSBA9 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation 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 tional East Coast Truss, Ft Pierce, FL 34946 6.13U s Sep 11 "ZU1 I MI I eK InGUSUres, Inc. I nu sep 14 i z:bu:i i zui I Page 1 ID:kooASjSO6FLAF01mMuYEnzygMZY-Z2bEZulytm6gkQvOUQTmMPYJOnoYsYRUW 4SSnydigg 1-2-0-0 6-9-14 13-0-0 , 20-0-0 27 0 0_ 33-2-2 40-0-0 42.0-0 2-0-0 6-9-14 6-2-2 7-0-0 6-2-2 .6:,Y14 2-0-0 Scale=1:76.7 5x8 = 4 2x4 I I 5x8 = 5 6 Ili .- 14 13 1Z "" lu 3x6 = 2X4 II 4x6 = 3x8 = 3x4 = 2x4 II US 3x4 = 4x6 = 6-9-14 13-0-0 20-0-0 27-0-0 33-2-2 40-0-0 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 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(TL) 0.25 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 209 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 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=202410-8-0, 8=2024/0-8-0 Max Harz 2=239(1_C 6) Max Uplift 2=1235(1_C 8), 8=1235(1_C 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, 4-5=3407/2068, 5-6=3407/206B, 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, 10-1 2=1 764/3552, 8-10=1764/3552 WEBS 3-14=-666/470, 4-14=-127/428, 4-13=-312/772, 5-13=-569/474, 6-13=312/772, 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.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=1.60 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 at joint(s) 15, 11. 5) Plate(s) at joint(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 loads. -8) 'Thiss-f`uss has been designed for alive load of 20.0psf on the bottom chord in ali'areas-where a �eefangle 3-6-0 fell by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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 8. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. ® WARNING - Verity design paramefers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with WWI) connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing aftmsses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply Crull Office/Storage T12026802 J34453 J34453A B06 Hip 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:13 2017 Page 1 1 D: kooASjSO BFLAFOlm MuYEnzygMZY-VQj_anCP NMOJ3OcrVVESgegabYf KWJmzlZZWfydige 2-0-0 5-9-1 11-0-0 17-0-0 23 0-0 29-0-0 34-7 2 40-0-0 , 42-0-0 , 2-0-0 5-9-14 12-2 6-0-0 6-0-0 6-0-0 _ 5 2-2 5.9-14 2-0-0 4 _ 2x4 1 0 5x5 = Snn 4 26 27 3x4 = 3x4 = 5 6 Sx5 = 28 29 7 17 16 15 14 13 11 11 3x6 = 2x4 II 5x6 WB = 3x4 = 3x8 = 2x4 11 3x6 = 3x8 = 5x6 WB = Scale=1:76.7 a r4 11 _ 0 l� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.50 14 >951 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.76 Vert(TL) -0.87 14-16 >554 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.24 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 209 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD 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 uide REACTIONS. (lb/size) 2=2024/0-8-0, 9=2024/0-8-0 Max Horz 2=207(1_C 6) Max Uplift 2=1235(1_C.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=-10331538, 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; 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 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 fora 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 c or 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 9. 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 M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual 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 MiTek' iTek� building design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury.and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erectlon and bracing of trusses and truss systems, see ANSVTPi1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Crull Office/Storage T12026803 J34453-J34453A B07 Hip 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 5.13U s Sep 11 2ul I MI I eK Industnes, Inc. I nu Sep 14 1 Z:bU:lb ZUl i vage 1 - ID:kooASjSO6FLAFOlmMuYEnzygMZY-w707cbp5ilkzrBnzHz3x3SG4zoY8XpgDfGnD7ydigb -2-0-0 4 9-14 9 0 0 16-4-9 23 7-7 _ _ 31-0-0 _ _ _ �_ 35 2-2 40-0-0 42-0 0 2-0-0 4-9-14 4-2-2 7-4-9 7-2-13 74-9 4-2-2 49-14 2-0-0 Scale=1:76.9 5x8 = 3x4 = 4x6 = 5.00 12 4 26 27 5 6 2x4 11 5x8 = 7 28 29 8 2x4 2x4 3 9 2 2x4 II 1 17 16 15 3x6 = 3x4 = 4x6 = 3x4 = 14 13 12 3x8 = 4x6 = 3x4 = r 9-0-0 164-9 23-7-7 31-0-0 4040-0 9-0-0 74-9 7-2-13 74-9 9-M Plate Offsets (X.Yi f1:0-2-2 0-1-01. f4:0-5-12,0-2-81, f6:0-3-O.Edgel 18:0-5-12.0-2-81 f11:0-2-2,0.1-01 10 2x4 II 11 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid 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(TL) 0.24 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-6,6-8: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=2024/0-8-0, 10=2024/0-8-0 Max Horz 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 Weight: 202 lb FT = 0% Structural wood sheathing directly applied. 4-0-0 oc bracing. 1 Row atmidpt 4-15, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, 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 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 fora 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 othermembers. — --- 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. AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPI1 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 East Blvd. Tampa, FL 36610 Job Truss Truss Type Qly Ply Cru11 Office/Storage T12026804 J34453-J34453A B08G HIP GIRDER 2 n L Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:21 2017 Page 1 ID:kooASJS06FLAFOlmMuYEnzygMZYGzCOfJtDXrNFxygx4Wf6mWz7hpHfC1wypXV ocydigW 2-0-0 , 3-9-14 7-0-0 12-3 7 175-2 22 6 14 27-8-9 33-0-0 36 2-2 40 0 0 42-0 0 , 2-0-0 3-9-14 3-2-2 5-0-7 5-1-11 5-1-11 5-1-11 1117 7 3-2-2 3-9-14 2-0-0 Scale=1:76.9 2xe 5x8 2x4 11 5x14 M18SHS = 2x4 11 US= 5.00 12 5x5 = _ 4 3D 31 5 32 33 34 6 35 36 737 38 39 840 41 42 9 Lr zu 43 44 " 45 46 10 47 48 49 If 50 51 52 " 15 53 54 rY 10 3x6 = 2x4 If 3x4 = 5x10 M18SHS = 2x4 11 3x8 = 5x8 M18SHS WB = 3x8 = 2x4 II 3x6 = r 3-9-14 7-0-0 12-3-7 175-2 22�-14 27-8-9 W'D 0 36-2-2 40-0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 Plate Offsets (X.Y)- r1:0-2-2,0-1-01. 12:0-0-6.Edge1 r4:0-5-12.0-2-81. r6:0-5-4.0-3-01, 111:0-0-6.Edgel. 112:0-2-2.0-1-01, r15:0-0-0,0-1-121, 116:0-1-12,0-0-01, r19:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TELL 30.0 Plate Grip DEL 1.25 TC 0.73 Vert(LL) 0.93 17-18 >515 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.33 BC 0.69 Vert(TL) -1.45 17-18 >331 180 M18SHS 244/190 BELL 0.0 ' Rep Stress Incr NO WB 0.74 Horz(TL) 0.30 11 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MS Weight: 425 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORE 4-6,6-9: 2x4 SP 285OF 1.8E BOT CHORE 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=1181316589, 5-6=11887/6656, 6-7=13797/7689, 7-8=13797/7689, 8-9=8434/4747, 9-10=8999/5001, 10-11=8561/4710 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=414217784, 11-13=4142/7784 WEBS 3-21=-392/284, 3-20=-527/779, 4-20=-261/749, 4-19=2199/4114, 5-19=764/710, 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=-5271791,10-13=-396/278,8-16=0/404 Structural wood sheathing directly applied or 3-5-5 oc purlins. 4-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with I Od (0.131"AY) 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. -m-- 2) All loads -are considered equally applied to all plies, except If noted as front (F) or-back(B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuft=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=1.60 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 Ib uplift at joint 2 and 2404 lb uplift at joint 11. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev. 1010312015 BEFORE, USE. Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-B9 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 11 Office/Storage T12026804 �cu J34453-J34453A B08G HIP GIRDER 2Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:21 2017 Page 2 ID:kooASjSO6FLAFOImMuYEnzygMZY-GzCOfJtDXrNFxygx4Wf6mwz?hpHfC1wypXV oCydigW NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 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 lbup at 13-0-12, 165 lb down and 218 lb up at 15-0-12, 165 Ib down and 218 Ib up at 17-0-12, 165 Ib down and 218 Ib up at 19-0-12, 165 Ib down and 218 Ib up at 20-11-4, 165 lb down and 218 lb up at 22-11-4, 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 28-11-4, and 175 lb down and 218 lb up at 30.11-4, and 175 lb down and 224 lb up at 33-0-0 on top chord, and 695 Iladown and 373 Ib up at 7-0-0, 79 ib down at 9-0-12, 79 Ib down at 11-0-12, 79 lb down at 13-0-12, 79 lb down at 15-0-12, 79 lb down at 17-0-12, 79 lb down at' 19-0-12, 79 lb down at 20-11-4, 79 lb down at 22-11-4, 79 lb down at 24-.1,1-4, 79 lb down at 26-11-4, 79 lb down at 28-11-4, and 79 lb down at 30-,11-4, and 695 lb ; - down and 373 lb up at -32-11-4 on bottom chord. The design/Selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate In6rease=1.25 Uniform Loads (pif) 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(1`)14=695(1`) 30=147(F) 31=147(F) 33=147(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(1`) 47=-62(F) 48=62(F) 49=62(F) 50=-62(F) 51=62(F) 52=62(F) 53=-62(F) 54=-62(F) ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTP11 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 T12026805 J34453-J34463A ZCJ1 Jack -Open 16 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 14 12:50:23 2017 Page 1 ID:kooASjSO6FLAFOlmMuYEnzygMZY-DLKm47vU2SdzAGpJBxhasx2Nzd5Sg6vFGr 4t4ydigU -2-0-0 1-0-0 2-M 1-M Scale: 1.5"=1' 0 1-0-0 Plate Offsets (X.YI— 11:0-2-2.0-0-81 LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d 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(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 9 lb FT = O% 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 10-0-0 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=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.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 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 400 lb uplift at joint 2 and 75 lb uplift at joint 4. ®WARNING - Verify des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ,Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not'• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPII 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 T12026806 J34453 J34453A ZCJ3 Jack -Open 16 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:25 2017 Page 1 1 D: ko oASjSO6F LAFOlmMuYEnzyg MZY-9kRWVgwka3thQZziJ Mj2xM8jSQnK80PXk9TBxzydigS -2-0-0 3-M 2-M 3-M Scale = 1:12.2 1 3-0-0 Plate Offsets KY)— f1:0-2-2.0-0-81. 12:0-3-6.Edgel LOADING (psf) 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) -0.01 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/TPI2007 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 MiTek 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(LC 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 (Ib) 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; 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 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. ®WARNING. VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual 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 IndMdual truss web and/or chord members only. Additional temporary and permanent bracing n/i 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 ANSVTPi1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. r 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 T12026807 J34453-J34453A ZCJ5 Jack -Open 16 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 MTek Industries, Inc. Thu Sep 14 12:50:26 2017 Page 1 I D:kooASj SO6FLAFOlmMuYEnzyg MZY-dw?uiOxM LN?Y1jYut3 FHTZgu Wg3GtTfnypCTPydigR -2-0-0 5-0-0 2-M 5-0-0 — Scale=1:16.3 M $I E LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.03 4-8 >999 240 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 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 0% Structural wood sheathing directly applied. 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) 3=147/Mechanical, 2=404/0-8-0, 4=57/Mechanical Max Horz 2=237(LC 8) Max Upl&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; 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 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 130lb 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. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. peslgn valid for use ontywith Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. rSafety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Crull Office/StorageT12026808 [QtyPly J34453-J34453A ZEJ7 Jack -Open 1 Job Reference o Lionel Last [;oast I russ, Ft. Pierce, FL 3494b 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 12:50:28 2017 Page 1 ID:kooASjSO6FLAFOlmMuYEnzygMZY-ZJ7f7izctFGHlIH_UHIY_ID9edaKN9_Q7hrYlydigP -240-0 7-0-0 2-0-0 r 7-0-0 Scale=1:20.3 1 7-0-0 Plate Offsets (X.Y)- I1:0-2-2.0-0-81 LOADING (pso SPACING- 2-0-0 CSI. bEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.13 4-8 >633 240 MT20 2441190 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 FBC2014/TP12007 Matrix -AS Weight: 28 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 — -` BOT CHORD 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. REACTfONS. (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; 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; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift 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 MITEK REFERENCE PAGE M/1-7477 rev. .101031201 S BEFORE USE. • 9esign valid for use only with MrrekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 ANSUTP11 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 Oty Ply Crull Office/Storage T12026809 J34453J34453A ZHJ7 Diagonal Hip Girder 8 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 ts.13U s Sep 11 ZU17 MI I eK Industries, Inc. I nu Sep 14 1Z:bU:3U ZU1 f Page 1 I D:kooASIS06FLAFOlmMuYEnzygMZY-ViF PYO_tpcV_W Lsg6vJ DePrcZRPdoB4GtRAydAydigN -2-9-15 5-2-9 9-10-1 2-9-15 5-2-9 4-7-6 _ Scale = 1:23.7 2x4 II 1 = 3x4 = 11 3x4 = 5x5 3x4 II - - -3 5- - 9- 0- 5-2-9 4-7-8 Plate Offsets (X,Y)— 12:0-0-8.0-1-121.rll:0-2-0 1-3-01.f11:0-0-0.0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d 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 = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No-2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD 3-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 6=-0/Mechanical, 3=475/0-10-15, 8=689/Mechanical Max Horz 6=471(LC1), 3=-471(LC 1) Max Uplift 3=399(LC 8), 8=-38B(LC 8) Max Grav 3=642(LC31), 8=689(LC 1) FORCES. (III) - 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.Opsf; h=3GR; 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 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 nonconcurrefit 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 S. --7) Hangers or other connection device(s) shall be provided sufficient to support concentrated foad(s)-27 III down and 66 lb 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 and 155 lb up at 7-0-14 on top chord, and 144 lb down and 103lb up at 1-4-15, 144 lb down and 103 lb up at 1-4-15, 32 lb down and 1 lb up at 4-2-15, 32 lb down and 1111 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 (pif) Vert: 1-5=74, 5.6=-74, 7-15=-20, 10-12=20 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. ' rjesign valid for use only with Mrrek® 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 ANSUTPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 MTek Industries, Inc. Thu Sep 14 12:50:31 2017 Page 2 ID:kooASjSO6FLAF01mMuYEnrygMZY=uonik7VAvdr8URsfdgSAdNmldsXeKQ65ww9dydigM LOAQ CASE(S) Standard • Concentrated Loads (Ib) 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) t ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE WI.7473 rev. 1010311015 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 buiding of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required far 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, 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 Truss Type QtyPlyCrull Office/StorageT12026809 r TZHJ7 53-J34453A Diagonal Hip Girder 8 1 Job Reference loot Symbols PLATE LOCATION AND ORIENTATION 3/4' 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 -1 16 I 1 I 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 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. Industry Standards: ANSI/TPI1: Nationalt 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, Instailing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 1 6-4-8 dimensions shown in ft4-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS p c1-2 c2a 4 WEBSv O T U = a O c cs C. BOTTOM CHORDS 8 7 6 { 5 0_ O U O 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: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 1 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 R MiTek � MiTek Engineering Reference Sheet: MII-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 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 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 ANSUTPI 1 Qualltyl Criteria. c