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HomeMy WebLinkAboutTRUSS. W1® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® 50A �E-0 RE: J35291 - Michielsen Res. atl deam MiTek USA, Inc. Site Information 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Mel-Ry Const. Project Name: Michielsen Res. Model: . Lot/Block: . Subdivision: . Address: Lot xxx Nettles Island, . City: Port St. Lucie State: FL. 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighIl Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 39 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.' No. Seal# I Truss Name I Date No. Seal# I Truss Name I Date 1 T13726267 1 A01 G 4/10/18 118 T13726284 1 Alb 4/10/18 12 1 T13726268 1 A02 1 4/10/18 119 I T13726285 1 A19 1 4/10/18 1 13 1 T13726269 1 A03 1 4/10/18 120 1 T13726286 1 B01 G 1 4/10/18 14 1 T13726270 1 A04 . f 4/10/18 121 j T13726287 ( 602 1 4/10/18 15 1 T1 3726271 1 A05 1 4/10/18 122 1 T13726288 1 B03 1 4/10/18 1 16 1 T13726272 1 A06 1 4/10/18 123 1 T13726289 1 B04 1 4/10/18 17 1 T13726273 1 A07 1 4/10/18 124 1 T13726290 1 B05 1 4/10/18 8ti I T13726274 1 A08 1 4/10/18 125 1 T13726291 1 ZCJ 1 1 4/10/18 19 I T13726275 I A09 1 4/10/18 126 1 T13726292 1 ZCJ 1 S 1 4/10/18 l 10 I T13726276 J A10 1 4/10/18 127 1 T13726293 1 ZCJ3 1 4/10/18 111 I T13726277 J A11 1 4/10/18 128 1 T13726294 1 ZCJ3S 1 4/10/18 112 I T13726278 I Al2 1 4/10/18 129 1 T13726295 1 ZEJ 1 B 1 4/10/18 113 1 T13726279 1 Al 1 4/10/18 130 1 T1 3726296 1 ZEJ2 1 4/10/18 114 1 T13726280 1 Al 1 4/10/18 131 1 T13726297 1 ZEJ2A 1 4/10/18 115 I T13726281 I A15 1 4/10/18 132 1 T13726298 1 ZEJS 1 4/10/18 116 1 T13726282 1 Al 1 4/10/18 133 1 T13726299 1 ZEJSS 1 4/10/18 1 117 1 T13726283 1 Al 1 4/10/18 134 1 T13726300 1 ZEJ5S1 1 4/10/18 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: Albani, Thomas 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 into the overall building design per ANSI/TPI 1, Chapter 2. 0 r r Gt 1 F :.4tJ Thomas A. AlbaKPE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 Albani, Thomas 1 of 2 RE: J35291 - Michielsen Res. Site Information: Customer Info: Mel-Ry Const. Project Name: Michielsen Res. Model: . Lot/Block: . Subdivision: . Address: Lot xxx Nettles Island, . City: Port St. Lucie State: FL. No. I Seal# Truss Name Date 35 IT137263011ZEJ5S2 4/10/18 136 1 T13726302 1 ZHJ1 1 4/10/18 1 137 1 T13726303 1 ZHJ2 1 4/10/18 1 138 1 T13726304 1 ZHJ5 1 4/10/18 1 139 1 T13726305 1 ZHJ5S 1 4/10/18 1 2of2 Job Truss Truss Type Qty Ply Michielsen Res. T13726267 J35291 AO1G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Nov 13 2017 MiTek Industries, Inc. Tue Apr 10 08:55:33 2018 Page 1 ID:DYZfeE3B3jnkwbCWwFPOhzgXUG-pKAcYE91 DefQk3CmRHRtM5Z7df9jOvNvB8cdbZzSB2u 1-0-8 5-4-8 7-9-14 9-2-0 12-1-9 13-7-0 1-0-8 4-4-0 2-5-6 1 4-8 2-11 4 1-5 6 48 = 17 NAILED NAILED 3x4 = 18 4 19 Scale = 1:22.9 0.81112 NAILED 4x4 2x4 II 20 5 6 6x8 = 2.bU 112 2.02112 7 11 8x8 = 3x4 = -8 -0-8 5-6-0 7-9- 9-2� 1 -1-9 13- -0 li-8 0 8-0 4-5-8 2-3 14 1 8 2-11 4 15 6 Plate Offsets KY)- 11:0 3 14 0 1 101 12.0 1-12 0-0-121 13.0-5-4 0-2-01 17:0-1-0 Edtlel 110:0-2-8 0-1-81 111:0-3-1 Edoel 111:0-0-0 0-1-121 111.0-1-2 0-2-141 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 CSI. DEFL. in (loc) I/defl L/d TC 0.58 Vert(LL) 0.13 10 >999 240 BC 0.97 Vert(CT) -0.17 10 >855 180 WB 0.48 Horz(CT) 0.10 7 n/a n/a Matrix -MS I PLATES GRIP MT20 2441190 Weight: 63 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. REACTIONS. All bearings 0-8-0 except Qt=length) 7=0-8-13. (lb) - Max Horz 1=174(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 1=414(LC 5), 7=404(LC 5), l l=-571(LC 25) Max Grav All reactions 250 lb or less atjoint(s) except 1=1001(LC 18). 7=839(LC 1), 11=476(LC 6), 1=949(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. _TOP CHORD 1-2=-1928/826, 2-3=-2259/1056, 3-17=2044/985, 17-18=-2044/985, 4-18=-2044/985, 4-19=-1569/755,19-20=-1569/755,5-20=-1569/755 BOT CHORD 1-11= 972/1846, 10-11=1082/2054, 10-21=1074/2055, 9-21=-1074/2055, 8-9=-888/1686, 8-22=285/487, 7-22=-287/481 - WEBS 2-11=6661441, 3-1 0=-1 59/548, 4-9=-281/595, 4-8=-857/483, 5-8=-622/1259, R 5-7=962/510 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 7 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 1, 404 lb uplift at joint 7, 571 lb uplift at joint 11 and 414 lb uplift at joint 1. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234 lb down and 319 lb up at 5-4-8 on top chord, and 95 lb down at 5-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A, Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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 properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726267 J35291 A01 G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34945 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 11-12=-20, 10-11=-20, 9-10=-20, 8-9=-20, 7-8=-20 Concentrated Loads (lb) Vert: 3=-148(F) 10=-46(F) 18=-56(F) 19=-80(F) 20=85(F) 21=-23(F) ID:DYZfeE3B3jnkwbCVVwFPOhzgXUGpKAcYE91 DefQk3CmRHRtM5Z7df9jOvNvB8cdbZzSB2u WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only whh 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 i�•Y building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p!Tek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Res. T13726268 J35291 A02 Hip 1 1 IMichielsen Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 o. iO , """ ' o L " `" C. u '� " "` ' ` r' : """ ' `s` ' I D:DYZfeE3B3jnkwbCVVwFPOhzgXUG-wpYXLBrjd2yH DnSBF7uAhC94EC?OFRnf5RFiHxzSB_8 1-0 8 74-8 11-11-10 1%5-9 15-0-10 r 1-0.g 64-0 , 4-7-2 5-15 2-7-0 Scale = 1:25.4 5x5 = 5x5 = 4.03112 6x8 = --- '3x4 zz 8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.13 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.29 6-7 >578 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 66 lb FT = 0%- LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 6=0-8-13. (lb) - Max Horz 1=201(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-352(LC 8). 6=251(LC 8) Max Grav All reactions 250lb or less atjoint(s) except 1=498(LC 18), 8=336(LC 13), 6=640(LC 1), 1=415(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. .TOP CHORD 1-2=1048/234, 2-3=1563/535, 3-4=-1309/535 BOT CHORD 1-8=-455/1121, 7-8=-580/1393, 6-7=-262/493 WEBS 2-8= 907/657, 3-7=-4/333, 4-7=327/899, 4-6=707/375 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 6 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 1 except (jt=lb) 8=352, 6=251. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall my building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN 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 Res. �Iylichielsen T13726269 J35291 A03 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Nov 13 2017 MiTek Industries, Inc. Tue Apr 10 09:01.12 —18 Page 1 ID:DYZfeE3B3jnkwbCWWFPOhzgXUG-OY9mi9GgOoMKv9dvo_ONba62xJwAyFep8OE3?PzSAzb 1-1-13 ' 7-8-5 5x5 zz 2.96 112 L.ou IIL c. L,c O 3x6 Scale = 1:28.0 3x4 = 6x8 = 16-5-10 1-0-8 7-7-8 a-9S 16-0-2 1 1 0-8-0 6-7-0 TIN& 7-2-13 O -6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.16 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.35 6-7 >522 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 73 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 4-6 5-6: 2x6 SP No.2 REACTIONS. All bearings 0-8-0 except (jt=length) 6=0-3-13. (lb) - Max Horz 1=187(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-325(LC 8), 6=-277(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 1=449(LC 1), 8=381(LC 17), 6=700(LC 1), 1=449(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1178/169, 2-3=-1763/620, 3-4=-1623/674, 4-5=-294/208, 5-6=325/210 BOT CHORD 1-8=353/1274, 7-8=-490/1578, 6-7=-402/1177 WEBS 2-8=-985/686, 4-7=-268/909, 4-6=-1047/323 • 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 1, 1 except Qt=lb) 8=325, 6=277. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Thomas A, Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 AWARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply Res. T13726270 J35291 A04 Roof Special 1 1 IMichielsen Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 tsA 3u s Nov i3 20t r Mi i ex industries, Inc. i ue Apr to 09:01:37 zuto rage 1 I D:DYZfeE3B3jnkwbCVVwFPOhzgXUG-9MAC)dZMVU WmP?ljmkzE6reF80RYIVfUunnuOTzSAzC 1-0-8 4-2-13 8-2-13 11-9-0 17-11-3 1-0-8 3-2-5 4-0-0 3-6-3 6-2-3 10 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 4x4 4.03 12 Scale=1:31.2 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.94 Vert(LL) 0.22 8-9 >915 240 MT20 244/190 BC 0.80 Vert(CT) -0.32 8-9 >640 180 WB 0.60 Horz(CT) 0.17 7 n/a n/a Matrix -AS Weight: 82 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-7 REACTIONS. All bearings 0-8-0 except (jt=length) 7=0-3-13. (lb) - Max Horz 1=-99(LC 6) Max Uplift All uplift 100lb or less atjoint(s) except 1=201(1_C 8), 10=-138(LC 8), 7=-307(LC 8) Max Grav All reactions 250lb or less atjoint(s) except 1=284(LC 1), 10=648(LC 3), 7=753(LC 1), 1=284(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1148/490, 2-3=1888/892, 3-4=-1858/766, 4-5=1840/778 BOT CHORD 1-10=602/1307, 9-10=787/1676, 8-9=917/2317, 7-8=912/2330 WEBS 2-1 0=-1 222/622, 4-9=-348/943, 5-9=646/306, 5-7=-2406/930 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 1, 138 lb uplift at joint 10, 307 lb uplift at joint 7 and 201 lb uplift at joint 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 A 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Res,T13726271 J35291 A05 RoofSpecial 1 1b Echielsen Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 a.r su s rv" io cu1 r rvu i uk ma d-iii , uic. pi 10 09.02:04 cU,a rays 1 ID:DYZfeE3B3jnkwbCWwFPOhzgXUG-tYlQcxul8nwx98bvrvyaiYGtEGbg7nzT6UgpgOzSAyn r 108 8-10-11 13-9-10 18-8-9 19-11.0 1-0.8 7-10-3 4-10.15 4.10-15 1-2-6 3x4 = Scale=1:34.0 4x6 6x8 = 2.50 12 2.02 L12 3x8 = 9 6x8 M18SHS = 19-11-0 1-0-8 8A1-3 18-8-9 19-64 0-8-0 7-10-11 9-9-7 0-9.10 1 Plate Offsets (X,Y)— [1:0-3-14,0-1-10], [2:0-1-12,0-0-12], [3:0-3-0,0-1-14], [5:0-1-12,0-0-9], [6:0-8-3,0-0-2], ]7:0-5-4,0-0-8], [7:0-0-0,0-1-12], [8:0-3-0,0-2-4], [9:0-3-1,Edge], 19:0-0-0 0-1-121 19:0-1-2 0-2-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.27 7-8 >800 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.62 7-8 >342 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.22 6 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 73 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 6=0-9-6, 7=0-9-6, 6=0-9-6. (lb) - Max Horz 1=-128(LC 6). Max Uplift All uplift 100 lb or less at joint(s) 7 except 6=-314(LC 8), 9=514(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 1=527(LC 18), 6=558(LC 1), 9=698(LC 17), 7=527(LC 3), 1=355(LC 1), 6=558(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1395/88, 2-3=-2148/749, 3-4=2028/751, 4-5=2558/1112, 5-6=-2133/838 BOT CHORD 1-9=-269/1519, 8-9=-545/1925, 7-8=-977/2390, 6-7=-835/2124 WEBS 2-9=1366/985, 3-8=230/958, 4-8=551/424, 5-7=-770/436 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 7 except (jt=lb) 6=314,9=514,6=314. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cent 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Res. T13726272 �:Ice J35291 A06 Roof Special 1 1 (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 1 Z:01:29 2018 Page 1 • ID:DYZfeE3B3jnkwbCVVwFPOhzgXUG-2K4GmVDASVeg5t6DcIKLM3ld3WCgialYhlkYl9zSSYK 1-0.8 5-3-8 9-6-9 14-10-6 20.2-3 21-0-9 1-0.8 4.3.0 4.3.0 5.3.13 5.3.13 1-2-6 3x6 = Scale = 1:36.6 4x6 2.50 12 2.02 L12 US = 7 5x8 M18SHS = 9-10-1 21-4-9 1_0-8 5a_8 95-9 9- 1 14-10-6 20-2-3 0-11-13 0.8-0 4-3-0 43-D 5-0-55-3-13 0-9-10 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rTP12014 CSI. TC 0.89 BC 0.82 WB 0.47 Matrix -AS DEFL. in Vert(LL) 0.32 Vert(CT) -0.51 Horz(CT) 0.23 (loc) I/deft Ud 8-9 >748 240 8-9 >474 180 6 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 I Weight: 95 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied. 1-9: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-9-6 except Qt=length) 1=0-8-0. (lb) - Max Horz 1=138(LC 6) Max Uplift All uplift 100 lb or less atjoirit(s) except 1=383(LC 8), 6=-219(LC 8), 7=-179(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 1=951(LC 1), 6=712(LC 1), 7=268(LC 18), 6=712(LC 1) -FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2790/1102, 2-3=-2374/924, 3-4=-2337/909, 4-5=-2982/1157, 5-6=-2565/880 BOT CHORD 1-10=-936/2552, 9-10=944/2578, 8-9=-1014/2799, 7-8=-1006/2781, 6-7=871/2529 WEBS 5-7=-757/430, 3-9=-416/1236, 4-9=-665/332, 2-9=-472/266 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) I. considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 1, 219 lb uplift at joint 6, 179 lb uplift at joint 7 and 219 lb uplift at joint 6. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Res. �Michielsen T13726273 J35291 A07 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft Pierce, FL 34946 6.130 s NOV 13 201 I mi i eK inausmes, Inc. i ue Apr iu us:uz:42 Zut6 rage 1 ID:DYZfeE363jnkwbCVVWFPOhzgXUG-isbnaxM7BSiYi_VC4ueUFZgNAacP1x52rO1gACzSAyB 1-0.8 5-7-7 81-0-4-6-15 b-8-112 58-11 221-203 626 i 4x6 3x6 :�: 2.50 12 Scale = 1:39.2 2.02 112 3x4 = 7 6x8 M18SHS = 1-0-8 22-10-3 5-7-7 10-2-6 10- 14 15-11-2 21-7-13 22-5-7 4-6-15 4815 6 5.8.3 5-8-11 0-9-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.37 8-9 >697 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.59 8-9 >440 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) 0.27 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 98 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except* 1-10: 2x6 SP No.2, 9-10: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-9-6 except (jt=length) 1=0-8-0. (lb) - Max Horz 1=-147(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=410(LC 8), 6=241(LC 8), 7=-183(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 1=1018(LC 1), 6=786(LC 1), 7=262(LC 18), 6=786(LC 1) r FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3000/1181, 2-3=-2571/1000, 3-4=2529/982, 4-5=3296/1280, 5-6=-2840/976 BOT CHORD 1-10=-1005/2744, 9-10=-1023/2781, 8-9=-1125/3095, 7-8=-1118/3078, 6-7=-970/2802 WEBS 3-9=-451/1340, 4-9=-784/386, 5-7=-824/471, 2-9=-497/285 r NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint 1, 241 lb uplift at joint 6, 183 lb uplift at joint 7 and 241 lb uplift at joint 6. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Thomas A, Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. �e Design valid for use ony with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■.Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726274 J35291 A08 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:30 2018 Page 1 I D:DYZfeE3B3jnkwbCWwFPOhzgXUG-W WeezrEoDpmhi 1 g P9SravHggPwVeRz4hvPT5ZbzSSYJ 1-0-8 5.11-6 10-10.4 16.11-13 23-1-6 24-3-13 1-0-8 410.14 4-10-14 r11-9 6-1-9 Scale = 1:40.1 4x6 3x8 3x6 = 2.02112 1-0-8 24-3-13 &11-6 10.10 4 10.1 -12 16-11-13 23.1-6 311-0 410-14 410-14 0. 8 6.1-1 6-1-9 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 15.0 Lumber DOL 1.25 BC 0.97 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-6,1-8: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1093/0-8-0, 5=1095/0-9-6 Max Horz 1=-157(LC 6) Max Uplift 1=444(LC 8), 5=-445(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ..TOP CHORD 1-2=-3306/1313, 2-3=-2806/1099, 34=2769/1083, 4-5=-3821/1520 BOT CHORD 1-8=-1123/3028, 7-8=-1142/3065, 6-7=-1367/3616, 5-6=-1352/3596 WEBS 3-7=-518/1504, 4-7=-1081/546, 2.7=574/324 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.38 6-7 >772 240 MT20 244/190 Vert(CT) -0.61 6-7 >479 180 Horz(CT) 0.28 5 n/a n/a Weight: 110 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 1 and 445 lb uplift at joint 5. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A, Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® WARNING - 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 MiTek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 Qty Ply Michielsen Res. T13726275 J35291 A09 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:31 2018 Page 1 I D:DYZfeE3B3jnkwbCVVWFPOhzgXUG-_iBOBBFQ_7uXKBFbjANpSUNz5Kt1 ALig83Df52zSSYl i 1-0-8 6-3-5 11-s•2 18-0-9 _ 24-7-0 i z5.9.6 i 1-0-8 5-2-13 5.2-13 6.6.7 ' 6-6-7 Scale = 1:42.6 44 3x6 = 3x10 zz 2.50 12 2.02 1-0-8 11-7-14 25-9-6 635 11-8-2 1 1 10 18-6-9 24-7-0 5-0-10 -0 5-2-13 5-2-13 6-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.43 6-7 >725 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.69 6-7 >449 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.31 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 117 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied. 7-8: 2x4 SP No.2, 6-7: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1159/0-8-0, 5=1161/0-9-6 Max Horz 1=-170(LC 6) Max Uplift 1=-471(LC 8), 5=471(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. STOP CHORD 1-2=3573/1418, 2-3=-3003/1175, 3-4=2962/1158, 4-5=4125/1640 BOT CHORD 1-8=1217/3276, 7-8=-1236/3313, 6-7=1478/3905, 5-6=-1463/3885 WEBS 3-7=-556/1615, 4-7=1190/599, 2-7=-642/359 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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. I 7) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471 lb uplift at joint 1 and 471 lb uplift at joint 5. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A, Alban! PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 AWARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ahvays 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 ANSIrTPl1 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 Michielsen Res. J35291 A10 Roof Special 1 1 7�T136276 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:32 2018 Page 1 ID:DYZfeE3B3jnkwbCVVWFPOhzgXUG-Svl00XF21000yLgoHtu2_iw83kB_vtD_NjyCdUzSSYH 1-0-8 s-si2 11-11-0 13-11-14 20.0-4 26-0-9 27-3-0 1-0-8 1 5-5-4 2-0-14 6-0-6 6-0-6 1-2-6 4x6 zz 2.96112 4 5x5 ZZ Scale = 1:45.7 3x8 % 4x8 2.50 12 2.02 I12 1-0-8 27-3-0 6512 12-2-7 13.11-14 20-04 26-0-9 6-10-0 55-4 s&11 14-7 6-0-6 6-0b 10 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.78 BC 0.98 WB 0.65 Matrix -AS DEFL. in Vert(LL) 0.50 Vert(CT) -0.84 Horz(CT) 0.35 (loc) 1/deft Lid 7-8 >655 240 7-8 >388 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 126 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* 1-9,6-7: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1225/0-8-0, 6=1227/0-9-6 Max Horz 1-177(LC 6) Max Uplift 1= 497(LC 8), 6=-498(LC 8) .FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3850/1531, 2-3=-3190/1237, 3-4=-3170/1285, 4-5=-4510/1924, 5-6=4481/1765 BOT CHORD 1-9=-1321/3535, 8-9=-1340/3574, 7-8=1109/3283, 6-7=-1586/4224 WEBS 2-8=-710/418, 3-8=-630/1708, 4-8=-358/207, 5-7=-396/303, 4-7=-586/1222 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. 11; Exp C; Encl., GCp1=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Bearing at joint(s) 1, 6 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift at joint 1 and 498 lb uplift at joint 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I67473 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 M �'ir'e_ is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726277 J35291 All Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:33 2018 Page 1 I D:DYZfeE3B3jnkwbCVVwFPOhzgXUG-w5JnbsGg Wk8FZVP_rbPHXvSHr8aleKg7cNilAwzSSYG 1-0•8 511-11 10-10-14 1e-0-z zs1-a z6-11-13 za-b-s 1-0-a 4-11-3 4-11-3 7-1.4 7-1-4 1-10.7 1-8-12 M d 4 Scale = 1:48.5 46 1.48112 5x8 M18SHS = 3x8 = 4x10 = 2.50 12 2.02 1-0 8 28-8-9 511-11 11-2-7 18-0-2 25.1E z7t 831 411-3 52-12 6-9-11 7-14 2-413 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.90 BC 0.81' WB 0.70 Matrix -AS DEFL. in Vert(LL) 0.67 Vert(CT) -1.01 Horz(CT) 0.42 (loc) I/deft Ud 10 >516 240 9-10 >340 180 8 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 132 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-7: 2x4 SP 2850F 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP 285OF 1.8E 'Except* WEBS 1 Row at midpt 4-11 1-12: 2x6 SP No.2, 8-9: 2x6 SP SS, 11-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1291/0-8-0, 8=1293/0-9-6 Max Horz 1=-151(LC 6) Max Uplift 1=524(LC 8), 8=-525(LC 8) .FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4067/1620, 2-3=-3654/1448, 3-4=-3726/1473, 4-6=-5662/2271, 6-7=5173/2098, 7-8=-5175/2086 BOT CHORD 1-12=-1407/3734, 11-12=-1431/3782, 10-11=-2097/5515, 9-10=-2020/5061, 8-9=-1975/4979 WEBS 2-11=-535/284, 3-11=-650/1842, 4-11=-1987/893, 4-10=0/273, 6-10=-77/483, 6-9=-260/190 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) '-This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 524 lb uplift at joint 1 and 525 lb uplift at joint 8. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i V 9 iTe k� Is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726278 J35291 Al2 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:34 2018 Page 1 ID:DYZfeE3B3inkwbCVVwFPOhzgXUG-OHl9pCHJH2G6Bf AOIwW37?TFXtYNIxHg1RJiMzSSYF 1-0-8 SS9 9-10.11 15.1-1 20-3-7 26-7-6 1-0-8 4S1 4.5-1 52.6 52.6 6-4-0 3x8 2.50 12 4x6 ZZ 1-0.8 SS9 10-2-4 17-10.1 26-7-6 4-5-1 4-8-11 17771 Scale = 1:44.3 3x10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.74 8-10 >429 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.15 8-10 >278 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.41 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 118 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 1-3: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except' 1-10: 2x6 SP No.2, 7-9: 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1215/0-8-0, 7=1181/0-11-8 Max Horz 1=-134(LC 6) Max Uplift 1=493(LC 8), 7=-479(LC 8) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3809/1527, 2-3=-3457/1364, 3-4=-3541/1403, 4-6=-5503/2155, 6-7=-6061/2500 BOT CHORD 1-11=-1329/3498, 10-11=-1341/3535, 8-10=-1883/4902, 7-8=-2375/5873 WEBS 3-10=-658/1824, 4-10=-1527/740, 4-8=-112/719, 6-8=-551/408, 2-10=-455/258 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 493 lb uplift at joint 1 and 479 lb uplift at joint 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 10,2018 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Michielsen Res. T13726279 J35291 A13 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:35 2018 Page 1 ID:DYZfeE3B3jnkwbCVVwFPOhzgXUG-IURXOYlx2LOzpoZNyORIcKXh5xCP6C4Q3hBsEpzSSYE 1-0-8 5•a0 8-10-8 14-0-0 18-0-0 23-10-11 1-o-s 311-e alas 5 1-a a-ao 5 tall Scale = 1:39.4 4x6 Zz 2.50 12 1.48 12 3x6 = 3x10 = 1-0-8 540 9-2-2 14-0-0 18-0-0 23-10-11 3.11-e 4-2-2 49.14 4-0-0 5-10-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.66 Vert(LL) 0.61 7-8 >470 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.92 7-8 >313 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.33 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 106 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 *Except` BOT CHORD Rigid ceiling directly applied. 6-9: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1092/0-8-0, 6=1058/0-11-8 Max Horz 1=-118(LC 6) Max Uplift 1=-443(LC 8), 6=-429(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. • TOP CHORD 1-2=3395/1424, 2-3=-3017/1191, 3-4=3107/1231, 4-5=4624/1871, 5-6=-515312080 BOT CHORD 1-9=-1243/3123, 8-9=-1710/4519, 7-8=-1972/4997, 6-7=-1967/4984 WEBS 3-9=-530/1526, 4-9=-1551/706, 4-8=56/294, 5-8=-547/260, 2-9=-422/295 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 6 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 443 lb uplift at joint 1 and 429 lb uplift at joint 6. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 10,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 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 pp� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek• is always required for stability and to prevent collapse, with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726280 J35291 A14 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Man Apr 9 12:01:35 2018 Page 1 I D:DYZfeE3B3jnkwbCWWFPOhzgXUG-tURXOYlx2LOzpoZNyORIcKXgexFt6HfQ3hBsEpzSSYE 1-0.8 7-10-6 13.11-6 21-1-15 1-0-8 6-9-14 6.1.0 7-2-9 Scale = 1:34.8 4x6 3x6 2.50 12 1.48 12 3x8 = -0-8 8-1- 5 3- -6 -1-15 -0 0-8-0 71 5-9-6 7-2-9 Plate Offsets (X Y1— 12:0-3-0 G-1-151 16:0-4-0 0-2-e1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.46 5-6 >552 240 MT20 244/190 . TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.71 5-6 >356 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.24 4 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix -AS Weight: 84 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 4-6: 2x4 SP No.1 WEBS 1 Row at midpt 3-6 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=969/0-8-0, 4=935/0-11-8 Max Horz 1=105(LC 6) Max Uplift 1=394(LC 8), 4=-380(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. *TOPCHORD 1-2=-2775/1079, 2-3=-2800/1119, 3-4=4380/1759 BOT CHORD 1-6=-881/2531, 5-6=-1648/4240, 4-5=-1646/4234 WEBS 2-6=-406/1257, 3-6=-1645/711 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed fora 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 394 lb uplift at joint 1 and 380 lb uplift at joint 4. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alberti PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Res. T13726281 J35291 A15 Roof Special 1 �Michielsen 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.isu s Nov is 20i r Mi t ex mcusmes, Inc. rue Apr iu 09:03:15 aia rage i ID:DYZfeE3B3jnkwbCWWFPOhzgXUG-IC5GWDIgQbstA3XYVJkD4Wt1 wurgGoBvROX4pnzSAxg 1-0 8 6-10-3 12-0-14 18-5-3 1-0-8 5-9-11 5-2-11 6-4-5 Scale = 1:29.9 44 = 2.50 12 1.48112 3x8 = 8 3x4 = 6x8 = lt- -0-8 7-1-13 -0-14 8-5-3 0-8-0 6-1-5 4-11-2 64-5 Plate Offsets (X Y)— f1.0-3-14 0-1-101 f2.0-1-12 0-0-121 f5:0-4-7 0-0-131 17.0-2-8 0-3-41 f8:0-3-1 Edgel 18:0-0-0 0-1-121, f8:0-1-2,0-2-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.37 6-7 >567 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.58 6-7 >360 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.21 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 68 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 Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 5=0-11-8. (lb) - Max Horz 1=91(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 5=-319(LC 8), 8=296(1_C 8) Max Grav All reactions 250 lb or less at joint(s) except 1=568(LC 18), 5=800(LC 1), 8=462(LC 17), 1=516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1564/350, 2-3=2194/809, 3-4=-2225/841, 4-5=-3592/1411 BOT CHORD 1-8=-436/1654, 7-8=632/1977, 6-7=1315/3474, 5-6=-1314/3470 WEBS 2-8=-1043/680,3-7=-299/1027,4-7=-1384/632 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1.00 lb uplift at joint(s) 1, 1 except Qt=lb) 5=319, 8=296. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Thomas A, Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 r& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-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 p �r t building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and 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 Res. �Michielsen T13726282 J35291 A16 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Nov 13 2017 MiTek Industries, Inc. Tue Apr 10 09:03:35 2018 Page 1 ID:DYZfeE3B3jnkwbCVVWFPOhzgXUG-i3lpi2?NjkN1 Z72OgW5vukXVSygfywys1 BN7WdzSAxM 1-0 8 5-10-1 10-2-7 15-8-8 1-0 8 4-9-9 4-4-7 5.6-0 Scale = 1:25.5 4x4 3x4 = 6x8 = 2.50112 1.48 12 3x6 = 7 -8V 0-0-8 6- - 0 15-8-8 5-1-2 9-114 Plate Offsets (X,Y)— 11:0-3-14,0-1-10] 12:0-1-12,0-0-121. 17:0-1-2,0-2-141, 17:0-3-1 Edgel. 17:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 15.0 Lumber DOL 1.25 BC 0.96 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.22 6-15 >807 240 MT20 2441190 Vert(CT) -0.48 6-15 >363 180 Horz(CT) 0.14 5 n/a n/a Weight: 57 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 5=0-11-8. (lb) - Max Horz 1=78(1_C 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 5=-268(LC 8), 7=277(1_13 8) Max Grav All reactions 250 lb or less atjoint(s) except 1=463(LC 18), 5=677(LC 1), 7=347(LC 17), 1=444(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1273/278, 2-3=1786/631, 3-4=-1836/657, 4-5=2827/1164 BOT CHORD 1-7=-331/1339, 6-7=-479/1605, 5-6=-107912745 WEBS 2-7=853/520, 3-6=-222/861, 4-6=-1018/554 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 1 except (jt=lb) 5=268, 7=277. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING - 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 my building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726283 J35291 A17 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:38 2018 Page 1 I D:DYZfeE3B3jnkwb C WwF POhzgXUG-H 37gfaKpLGnYg Glxd8?S Ez9 F M9J7J izslfP Wr8zS SYB 1-0-8 4-9-14 8-4-0 12-11-12 1-0-8 1 3-9-6 3-6-2 4-7-12 Scale = 1:21.1 4x4 Zzz 5.00 12 2.96 12 3x4 4 2 n 5 5x5 = o � o 1 48 12 4x4 = 5x8 = 2.50 12 3x4 7 -1' 8 5-1-7 12-11-12 U11 0V-0 4-0-15 7-10-6 Plate Offsets (X Y)— 12.0-1-12 0-0-121 17:0-1-2 0-2-81 17:0-0-0 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.13 6-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.25 6-15 >581 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.08 5 n/a n/a BCDL 10.0 Code FBC20171TPl2014 Matrix -AS Weight: 47 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 Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Gt=length) 5=0-11-8. (lb) - Max Horz 1=64(1_C 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 5=-217(LC 8), 7=-241(LC B) Max Grav All reactions 250lb or less atjoint(s) except 1=293(LC 1), 5=549(LC 1), 7=340(LC 13), 1=293(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. . TOP CHORD 1-2=916/205, 2-3=-1327/472, 3-4=-1377/494, 4-5=-2136/875 BOT CHORD 1-7=234/970, 6-7=-344/1178, 5-6=-807/2073 WEBS 2-7=688/391, 3-6=-166/656, 4-6=-775/422 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 1 except Gt=lb) 5=217, 7=241. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall /g building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726284 J35291 A18 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, iI 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:39 2018 Page 1 ID:DYZfeE3B3jnkwbCVVwFPOhzgXUG-IFg2swLR5avPHQs8BrWhaiNQKYgh2900_J94NazSSYA 3.11-13 1-0-8 3.8.7 3 10 2 4-6.15 10.3.0 1-0-8 2-7-16 0-1-11 0.7-2 5.8.1 0-1-10 Scale = 1:17.0 4x4 4x4 = 5x8 = 41 x4 3x4 = 0-0-8 1-0-8 3-9-15 3-1 -2 4-6-15 10-3-0 0.1-5 0-8-0 2-9-7 0- -3 0-8-12 5-8-1 Plate Offsets (X Y)— f1:0-1-10 Edgel 12:0-1-12 0-0-121 17:0-3-0 0-1-121 18:0-0-0 0-1-121f8:0-1-2 0-2-81 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 CSI. DEFL. in (loc) I/defl Ud TC 0.46 Vert(LL) 0.13 6-16 >869 240 BC 0.59 Vert(CT) -0.20 6-16 >558 180 WB 0.20 Horz(CT) 0.04 5 n/a n/a Matrix -AS PLATES GRIP MT20 244/190 Weight: 34 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 5=0-11-8. (lb) - Max Horz 1=-50(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 1=-163(LC 8), 5=-178(LC 8), 8=-143(LC 18) Max Grav All reactions 250 lb or less atjoint(s) 8 except 1=491(LC 1), 5=445(LC 1), 1=491(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. eTOP CHORD 1-2=1021/335, 2-3=-1264/496, 3-4=-1130/478, 4-5=11921467 BOT CHORD 1-8=323/1015, 7-8=-396/1157, 6-7=-382/1118, 5-6=-401/1140 WEBS 2-8=-418/233, 3-7=196/521 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Bearing at joint(s) 5 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 1, 178 lb uplift at joint 5, 143 lb uplift at joint 8 and 163 lb uplift at joint 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726285 J35291 A19 Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Man Apr 9 12:01:40 2018 Page 1 ID:DYZfeE3B3jnkwbCVVWFPOhzgXUG-DREQ3GM4sulGvaRKIZ1wJOFfUy2sne49DzudwOzSSY9 1-8-8 4-7-10 7-6-6 1-8-8 2-11-2 2-10-12 Scale = 1:14.4 4x4 = 4x4 = 5.00 12 NAILED NAILED 2.96 12 2 17 3 3x4 = 2.50112 1.48 L12- 3x4 = 2x4 = 4-7-10 5-2-12 7-6-6 -9-8 2-9-10 0-7-2 2-3-10 Plate Offsets (X Y)— 13:0-2-1 0-2-31 I6:0-2-6 0-1-51 f7:0-2-8 0-1-121 f8:0-2-0 0-0-71 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.05 5 >999 240 MT20 , 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.07 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 24 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 4=0-11-8. (lb) - Max Horz 1=23(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 8 except 1=-148(LC 8), 4=-131(LC 8) Max Grav All reactions 250lb or less atjoint(s) 8 except 1=375(LC 1), 4=323(LC 1), 1=375(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. -TOP CHORD 1-2=823/340, 2-3=-767/325, 3-4=-790/329 BOT CHORD 1-8=-275/726, 7-8=277/736, 6-7=-285/767, 5-6=292/761, 4-5=291/758 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSl1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Qt=lb) 1=148, 4=131, 1=148. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 8-9=-20, 7-8=-20, 5-7=20, 5-14=-20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® 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 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 my building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Michielsen Res. T13726286 J35291 B01 G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 1 4J 5-1-0 4x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:u1:40 2018 rage 1 ID:DYZfeE3B3jnkwbCVVwFPOhzgXUG-DREQ3GM4su1GvaRKIZ1wJOFeHy3mnez9DzudwOzSSY9 9-2-8 11-7-5 ,12-1-131 4-1-8 2-4-13 0�-7 14 4x6 = , 3.50 , c 8 3X6 = b 3x4 = 3x4 = Scale = 1:20.5 4.03 112 I -8 5-1-0 -4 9-2-8 1 - 13 �-6 4-8-8 -3 3-10-0 2-10-12 0- -8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 8-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.05 8-13 >999 180 BCLL 0.0 Rep Stress Incr NO WE 0.09 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 56lb FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 5-6: 2x6 SP No.2 REACTIONS. (lb/size) 1=345/0-8-0, 6=305/1-0-8, 8=724/0-8-0 Max Horz 1=123(LC 7) Max Uplift 1=159(1-C 8), 6=-150(LC 25), 8=-372(LC 5) Max Grav 1=346(LC 17), 6=305(LC 1), 8=733(LC 18) • FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=326/187 BOT CHORD 1-8=124/273, 7-8=-138/265. 6-7=-139/262 WEBS 3-6=-280/137, 2-8=-419/300 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=159, 6=150, 8=372. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 lb down and 339 lb up at 5-1-0 on tap chord, and 127 lb down and 81 lb up at 5-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 4-5=-70, 6-9=-20 Concentrated Loads (lb) Vert: 2=-1 84(B) 15=-1 17(B) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p �r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726287 J35291 B02 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:41 2018 Page 1 I D:DYZfeE3B3jnkwbCVVwFPOhzgXUG-heooHcMidB97XjO WJGY9rbng7MRiW4QJRdeBSSzSSY8 3-0-0 3-7-9 8-2-8 9-2-7 3-0-0 0-7-9 4-6-15 0-11-15 d� �rA 5.00 12 4x4 Zz 4x4 = 3 3.50112 3x4 = 2x4 = Scale=1:17.7 3-0-0 1 0-7-9 5-1-14 0-5-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 6-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.04 6-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix -AS Weight: 38 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=388/0-8-0, 5=427/0-104 Max Horz 7=-115(LC 6) Max Uplift 7=-159(LC 8), 5=-172(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=551/262, 3-4=624/259, 4-5=-635/240 BOT CHORD 6-7=-170/525, 5-6=-1791560 sWEBS 2-7=-549/232 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=159, 5=172. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date; April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Michielsen Res. T13726288 J35291 B03 Roof Special 1 1 Job Reference optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:42 2018 Page 1 ID:DYZfeE3B3jnkwbCVVwFPOhzgXUG-9gMAUxNKOVH_8tbjs_300pKOJmo2FYoSgHNk vzSSY7 1-0-0 2-9-7 7-3-12 1-0-0 1-9-7 4-0-0 4x4 5.00 12 Scale = 1:14.0 6 3x4 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 15.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=345/0-11-7, 6=300/0-8-0 Max Horz 6=-69(LC 6) Max Uplift 4=-140(LC 8). 6=-122(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-446/202, 3-4=-465/195 BOT CHORD 5-6=124/331, 4-5=-131/413 ,WEBS 2-6=376/175 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.01 5-11 >999 240 MT20 244/190 Vert(CT) -0.02 5-11 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 28 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=140, 6=122. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39360 MITek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726289 J35291 B04 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:43 2018 Page 1 ID:DYZfeE3B3jnkwbCWwFPOhzgXUG-eOwZiHOy9pPrmlAvQhadxOtC4A9K Obbvx7HWLzSSY6 2-3-14 5-7-11 2-3-14 3-3-14 4x4 2x4 = a an 1» 2x4 = 0-4, 2-3-14 5-2-1 5-7-11 0�J3 1_11.8 2-10-3 0-5-11 Scale = 1:11.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Verl(CT) -0.01 4-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=249/0-8-0, 3=259/0-11-7 Max Horz 1=32(LC 6) Max Uplift 1=-101(LC 8), 3=-105(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-294/127, 2-3=-290/122 BOT CHORD 3-4=74/253 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 100 lb uplift at joint(s) except Qt=lb) 1=101, 3=105. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall met building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726290 J35291 605 Roof Special Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:43 2018 Page 1 I D:DYZfeE3B3jnkwbCVVWFPOhzgXUG-eOwZiHOy9pPrmlAvQhadxOtDyAA3_06bvx7H WLzSSY6 1-4-8 1-7-10 3-7-3 1-4-8 0-3-2 1-11-9 Special 3x4 Zz Scale = 1:7.2 .... f n 2 3.50 112 2X4 = 2X4 = 0-0-8 1-4-8 i 1-7-10 3-1-8 3-7-3 0-4-8 1-0-0 0-3-2 15-15 OS-11 Plate Offsets (X Y)— 12:0-1-10 0-2-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 13 >999 180 BCLL 0.0 Rep Stress Incr NO WE 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix -MP Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=161/0-8-0, 3=170/0-11-7 Max Horz 1=-20(LC 6) Max Uplift 1=75(LC 8), 3=74(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9:Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 100 lb uplift at joint(s) 1, 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 67 lb up at 1-6-1 on top chord, and 6 lb down and 9 lb up at 1-4-8, and 5 lb down and 8 lb up at 1-7-10 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 4-9=-20 Concentrated Loads (lb) Vert: 14=-7(B) Thomas A. Albani PE No.39380 MiTek USA, Inc. FLCert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7eke 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 ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726291 J35291 ZCJ1 Jack -Open 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 2x3 = 1-4-8 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:44 2018 Page 1 I D:DYZfeE3B3jnkwbCVVwFPOhzgXUG-6CUxvdPaw6XhOBl5_P6sTEPOyZWgjTLl7bsr3nzSSY5 Scale = 1:7.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 4 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-4-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=85/0-8-0, 2=26/Mechanical, 3=12/Mechanical Max Horz 1=34(LC 8) Max Uplift 1=23(LC 8), 2=-21(LC 8), 3=-5(LC 8) Max Grav 1=85(LC 1), 2=27(LC 13), 3=17(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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i V l 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 ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726292 J35291 ZCJ1S Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:45 2018 Page 1 • ID:DYZfeE3B3jnkwbCVVwFPOhzgXUG-aP2J7zPChQfY?LKIY6d5ORyZVzs_SwbuMEcObEzSSY4 1-4-8 1-4-8 Scale = 1:7.3 24 = 041 2x4 = 0-8-0 0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-4-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=85/0-8-0, 2=35/Mechanical, 3=3/Mechanical Max Horz 1=34(LC 8) Max Uplift 1=-23(LC 8), 2=-27(LC 8) Max Grav 1=85(LC 1), 2=37(LC 13), 3=6(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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. If; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® 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 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 �qq�• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �y� 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Michielsen Res. T13726293 J35291 ZCJ3 Jack -Open 2 1 Job Reference (optional) i East Coast Truss, FL Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:45 2018 Page 1 I D:6YZfeE3B3jnkwbCWwFPOhzgXUG-aP2J7zPChQfY?LKIY6d5ORyWezgrSwbuMEcObEzSSY4 3-4-8 3-4-8 2x3 = i 03 611a 3-D-n-4-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 CSI. DEFL. in (loc) I/defl L/d TC 0.21 Vert(LL) 0.01 3-8 >999 240 BC 0.16 Vert(CT) -0.01 3-8 >999 180 WB 0.00 Horz(CT) -0.00 2 n/a n/a Matrix -MP REACTIONS. (lb/size) 1=168/0-8-0, 2=90/Mechanical, 3=40/Mechanical Max Horz 1=84(LC 8) Max Uplift 1=-48(LC 8), 2=-66(LC 8), 3=-7(LC 8) Max Grav 1=168(LC 1), 2=94(LC 13), 3=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.5 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Wek® 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 ISO' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �''i'e�° 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 ANSfITPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726294 J35291 ZCJ3S Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:46 2018 Page 1 • ID:DYZfeE3B3jnkwbCWWFPOhzgXUG-2bbhKJQgSknPdVvU5p8KYfVh1NAzBNr2buLx7gzSSY3 1-0-8 3-4-8 1-0-8 2-4-0 Scale = 1:11.5 4 2x4 = 0-4-8 2xe-8-0 24-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 2=Mechanical, 3=Mechanical. (lb) - Max Horz 1=84(LC 8) Max Uplift All uplift 100 lb or less at joints) 2 except 4=-107(LC 8) Max Grant All reactions 2501b or less at joint(s) 1, 2, 4, 3, 1 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=lb) 4=107. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Wek® connectors. This design is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall r■■/p�.YY■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Michielsen Res. T13726295 J35291 ZEJ1B Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x4 = 1-5-3 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:46 2018 Page 1 I D: DYZfeE3B3jnkwb C WwFPOhzgXU G•2bbhKJ QgSknPd VvU 5p8KYf Vj RNC I B Nr2b uLx7gzSSY3 Scale = 1:7.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-5-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=27/Mechanical, 3=13/Mechanical, 1=88/0-8-10 Max Horz 1=33(LC 8) Max Uplift 2=21(LC 8), 3=-5(LC 8), 1=-26(LC 8) Max Grav 2=27(LC 13). 3=17(LC 3), 1=88(LC 1) 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. * Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �]�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726296 J35291 ZEJ2 Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, E 6.130 s Mar 11 201B Mi I eK Industries, Inc. Mon Apr u lz:ul:41 zul if rage 1 ID:DYZfeE3B3jnkwbCWwFPOhzgXUG-Wn93XfRTD1 vGFeUgfXfa5sl ucnXJwg5BgY5Vf6zSSY2 1-8-8 4 2x4 = 2x3 = r 0-0-8 1-0-8 1-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 9 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=98/0-8-0, 2=48/Mechanical, 3=7/Mechanical Max Horz 1=43(LC 8) Max Uplift 1=-27(LC 8), 2=37(LC 8) Max Grav 1=98(LC 1). 2=51(LC 13), 3=13(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1.5'=1' PLATES GRIP MT20 244/190 Weight: 6 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 - 6964 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 A is always required for stability and to prevent collapse with. possible personal injury and property damage. For general guidance regarding the AiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-99 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 Michielsen Res. T13726297 J35291 ZEJ2A Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:48 2018 Page 1 ID:DYZfeE3B3jnkwbCVVWFPOhzgXUG-JSI?S5_L17so2sDEApe4a3GBtYfHLL2Cg2CZzSSY1 Scale: 1.5"=1' 2x4 = i 0-4.6 1-0-10 0.4.6 0-8-0 2x4 = 11 0�--9-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 6 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-9-1 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=51/Mechanical, 3=7/Mechanical, 1=99/0-8-2 Max Horz 1=42(LC 8) Max Uplift 2=37(1_C 8), 1=29(1_C 8) Max Gram 2=52(LC 13), 3=14(LC 3), 1=99(LC 1) 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. Thomas A. Albani PE No.39300 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111-7473 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 at ss 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:48 2018 Page 1 I D:DYZfeE3 B3jnkwb CV VW F POhzgXU G-JSI?S5_L 17so2sD EApe4axhBnjfHL L2C g2CZzSSY 1 �I 2x3 = 5-1-0 Ig Scale: 3/4"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.04 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Verl(CT) -0.05 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017f rPI2014 Matrix -AS Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 1=24410-8-0, 2=146/Mechanical, 3=61/Mechanical Max Horz 1=127(LC 8) Max Uplift 1=-70(LC 8), 2=106(1_13 8), 3=7(LC 8) Max Grav 1=244(LC 1), 2=153(LC 13), 3=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 2=106. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 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 WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and BCS1 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 Michielsen Res. T13726299 J35291 ZEJ5S Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:49 2018 Page 1 ID:DYZfeE3B3jnkwbCWwFPOhzgXUG-SAHgyLSjlf9_Uyd3nyh2AH77Ha7DOjbUHsack7iSSYO 1-0 8 5-4-8 1-0-8 44-0 2x4 — 2X4 = 4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 CSI. DEFL. in (loc) I/deft Ud TC 0.49 Vert(LL) -0.02 3-4 >999 240 BC 0.45 Vert(CT) -0.04 3-4 >999 180 WB 0.00 Horz(CT) -0.00 2 n/a n/a Matrix -AS Scale = 1:17.3 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-8-0 except Gt=length) 2=Mechanical, 3=Mechanical. (lb) - Max Horz 1=134(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 1 except 4=-278(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 2, 3 except 4=406(LC 13) 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=9.Opsf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. - Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 1 except Gt=lb) 4=278. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FI. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 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 ■•Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi 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 ANSIITPIt 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 Michielsen Res. T13726300 J35291 ZEJ5S1 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:50 2018 Page 1 I D:DYZfeE3B3jnkwbCWwFPOhzgXUG-wMrCAhTLWyHr66CFKfCHjVfGN_SV7AKdW WJ9GRzSSY? 1-0-8 3-9-8 54-8 1-0-8 2-9-0 1-7-0 ji 3x4 = 2x4 = 6 Scale = 1:17.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.04 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.05 5 >985 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) 0.01 4 ' n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 18 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Ut=length) 3=Mechanical, 4=Mechanical. (lb) - Max Horz 1=134(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 3 except 1=-121(LC 13), 6=-273(LC 8), 1=101(1_C 1) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4 except 6=434(LC 13) 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 1=121, 6=273, 1=121. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726301 J35291 ZEJ5S2 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:50 2018 Page 1 I D:DYZfeE3B3jnkwbCVVwFPOhzgXUG-wMrCAhTLWyHr66CFKfCH)VfFD_Rw7APd W WJ9GRzSSY? 1-0-8 1-7-2 4-5-0 _, 5-4-8 1-0-8 0�-10 1 2-9-15 0-11-8 Io 3x4 = 8 2: 2x4 —50 12 1.48 12 Scale = 1:17.3 0-4-8 , 1-0.6 0-4, 0 OF-10 4-5-0 2-9-15 5-0-8 0-11.8 Plate Offsets (X Y)— 17:0-2-8 0-3-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.04 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.05 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except at=length) 4=Mechanical, 5=Mechanical. (lb) - Max Horz 1=134(LC 8) Max Uplift All uplift 100lb or less atjoint(s) 4 except 1=-127(LC 13), 8=-268(LC 8). 1=-106(LC 1) Max Grav All reactions 250 lb or less atjoint(s) 1, 4, 5 except 8=440(LC 13) 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 1=127, 8=268, 1=127. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; April 10,2018 WARNING - 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 ■`�.�Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726302 J35291 ZHJ1 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. Y 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 TCDL 15.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=36/Mechanical, 3=17/Mechanical, 1=115/0-11-5 Max Horz 1=33(LC 8) Max Uplift 2=-25(LC 8), 3=4(LC 8). 1=39(1_C 8) Max Grav 2=36(LC 1), 3=23(LC 3). 1=115(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 9 12:01:51 2018 Page 1 I D: DYZfeE3B3j nkwbC V VwFP OhzgXU G-PZPaNOUzH GPij Gn Ru NkW F i CayOvl sd4nkA3iotzSSY_ 1-10-9 1-10-9 Scale = 1:7.2 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.00 8 >999 240 MT20 244/190 Vert(CT) -0.00 8 >999 180 Horz(CT) -0.00 2 n/a file Weight: 6 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117I1.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MRekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek* building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTeiC� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726303 J35291 ZHJ2 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:52 2018 Page 1 I D: DYZfeE3B3jnkwbCV VW FPOhzgX UG-tlzyb MVb2aYZLQ McS4 FIov4lTo FYb4Kwzgo GKKzSSXz 1-4-3 1-0-2 NAILED 2X4 = 4 3x4 = i OE-0 1-4-3 i 245 Scale: 1.5"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 7 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-10-3 except Qt=length) 2=Mechanical, 3=Mechanical. (lb) - Max Horz 1=41(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 1, 2, 4 Max Grav All reactions 250 lb or less atjoint(s) 1, 2, 4,.3, 1 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 2-0-0 oc. _ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 4, 1. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 4-5=-20, 3-4=-20 Concentrated Loads (lb) Vert: 2=3(B) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING- Vedl y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall i �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Michielsen Res. T13726304 J35291 ZHJ5 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr a lz:ut:b3'Luid rage 1 • ID:DYZfeE3B3jnkwbCWwFPOhzgXUG-LxXKoiWDotgQzZxgOom_L7HjGCRgKXa4CUYpsmzSSXy 3-10-5 3-3-4 2x4 = Scale = 1:15.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.18 3-8 >480 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.23 3-8 >368 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 22 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 No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=355/0-11-5, 2=207/Mechanical, 3=104/Mechanical Max Horz 1=126(LC 8) Max Uplift 1=145(LC 8), 2=-141(LC 8), 3=28(LC 8) Max Grav 1=355(LC 1), 2=207(LC 1), 3=131(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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 1=145,2=141. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 11=-6(F=-3, B=-3) 12=-24(F=-12. B=-12) Thomas A, Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 10,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek' 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 ANSIITPN 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 Michielsen Res. T13726305 J35291 ZHJ5S Diagonal Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 9 12:01:53 2018 Page 1 I D:DYZfeE3B3jnkwbCVVwFPOhzgXUG-LxXKoiWDotgQzZxgOom_L7HjXCOkKXa4CUYpsmzSSXy 1 4-3 4-3-9 7-6-7 14-3 2-11-6 3-2-14 3x4 = 3x4 = 4 i 0-6-2 1 1t 4-3-9 7.6-7 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017frPI2014 CSI. DEFL. in (loc) 1/clef] L/d TC 0.86 Vert(LL) -0.01 5 >455 240 BC 0.79 Vert(CT) -0.12 3-4 >638 180 WB 0.00 Horz(CT) -0.01 2 n/a n/a Matrix -MS Scale = 1:17.1 PLATES GRIP MT20 244/190 Weight: 23 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 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-10-3 except Qt=length) 2=Mechanical, 3=Mechanical. (lb) - Max Horz 1=133(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) except 1=-159(LC 25), 2=-131(LC 8), 4=-290(LC 8), 1=-148(LC 1) Max Grav All reactions 250 lb or less at joints) 1, 2, 3 except 4=584(LC 25) 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=9.Opsf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 159 lb uplift at joint 1, 131 lb uplift at joint 2, 290 lb uplift at joint 4 and 159 lb uplift at joint 1. 7) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 4-5=-20, 3-4=20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 10,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System A General Safety (Votes PLATE LOCATION AND ORIENTATION 3I4' 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. O'yT1fi 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 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. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 WEBS o3v 4 ELu U O o- ~ c7-9 c6-7 c5-6 O0 BOTTOM CHORDS 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 ICC-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 Engineering Reference Sheet: MII-7473 rev. 10103/2015 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 ANSIrTPI 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 ANSI/TPI 1 Quality Criteria. r .