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HomeMy WebLinkAboutTRUSSLumber design`v t6s'a;=e,in accordance with ANSI/TPI 1 section 6.3 These- truss designs rely on lumber values established by others. MiTek' RE: 1388990-GEM-MAY - Site Information: Customer Info: GEM BLDRS Project Name MAY Model: Z-C)06 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Lot/Block: Subdivision: NSARDA�LpROPOSEDWORK Address: DYER ROAD THESE PLA ANY C City: ST LUCIE CO State: FL AREUSREDLC"ot) NSPEOYORSTHAT REQ ORDER TO Name Address and License # of Structural Enginegxtof3F�� LLp1 %M01 8E or the building, Name: Ll� Address: City- State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loadirg Conditions): Design Code: FBC2017/FP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 72 individual, dated Truss Design Drawings and 0 Additional Drawings. With m'y seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name D�No. Seal# I Truss Name Date, 1 T13581405 I A01 3/23/18 118 1 T13581422 1003 3/23/18 12 TI-3581406 I A02 1 3/23/18 119 1 T13581423 1 C04 1 3/23/18 3 1 T13581407 1 A03 1 3/23/18 120 1 T13581424 1 C05 1 3/23/18 14 1 T13581408 1 A04 1 3/23/18 121 1 T13581425 1 CJ 1 1 3/23/18 1 15 1 T13581409 1 A05 1 3/23/18 122 1 T13581426 1 CJ2 1 3/23/18 16 1 T13581410 1 A06 1 3/23/18 123 1 T13581427 1 CJ3 1 3/23/18 17 I T13581411 I A07 1 3/23/18 124 1 T13581428 1 CJ 11 1 3/23/18 18 1 T13581412 1 A08 1 3/23/18 125 1 T13581429 1 CJ 13 ' 1 3/23/18 1 19 1 T13581413 1 B01 1 3/23/18 126 1 T13581430 1 CJ31 1 3/23/18 1 110 1 T13581414 1 B02 1 3/23/18 127 I T13581431 1 CJ32 1 3/23/18 Ill I T13581415 1 B03 1 3/23/18 128 1 T13581432 1 CJ33 1 3/23/18 112 1 T13581416 1 B04 1 3/23/18 129 1 T13581433 1 CJ52 1 3/23/18 1 113 1 T13581417 1 B05 1 3/23/18 130 1 T13581434 1 CJ53 1 3/23/18 114 1 T13581418 1 B06 1 3/23/18 131 -1 T13581435 1 D01 1 3/23/18 115 1 T13581419 1 B07 1 3/23/18 132 1 T13581436 1 D02 1 3/23/18 116 1 T13581420 1 C01 1 3/23/18 133 f T13581437 1 D03 1 3/23/18 117 1 T13581421 1 CO2 1 3/23/18 134 1 T13581438 1 D04 1 3/23/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based, on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter 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. COPY ;r7t-�y�sry. LL � l �Cn M H C� Is R �P, 1V SF•'7i ��� No 2 39 S TE OF �/ •; ORI A` Walter P. Finn PE No.22839 MiTek USA, Inc. Ft Cert 6634 6904 Parke East Blvd. Tampa Fl- 33610 Date: March 23,2018 Finn, Walter 1 of 2 iwi RE: 1388990-GEM-MAY - Site Information: Customer Info: GEM BLDRS Lot/Block: Address: DYER ROAD City: ST LUCIE CO Project Name: MAY Model: Subdivision: No. Seal# I Truss Name IDate 35 1 T13581439 1 E01 3/23/1'8 136. 1 T13581440 1 E02 13/23/18 137 1 T13581441 1 E03 1 3/23/18 138 1 T13581442 1 E04 1 3/23/18 139 1 T13581443 1 EA 1 3/23/18 140 1 T13581444 1 EJ5 1 3/23/18 141 1 T13581445 1 ER 1 3/23/1'8 142 1 T13581446 1 EJ8 1 3/23/18 143 1 T13581447 1 EJ71 1 3/23/1,8 144 I T13581448 J EJ72 1 3/23/1.8 145 I T13581449 J EJ74 1 3/23/118 146 1 T13581450 1 EJ81 1 3/23/1,8 147 I T13581451 J EJ82 1 3/23/18 148 1 T13581452 1 E483 1 3/23/18 149 1 T13581453 1 G01 1 3/23/18 150 1 T13581454 1 G02 1 3/23/18 151 1 T13581455 1 G03 1 3/23/18 152 1 T13581456 1 G04 1 3/23/1'8 153 1 T13581457 1 HJ 1 1 3/23/1'8 154 1 T13581458 1 HJ5 1 3/23/18, 155 1 T13581459 1 HJ51 1 3/23/18 156 1 T13581460 1 HJ71 1 3/23/18 157 1 T1 3581461 1 HJ73 1 3/23/18 158 1 T13581462 1 KO 1 3/23/118 159 1 T13581463 1 K02 1 3/23/18 160 1 T13581464 1 K03 . 1 3/23/18 161 I T13581465 I L01 1 3/23/18 162 1 T13581466 1 V01 1 3/23/18 163 1 T13581467 1 V02 1 3/23/18 1 164 1 T13581468 1 V03 1 3/23/18 165 1 T13581469 1 VO4 1 3/23/18 1 166 1 T13581470 1 V05 1 3/23/18 1 167 1 T13581471 I V06 1 3/23/18 168 1 T13581472 1 V07 1 3/23/18 169 1 T13581473 1 V08 1 3/23/18 1 170 1 T13581474 1 V09 1 3/23/18 1 171 1 T13581475 1 V10 1 3/23/18 1 172 I T13581476 I Vi 1 1 3/23/18 1 State: FL 2of2 Job Truss Truss Type , Qty Ply T13581405 1388990-GEM-MAY A01 Roof Special 1 1 Job Reference (optional) irstSource, Pon Piece, FL 3494b 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37.,08 2018 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-V W 55XMPbPSZ7DY181_d3REjpjgDi6_l J E00orCzY67v 7-7-8 13-11-0 20-2-8 26-5-4 33-8-0. 40-4-0 42-4-0 7-7-8 6-3-8 6 3 8 6-2-12 7-2% 6-8-0 2-0-0 5x6 = Scale = 1:75.8 13 3x8 = ST1.5x8 STP = 5x6 = 7-7-8 9-7-0 9-8-12 6-8-12 0-'4'0 6-4-0 Plate Offsets (X,Y)--[6:0-4-0,0-3-01,[9:0-4-0,0-3-01,[10:0-4-0,0-3-0][12:0-5-12 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.33 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.76 11-12 >529 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.27 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. - BOT CHORD 2x4 SP No.2 `Except` WEBS 1 Row at midpt 1-12, 4-T0, 6-10 11-12: 2x4 SP No.t WEBS 2x4 SP No.3 `Except` 1-12: 2x4 SP No.2, 6-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 13=1166/Mechanical, 9=1920/0-8.0 Max Harz 13=-282(LC 13) Max Uplift 13— 311(LC 12), 9=-480(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13= 1109/695, 1-2=-3198/1791, 2-3=-3725/2169, 3-4=-2349/1409, 4-5— 1258/1031, 5-6=-1269/712, 6-7=-1328/816 BOT CHORD 12-13=-117/416, 11-12=-1053/2611, 10-11_ 229/1323, 9-10=-713/1531, 7-9=-647/1442 WEBS 1-12=-1833/3282, 2-12=-1981/1312, 3-12=-539/1010, 3-11=-637/785, 4-11= 754/1699, 4-10= 372/345,5-10=387/674,6-10=-1345/1767,6-9=-1615/1518 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 20-2-8, Comer(3) 20-2-8 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces-& MW FRS for.reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) 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) except Qt=lb) 13=311, 9=480. Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cori 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED Mfl-EK REFERANCE PAGE MIF7473 rev. 1 e/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an fndlvldual 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 iVliTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalion available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581406 1388990-GEM-MAY A02 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:09 2018 Page 1 I D:rcJ P0140c?YPehxeU_io6xzNgS4-zifU kiQDAmh_riJ KJh81_SG?ZE W vrN FTS21LNezY67u 5-7-8 12-4-0 20-2-8 26-5-4 _ 40-4-0 42-4-0 5-7-8 6-8-8 7-10-8 6-2-12 13-10-12 2-0-0 5x6 = Scale=1:75.8 15 3x8 ST1.5x8 STP = = 5x6 = 5-7-8 11-5-0 12-4-p 17-2-5 33-8-0 341Q-0 40-4-0 55 5-9-8 0-11- 4-10-8 16.5-8 0-4`-0 6-4-0 Plate Offsets (X Y)-- [6:0-4-0 0-3-0] [9:0-4-0 0-3-0] [10:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.29 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.64 10-11 >629 180 MT20HS 187/143 BCLL 0.0 Rep. Stress Incr YES WB 1.00 Horz(CT) 0.30 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:221 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-3,3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at micipt 4-10, 6-10 WEBS 2x4 SP No.3 *Except* 1-15,1-14: 2x4 SP No.2, 6-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 15=1166/Mechanical, 9=1920/0-8-0 Max Horz 15= 256(LC 13) Max Uplift 15=-307(LC 12), 9=-483(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15= 1115/700, 1-2=-3171/1859, 2-3= 3163/1875, 3-4=-2341/1405, 4-5— 1257/1039, 5-6=-1270/723, 6-7=-1327/816 BOT CHORD 14-15_ 127/350, 12-14=-1664/3441, 11-12= 1265/2864, 10-11=-253/1322, 9-10=-713/1530, 7-9=-647/1441 WEBS 1-1 4=-1 918/3275, 2-14=-1682/1137, 2-12=-566/384, 4-11=-699/1644, 3-11 =-848/91 1, 4-10= 372/374, 5-10=-385/666, 6-1 0=-1 353/1768, 6-9= 1617/1526, 3-12=-40/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 5-7-8, Exterior(2) 5-7-8 to 20-2-8, Corner(3) 20-2-8 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=307, 9=483. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. ° Design valid for use only with MITek® connectors. This design Is based only upon parameters shown; and Is for an Individual building component, 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 witty possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type = Oty Ply T13581407 1388990-GEM-MAY A03 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:11 2018 Page 1 I D:rcJ P0I4Oc?YPehxeU_io6xzNgS4-v5nE9NRUi Nxi4oTjQ6Am3tLKy2DjJMRmwMESSXzY67s 3-7-8 7-7-8 12-4-0 20-2-5 26.5-4 40.4-0 42-4-0 3-7-8 4-0-0 4-8-8 7-10-B 6-2-12 13-10-12 2-0-0 5x6 = 6.00 12 Scale = 1:76.0 5x6 = 5x6 = 1 13 5x8 = 23 14 15 3x4 % 2x4 11 t r 16 4X6 12 g 4 N , 111 17 4x6 % 3.00 12 5x8 � 11 10o 5x6 11 24 3 18 5x6 = ST1.6x8 STP= 5x6 = 7-7-8 12-4-0 17-2-8 33-8-0 34rQ•0 40 4.0 3-7-8 4-0-0 4-10-8 16-5-8 0-4-0 6-4-0 Plate Offsets (X,Y)-- [11:0-4-0,0-3-01, [12:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.28 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.63 12-13 >641 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.30 11 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-SH Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5,2-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at micipt 5-12, 8-12 WEBS 2x4 SP No.3 "Except' 1-18,8-11: 2x6 SP No.2, 1-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 18=1162/Mechanical, 11=1917/0-8-0 Max Harz 18=-231(LC 13) Max Uplift 18=-303(LC 12), 11=-484(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1109/701, 1-2=-2896/1761, 2-3=-3577/2180, 3-4= 3086/1913, 4-5=-2323/1412, 5-6= 1253/1047, 6-8=-1268/729, 8-9=1313/803 BOT CHORD 17-18=-132/274, 16-17= 1674/3230, 14-16=-1651/3283, 13-14=-1281/2817, 12-13=-264/1318, 11-12— 785/1593, 9-11=-636/1425 WEBS 2-17=-1757/1156, 5-13= 707/1624, 4-13=-812/914, 5-12=-373/376, 6-12= 391/672, 8-12= 1419/1830, 8-11=-1602/1522, 4-14=-114/339, 3-14= 462/373, 1-17= 1828/3009 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 0-2-12 to 3-7-8, Exterior(2) 3-7-8 to 20-2-8, Comer(3) 20-2-8 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=303, 11=484. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE ° Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, The building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addlflonal temporary and permanent bracing MOW 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 miss systems, seeANSI/TPI I Quality Criteria, DSB-89 and Best Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street SulTe 312, AJexondda, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T13581408 1388990-GEM-MAY A04 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:12 2018 Page 1 I D:rcJP0140c?YPehxeU_io6xzNgS4-NH LcMjS6Th3ZiA2v_ph?c4uW OSbU2kCv80_?_nY67r 1-7.8 6-1-10 11-2-7 17-2-8 20-2-8 22-8-8 28-2-4 33-8-0 40-4-0 42-4-0 1-7-8 4-6-2 5-0-13 6-0-1 3-0-0 2.6-0 5-5-12 5-5-12 6-8-0 2-0-0 49 2x4 11 2x4 11 5x12 = 6x8 i 424 Sx6 = 6x8 6 ST1.5x8 STP = 8x14 MT26HS = 1-7-8 6-1-10 8-10-7 i 11-2-7 i 17-2-8 20-2-8 22-8-8 28-2-4 31 0 34F -0 40-4-0 1-7-8 4-6-2 2-8-13 2-4-0 6-0-1 3-0-0 2-6-0 5-5-12 5-5-12 0-4-0 6-4-0 Plate Offsets (X Y)-- [1:Edge 0-1-8] [8:0-4-0 0-3-0] [11:1-0-0,0-0-9], [16:0-7-0,0-3-10] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 TCDL 7.0 Lumber DOL 1.25 BC 0.75 BCLL 0.0 Rep Stress Incr NO WB 0.92 BCDL 10.0 Code FBC2017lTP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 `Except` 2-5: 2x4 SP No.1, 1-2: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 `Except` 13-16: 2x4 SP No.1, 9-11: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` 1-18,4-16,8-12: 2x4 SP No.2, 8-11: 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=1809/Mechanical, 11=2879/0-8-0 Max Horz 1=-187(LC 10) Max Uplift 1= 341(LC 12), 11=-544(LC 13) DEFL. in (loc) I/defl Ud Vert(LL) 0.76 16-17 >532 240 Vert(CT)-0.9616-17 >421 180 Horz(CT) 0.58 11 n/a n/a Scale = 1:76.1 2x4 I I 9 2x4 = 4_II 10 v I7 0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 239 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-12 oc bracing. WEBS 1 Row at midpt 4-15, 5-15, 8-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6443/4809, 2-3=-6189/4453, 3-4— 5148/3591, 4-5=-3604/2753, 5-6=-3405/2530, 6-7=-3379/2461, 7-8=-2199/1451, 8-9= 1354/829 BOT CHORD 1-17=-4180/5841, 16-17=-3456/5433, 15-16=-2660/4690, 14-15— 1697/3066, 12-14=-964/1974, 11-12=-756/1588, 9-11=-672/1490 WEBS 3-16=-7411782, 4-16= 1596/2725, 4-15=-3169/2293, 5-15=-2043/2417, 6-15=-130/386, 6-14=-8401752, 7-14_ 953/1241, 7-12=-1472/1291, 8-12= 2146/2784, 8-11=-2556/2204, 3-17=-336/517, 2-17=-179/547 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 0-0-0 to 6-0-13, Exterior(2) 6-0-13 to 20-2-8, Corner(3) 20-2-8 to 26-2-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=341, 11=544. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down and 566 lb up at 17-8-8, and 500 Ib down and 566 lb up at 22-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8634 69D4 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 verily 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 p� IVOiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type kapy Ply T13581408 1388990-GEM-MAY A04 Roof Special Girder 1 1 Job Reference (optional) nuuueis rnsrouuice, rori t-iece, rL awawo 8.210 s reD 12 2u1 u MI I eK Intlustries, Inc. I-ri Mar 23 08:37:12 2018 Page 2 ID:(cJP0140c?YPehxeU_io6xzNgS4-NHLoMjS6Th3ZiA2v_ph?c4uWOSbU2kCv80_?_zzY67r LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Vert: 1-24=-54, 5-24=-174(F=-120), 5-6=-174(F=-120), 6-10=-54, 1-16=-20, 11-16— 20, 9-11=-20 Concentrated Loads (lb) Vert: 6=-500(F) 24=-500(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MITek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type laty Ply T13581409 1388990-GEM-MAY A05 Roof Special 3 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:13 2018 Page 1 I D:rcJP0140c?YPehxeU_io6xzNgS4-rTu_a3TkE?BQJJd5YXCE81 Recr_gnDU3NgjZW PzY67q -2-0-0 6-0-9 11-1-7 17-1-6 20-1-8 22-7-8 2&1-4 33-7-0 36-6-0 42130 42-3-0 2-0-0 9 5-0-13 6-0-1 3-0-0 5-5-12 5-5-12 3-1-0 37-0 2-0-0 3x6 11 526 2x4 = 8x14 MT20HS 11 3x6 I 7 --SMx8 STP = " 5x12 ST1.5x8 STP = 7x10 = Scale = 1:79.0 2x4 11 2x4 11 10 2x4 = 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.62 16-17 >647 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.75 16-17 >532 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.44 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 263 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied or 2-0-10 oc purlins. 6-9,9-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. BOT CHORD 2x6 SP No.2 `Except' WEBS 1 Row at midpt 6-16, 9-13 16-17,2-17: 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` 6-16,9-13: 2x4 SP No.2, 9-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=2858/0-8-0, 2=1937/0-8-0 Max Harz 2=-181(LC 10) Max Uplift 12=-539(LC 13), 2— 396(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6179/4189, 3-4=-5978/3965, 4-5=-5137/3463, 5-6=-5352/3848, 6-7=-3413/2633, 7-8= 3388/2400, 8-9=-2202/1406, 9-10— 1357/827 BOT CHORD 2-17— 3530/5554, 16-17=-3175/5336, 15-16=-1457/3042, 13-15= 923/1978, 12-13=-759/1599, 10-12=-670/1493 WEBS 3-17=-92/343, 4-17=-57/418, 4-16=-651/657, 5-16=-808/1069, 6-16= 2501/3503, 6-15=-522/229, 7-15=-854/1085, 8-15=-950/1242, 8-13=-1460/1279, 9-13= 2118/2770, 9-12= 2515/2158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-12 to 3-11-4, Exterior(2) 3-11-4 to 20-1-8, Corner(3) 20-1-8 to 26-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 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) except Qt=lb) 12=539, 2=396. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down and 566 lb up at 17-7-8, and 500 lb down and 566 lb up at 22-7-8 on top 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). Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 SrEtrahcStanclarcl ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 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 bulling design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is aiways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581409 1388990-GEM-MAY A05 Roof Special 3 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2.018 MITek Industries, Inc. Frl Mar 23 08:37:13 2018 Page 2 ID:rcJP0140c?YPehxeU_io6xzNgS4-rTu_a3TkE?BQJJd5YXCE81Recr_gnDU3NgjZW PzY67q LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-26=-54, 6-26=-174(F=-120), 6-7=-174(F=-120), 7-11=-54, 2-16=-20, 12-16=-20, 10-12=-20 Concentrated Loads (lb) Vert: 7= 500(F) 26=-500(F) A WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MDEKREFERANCE PAGE MII-7473 rev. 10/0312015 BEFOR$ USE.� ' Design valld-for use only with WOO 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 MiTeke Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and miss systems, seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 411y Ply T13581410 1388990-GEM-MAY A06 Roof Special 3( 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 122018 MiTek Industries, Inc. Fri Mar 23 08:37:14 2018 Pagel 0 I D:rcJ P0140c?YPehxeU_io6xzNgS4-KgSNnPUM_IJGxTC 16EjThVzt6FLsWjsccKT6 11-4-0 17-1-8 20-1-8 , 26-4-4 27-9-Q 32-3-0 32�{l-0 403-0 42-3-( 5-3-8 5-9-8 3-0-0 6-2-12 4-1 4-6-0 0- -0 7-11-0 2-0-0 5x6 = 5x6 % ST1.5x8 sTP = IOxl6 MT20HS 6-0-8 11-0-0 11r4-0 17-1-8 20-1-8 26-4-4 32-3-0 a-11-8 6-2-12 5-10-1, Scale=1:74.0 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 0.74 Vert(LL) 0.14 2-17 >958 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.38 13-14 >673 180 MT20HS 187/143 BCLL 0.0 Rep Stress incr YES WB 0.62 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 234lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. 12-14: 2x4 SP No.1, 10-12: 2x6 SP No.2 WEBS 1 Row at midpt 7-12, 6-13 WEBS 2x4 SP No.3 *Except* 9-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 15=1264/0-8-0, 2=396/0-8-0, 12=1535/0-8-0 Max Horz 2=251(LC 11) Max Uplift 15=-342(LC 12), 2= 233(LC 8), 12— 486(LC 13) Max Grav 15=1264(LC 1), 2=412(LC 23), 12=1535(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/1063, 3-4= 809/610, 4-5= 461/82, 5-6=-458/188, 6-7=-482/289, 7-9= 1289/948, 9-10=-1564/970 BOT CHORD 2-17= 921/264, 15-17— 724/257, 14-15= 515/1194, 13-14=0/741, 12-13=0/893, 10-12= 787/1701 . WEBS 3-17— 640/232, 3-15=-672/1789, 4-15= 927/745, 4-14= 445/817, 7-13= 48/318, 7-12=-1450/1255, 5-14=-268/55216-14=-53/367, 9-12=-387/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 20-1-8, Corner(3) 20-1-8 to 26-4-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI/iPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Walter P. Finn PE No.22839 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek USA, Inc. FL Cori 6634 15=342, 2=233, 12=486. 9) Beveled plate or shim required to provide full bearing surface with truss chord at Joint(s) 15. 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAN51/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type } cOry Ply T13581411 1388990-GEM-MAY A07 Hip 1 1 'Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:15 2018 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-os01?IU_IcR7ZdnUfyFiDjW2afc1 FBHLrzCgblzY67o -2-0-0 6-0-6 11-4.0 11• -12 19-0-0 21-3-0 26.9-0 7.9- 32-3-0 32 •0 40-3-0 42-3-0 2-0-0 6-0.8 5-3.8 0-1-72 7-6-4 2-3-0 5.6.0 •0• 4-6-0 0- -0 7-11-0 2-0-0 Scale=1:74.9 5x6 = 5x6 = 5x6 ST1.5x8 STP = 10x16 MT20HS Z 32-7-0 i 6-D-6 i 11-0-0 11rq-0 17-1-B 19-0-D 21-3-0 26-9-0 32.3-0 32-pA 403-0 6-0-8 4-11-8 4 0 59-8 1-10-8 2-3-0 SB-0 56-0 o- - 7-8-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.38 12-13 >675 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.75 12-13 >337 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 230 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 `Except` 12-14: 2x4 SP No.1, 10-12: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` 9-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 15=1241/0-8-0, 2=411/0-8-0, 12=1543/0-8-0 Max Horz 2=242(LC 11) Max Uplift 15=-348(LC 9), 2=-225(LC 8), 12= 480(LC 13) Max Grav 15=1241(LC 1), 2=421(LC 23), 12=1543(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS 1 Row at midpt 7-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 371/1088, 3-4= 754/517, 4-5=-424/64, 5-6=-41B/139, 6-7= 457/102, 7-9=-1344/919, 9-10= 1596/955 BOT CHORD 2-17=-1010/280, 15-17=-811/274, 14-15= 424/1059, 13-14=0/902, 12-13=-25/1057, 10-12=-776/1732 WEBS 3-17=-645/223, 3-15= 615/1731, 4-15=-907/666, 5-14=-173/534, 6-13= 109/276, 4-14=-197/684, 7-13=-173/340, 7-12= 1286/1164, 9-12=-342/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 42-3-13 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.0psf 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. 8). Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 15=348, 2=225, 12=480. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 15. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIP7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not �" a truss system. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing n� i' ji'e[( Is always required ,for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Itll fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581412 1388990-GEM-MAY A08 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:17 2018 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-kF8VORW FHDiro)WnNHAJ8bOVTK6j5TelHhmfAzY67m -2-0-0 6.0.8 11-4-0 17-0-0 23-3-0 27-9-0 32-3-0 32 -0 40-3-0 42.3-0 2-0-0 6-0-8 5-3-8 5.8.6 6.3-0 4-6-0 4.6.0 0- -0 7•it-0 2-0-0 Scale = 1:74.9 5x6 = 5x8 = 6.a0 12 5x6 :::L ST1T'ff%tTP= x 32-7-0 r 6-0-6 11.0-0 11r4-0 17-1-B 2"-0 31-4-0 32-3-0 1 IV 60-B 4.11-8 040 8-1-0 11 7-8-0 04-0 Plate Offsets (X,Y)-- [2:0-5-7,Edge], 13:0-3-0,0-3-01, [5:0-3-0,0-2-01, [6:0-6-0,0-2-81, [8:0-3-0,0-3-0], [11:0-3-4,Edge], [28:0-2-5,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.14 2-16 >949 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.35 11-12 >732 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 11 h/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 242 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 11-13: 2x4 SP No.1, 9-11: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` 8-11: 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 14=1244/0-8-0, 2=409/0-8-0, 11=1541/0-8-0 Max Horz 2=226(LC 11) Max Uplift 14=-392(LC 9), 2= 213(LC 8), 11=-468(LC 13) Max Grav 14=1244(LC 1), 2=417(LC 23), 11=1541(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS 1 Row atmidpt 7-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 369/1093, 3-4= 801/555, 4-5=-462/51, 5-6= 359/85, 6-7=-441/102, 7-8=-1323/917, 8-9=-1579/956 BOT CHORD 2-16=-1 01 8/280,14-16— 821/275, 13714= 468/1118, 12-13=0/908, 11-12=-33/1096, 9-11=-776/1714 WEBS 3-16=-641/225, 3-14= 667/1795, 4-14=-897/635, 4-13=-308/790, 5-13=-152/476, 6-12=-138/284, 7-12=-230/387, 7-11 =- 1280/1086, 8-11=-367/532 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fh Cat. II; Exp B; Encl., GCpi=0.18-, MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 42-3-13 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ([t=lb) 14=392, 2=213, 11=468. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 14. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricattom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type 30ty Ply T13581413 1388990-GEM-MAY B01 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:18 2018 Page 1 I D:rcJ P0140c?YPehxeU_io6xzNgS4-C RitdnXt2XgiQ5V3L4oPrLBY1 senSTmoXxRKBdzY671 4-11-8 9-7-8 14-4-4 19-1-0 21-4-0 22-10-0, 28-6-12 34-7-0 4-11-8 4-8-0 4-8-12 4.8-12 2-3-0 1-6-0 5.8-12 6-0-4 5x6 = 4x6 = 6.00F2 5 6 3x4 41, 12 11 10 18 2x4 11 3x12 MT20HS = 3x6 I I 5x6 = 28-6-12 34-7-0 9- Scale = 1:62.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.33 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.53 15-17 >778 180 MT20HS 187/143 BCLL 0.0 Rep Stress incr YES WB 0.85 Horz(CT) 0.30 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 239lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc puffins, BOT CHORD 20 SP No.2 `Except` except end verticals. 7-12: 2x4 SP No.3, 16-18: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-0-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-18 REACTIONS. (lb/size) 18=1269/Mechanical, 10=1269/Mechanical Max Harz 18:-146(LC 13) Max Uplift 18= 322(LC 12), 10= 261(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 3324/2332, 3-4= 3868/2771, 4-5=-2766/2219, 5-6=-1615/1485, 6-7=-1820/1628, 7-8=-1933/1621, 8-9=-1273/1064, 9-10=-1215/1103 BOT CHORD 17-18= 936/1462, 15-17=2093/2917, 14-15=-1159/1893, 13-14— 1045/1686 WEBS 2-18=-1977/1461, 2-17=-1522/2235, 3-17=-1923/1440, 4-17— 425/900, 4-15=-595/688, 5-15=-1305/1790, 5-14— 709/551, 6-14=-674/722, 7-14=-260/499, 8-11=-952/869, 11-13=-895/1192, 8-13=-309/660, 9-11= 849/1179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l6omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 19-1-0, Comer(3) 19-1-0 to 21-4-0, Exterior(2) 27-4-0 to 34-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 18=322, 10=261. Walter P. Finn PE No22839 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 Wit 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 fabrk;atlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tama, FL 33610 Job Truss Truss Type Ory Ply T13581414 1388990-GEM-MAY B02 Roof Special 1 1 Job Reference (optional) uttimers rirst6ource, tort HeCe, t-L"54a4o o.c qua tau i<— io ivu I an iii rviui ww..,,. w.w I D:rcJ POI40c?YPehxeU_io6xzNgS4-8ppe2SY7a84QfOfRSVgtwmDsygJ7wPw4_FW RI 5-11-8 11-7-8 17-1-0 19-10-0 23-4-0 28-9-12 34-7-0 5-11-8 5-8-0 5-5-8 2-9-0 3-6-0 5-5-12 1 5-9-4 19 3x8 = 5-11-8 -7-8 4x6 =3x4 = 5x8 = 6.00 12 4 5 6 20 13 12 11 10 2x4 II 5x8 = 3x4 = 9-10-0 23-4-0 28-9-12 2-7-8 3-6-0 5-5-12 Scale = 1:60.9 9 3x6 11 N d C6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) 0.29 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.46 15-17 >893 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.29 9 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-SH Weight: 241 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 5-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 1-19, 1-18, 2-17, 6-11 REACTIONS. (lb/size) 19=1274/Mechanical, 9=1276/Mechanical Max Horz 19= 156(LC 13) Max Uplift 19=-316(LC 12), 9= 238(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-19= 1225/867, 1-2=-1417/956, 2-3= 3117/2212, 3-4=-2824/2016, 4-5=-2495/1949, 5-6=-2098/1669, 6-7=-1347/1166, 7-8= 1261/998, 8-9=4224/1053 BOT CHORD 18-19_ 70/307, 17-18=-792/1472, 15-17=-2142/3289, 14-15=-1235/2172, 5-14=-763/524, 10-11= 755/1076 WEBS 1-1 8=-1 203/1780, 2-18=-1319/1035, 2-17=-1445/1956, 3-17=-130011108, 3-15=-751/634, 4-15= 521/978, 5-15=-5251737, 11-14=-901/1619, 6-14=-1046/1782, 6-11= 1155/578, 7-10=-438/450, 8-10= 814/1186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 5-11-8, Exterior(2) 5-11-8 to 17-1-0, Comer(3) 17-1-0 to 23-4-0, Exterior(2) 29-4-0 to 34-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) except Qt=lb) 19=316, 9=238. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 23,2018 ® WARNING- Ved1y design parameters and READ NOTES ON THIS AND 09cLUDED mrrEK REFERANCE PAGE MIl-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always rectulred for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 41exandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type J, i0ty Ply T13581415 1388990-GEM-MAY B03 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:21 2018 Page 1 I D:rcJPO14Oc?YPehxeU_io6xzNgS4-cONOFoZI LSCH HYEeOCL6T_m5R4f1 fpBEDvf_oyzY67i Oi3r8 7-0-0 13-7-8 15-1-O, 19-1%0 25-4-0 29.9-12 34-7-0 0-3-8 6-8-8 6-7-9 1-5-8 4-9.0 5-6-0 4-5-12 4-9-4 co 0 6.00 FIT 5x6 = 3x4 = 3x8 = 3x6 = 5x6 = 4 5 5x8 = Scale = 1:60.7 4x6 11 10 21 22 9 18 12 5x8 = 6x8 = 3x8 = 2x4 II 7-0-00 13-7-8 17-2-8 19-10-0 25-4-0 34-7-0 7-0-6-7-9 3-7-0 2-7.8 5-6-0 9.3.0 Plate Offsets (X,Y)-- [4:0-3-0,0-2-01, [6:0-6-0,0-2-e1, [13:0-6-0,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.25 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.48 9-10 >861 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.29 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 234lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc puffins, BOT CHORD 2x4 SP No.2 `Except` except end verticals. 5-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. Except: WEBS 2x4 SP No.3 `Except' 10-0-0 oc bracing: 11-13 1-18: 2x4 SP No.2 WEBS 1 Row at micipt 1-17, 2-15, 1-18, 7-9 REACTIONS. (lb/size) 18=1274/Mechanical, 9=1276/Mechanical Max Horz 18=-167(LC 13) Max Uplift 18— 362(LC 8), 9=-254(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1399/811, 2-3=-2879/1673, 3-4=-3317/1971, 4-5= 3169/1875, 5-6=-2759/1754, 6-7=-1360/1022,1-18= 1218/762 BOT CHORD 17-18=-94/375, 15-17— 501/1455, 14-15= 1296/2813, 13-14=-1374/2813, 5-13=-808/461, 9-10= 679/955 WEBS 1-17=-1013/1747, 2-17=-1258/893, 2-15=-990/1697, 3-15=-1672/1102, 4-15=-389/652, 4-14=-460/848, 5-14=-219/645, 10-13=-714/1380, 6-13=-970/1997, 6-10= 846/420, 7-10= 40/383, 7-9= 1404/1034 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 15-1-0; Comer(3) 15-1-0 to 31-4-0, Exterior(2) 31-4-0 to 34-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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) except Qt=lb) 18=362, 9=254. Walter P. Finn PE No.22839 MIT& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/rEKREFERANCE PAGE M11.7473 rev. 10103/2015 BEFORE USE ° Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iT®k" Is always required for stabllity 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 muss systems, seeANSI/TPl1 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. AlexanddcL VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581416 1388990-GEM-MAY B04 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:22 2018 Page 1 I D:rcJ POI40c?YPehxelJ_io6xzNgS4-5CxOTBaN6mK8uipgawtLOBJ ExUz90HyNSZPXKOzY67h 5-11-3 11-6-13 17-2-8 19-10-0 27-4-0 34-7-0 5-11-3 5-7-11 5-7-11 2-7-8 7-6-0 7-3-0 3x6 = 3x6 = 3x8 = 4x6 = 2x4 II 3x4 = 18 3x8 = 7x10 = r 19 6.00112 5-11-3 11-6-13 17-2-8 19-10-0 , 27-4-0 34-7-0 5-11-3 5-7-11 5-7-11 2-7-8 7-6-0 7-3-0 Plate Offsets (X,Y)— 13:0-3-8,0-1-81, [4:0-3-0,Edge], [7:0-7-0,0-2-01, [8:0-3-0,0-1-81, 113:0-6-4,0-4-121, [14:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TPI2014 CSI. DEFL. in (loc) I/defl Ud TC 0.81 Vert(LL) 0.34 14 >999 240 BC 0.86 Vert(CT) -0.62 14 >665 180 WB 0.84 Horz(CT) 0.38 9 n/a n/a Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD 7-8: 2x4 SP No. 1, 4-7. 2x4 SP M 31 BOT CHORD 2x4 SP N0.2 `Except` BOT CHORD 6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except` 7-13,8-9: 2x4 SP No.2 WEBS REACTIONS. (lb/size) 18=1274/Mechanical, 9=1276/Mechanical Max Horz 18=-145(LC 13) Max Uplift 18= 387(LC 8), 9=-292(LC 8) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1224/728, 1-2= 1209/667, 2-3� 2580/1414, 3-5=-4508/2460, 5-6— 4508/2460, 6-7=-3677/2149, 7-8=-1367/897, 8-9= 1211/921 BOT CHORD 17-18=-88/357, 15-17=-341/1260, 14-15= 1110/2668, 13-14=-1830/3749, 6-13=-1044/544 WEBS 1- 1 7=-894/1 62 0, 2-17=-1269/831, 2-1 5=904/1659, 3-15= 1155/752, 3-14= 1140/2100, 6-14=-423/1099, 10-13=-682/1223, 7-13=-1282/2743, 7-10=-840/620, 8-10= 589/1184 Scale=1:59.7 3x6 11 PLATES GRIP MT20 244/190 Weight: 222 lb FT = 20% Structural wood sheathing directly applied or 2-4-8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-7-9 oc bracing: 14-15 4-4-9 oc bracing: 13-14. 10-0-0 oc bracing: 11-13 1 Row at midpt 1-18, 1-17, 7-13 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 5-11-3, Exterior(2) 5-11-3 to 27-4-0, Comer(3) 27-4-0 to 33-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) except Qt=lb) 18=387, 9=292. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/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 22,114, Tampa, FL 33610 Job Truss Truss Type 'city Ply T13581417 138899o-GEM-MAY B05 Roof Special 1 1 Job Reference (optional) bunaers t-irstz5ource, t-on niece, t-L'54y4b 9.z1 u s I-eD 1 z zui is NII I eK maustrles, Inc. r-ri iviar z3 ut5:J/:z3 zu1 a rage] I D:rcJP0140c?YPehxeU_io6xzNgS4-ZOVmgUb?t3S?Ws007dOaYPrR6tMs71hXgD85tgzY67g 7-4-14 14-8.0 21-11-2 29-4-0 _ _ _ _ _, _ 34-7-0 7-4-14 7-3-2 73-2 7-4-14 5.3-0 3x8 = 1 2x4 11 2 Sx8 = 3 2x4 11 4 Scale = 1:58.9 5x8 = 6.00112 5 m 6 N N 6 14 15 13 12 16 11 17 ip 9 18 8 7 3x6 11 5x8 = 3x4 = 2x4 II 5x8 = 3x4 = 3x4 = 3x6 11 7-4.14 14-8-0 21-11-2 29.4-0 _ 34-7-0 7-4-14 7-3-2 7-3-2 7-4-14 5-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.13 10-11 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.25 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 14=1269/Mechanical, 7=1269/Mechanical Max Harz 14=-105(LC 13) Max Uplift 14=-388(LC 8), 7=-320(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1203/789, 1-2=-1373/834, 2-3_ 1373/834, 3-4=-1879/1245, 4-5=-1879/1245, 5-6=-1221/803, 6-7=-1226/895 BOT CHORD 11 -1 3=-968/1964, 10-11=-968/1964, 8-10=-571/1029 WEBS 1-1 3=-1 035/1702, 2-13=-428/409, 3-13=-775/499, 3-11=0/301, 4-10=-424/395, 5-10— 514/1062, 5-8=-445/378, 6-8=-619/1170 PLATES GRIP MT20 244/190 Weight: 208 lb FT = 20 Structural wood sheathing directly applied or 3-1-11 oc purlins, except end verticals. Rigid ceiling directly applied or 5-11-10 oc bracing. 1 Row at midpt 1-14, 1-13, 3-13, 3-10 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 29-4-0, Comer(3) 29-4-0 to 34-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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, with BCDL = 1 O.Opsf. 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) except Qt=lb) 14=388, 7=320. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MR'EKREFERANCE PAGE M11-7473 rev. 10/03/2015 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 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe W is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581418 1388990-GEM-MAY B06 Flat 1 1 Job Reference (optional) bunciers rirsizjource, 1-on: mete, rL J4e40 a.Z1 V 5 reV 1Z ZV 10 MI I UK 11=51.IIe5, InV. r I I MW eO V0:O1:24 eV 10 ray& I ID:rcJP0140c?YPehxeU_io6xzNgS4-1 b39ugbeeNas80zDhLvp5cOcpHi?sDKgvtuePGzY67f 7-0-1 13-10-6 20-8-10 27-6-15 34-7-0 7-0-1 6-10.5 6-10-5 6-10-5 7-0.1 Scale=1:58.9 3x8 = 5x6 = 3x8 = 5x6 = 5x8 = 2x4 11 1 2 3 4 5 6 12 11 10 9 8 7 3x6 11 5x8 = 5x6 = 3x8 = Sx6 = 6x8 = 7-0-1 13-10-6 20-8-10 27-6-15 34-7-0 7-0-1 6-10-5 6.10-5 6-10-5 I 7-0-1 Plate Offsets (X Y)-- [2:0-3-0 0-3-0],[4:0-3-0,0-3-0],[8:0-3-0,0-3-0],[10:0-3-0,0-3-0] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.17 9-10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.33 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=1269/Mechanical, 7=1269/Mechanical Max Uplift 12= 383(LC 8), 7= 383(LC 8) PLATES GRIP MT20 244/190 Weight: 199 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-7 oc bracing. WEBS 1 Row at midpt 1-11, 3-11, 3-9, 5-7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12— 1206/738, 1-2= 1598/897, 2-3=-1598/897, 3-4=-2350/1319, 4-5= 2350/1319 BOT CHORD 10-11 =-1 320/2350, 9-1 0=-1 320/2350, 8-9=-898/1598, 7-8=-898/1598 WEBS 1-11=-1059/1887, 2-11= 400/384, 3-11=-903/508, 3-10=0/269, 4-9=-363/346, 5-9=-506/902, 5-8=0/296, 5-7=-1889/1061 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 0-1-12 to 6-1-12, Exterior(2) 6-1-12 to 34-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) except (jt=lb) 12=383, 7=383. Walter P. Finn PE No.22639 PAiTek USA, Inc. FL Cert 6634 6994 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10M32013 BEFORE USE. ' Design valid for use only with MITek0 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 MiTeie° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581419 1388990-GEM-MAY B07 Flat Girder 1 2 Job Reference (optional) 8uaaers t-irstbource, Non Niece, rL 3494b b.zT u s reD i z zui a mn i eK mausmes, mc. r-n ivrar zs ua:sru zui n rage I I D: rcJ P0140c?YPehxeU_io6xzNgS4-RAIH W re WxlyQ?TioMTSWj FOD NVI43YQ6br6l ObzY67c 7-0-1 13.10-6 20-8-10 27-6-15 34-7-0 7-0-1 6-10-5 6-10-5 6.10-5 7-0-1 Scale=1:58.9 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x8 = NAILED NAILED 7x10 = NAILED NAILED 3x8 = NAILED NAILED 7x10 = NAILED NAILED 5x8 = NAILED NAILED 2x4 II 1 13 14 15 2 16 17 18 3 19 20 21 4 22 23 24 5 25 26 27 6 12 28 29 30 11 31 32 33 10 34 35 36 9 37 38 39 8 40 41 42 7 3x6 II NAILED NAILED 5x12 = NAILED NAILED 7x10 = NAILED NAILED 5x8 = NAILED NAILED 7x10 = NAILED NAILED 6x8 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-1 6-10-5 6-10-5 6-10-5 7-0-1 Plate Offsets (X Y)-- [2:0-5-0 0-4-8] [4:0-5-0 0-4-8], [8:0-5-0,0-4-8], [10:0-5-0,0-4-81, [11:0-6-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.23 9-10 , >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.37 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 482lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (lb/size) 12=2568/Mechanical, 7=2480/Mechanical Max Uplift 12_ 931(LC 4), 7=-898(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12= 2405/984, 1-2=-4246/1541, 2-3=-4246/1541, 3-4=-6254/2270, 4-5=-6254/2270, 6-7=-280/189 BOT CHORD 10-11=-2276/6263, 9-10=-2276/6263, 8-9— 1543/4244, 7-8=-1543/4244 WEBS 1 -11 =-1 692/4664, 2-11=-756/554, 3-11= 2249/821, 3-10=0/536, 4-9=-686/493, 5-9=-811/2242, 5-8=0/586, 5-7=-4665/1696 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=931, 7=898. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6= 54, 7-12= 20 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6B34 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing o k° Mi tF is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component, 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581419 1388990-GEM-MAY B07 Flat Girder 1 2 Job Reference (optional) Builders Firstbource, Fort NIeCe, FL 3494b Me i u b reu rz zu 10 nm r en muubureb, ur, n i mat GQ vo-1-1 cu i o U. c I D:rcJP0140c?YPehxeU_io6xzNgS4-RAIHW reWxlyQ?TioMTSWjFODNV143YQ6br610bzY67c LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-49(F) 2=-97(F) 4� 97(F) 9=-49(F) 13=-107(F) 14= 97(F) 15= 97(F) 16= 97(F) 17=-97(F) 18= 97(F) 19— 97(F) 20=-97(F) 21=-97(F) 22=-97(F) 23= 97(F) 24=-97(F) 25— 97(F) 26=-97(F) 27=-97(F) 28=-53(F) 29=-49(F) 30=-49(F) 31=-49(F) 32=-49(F) 33=-49(F) 34= 49(F) 35=-49(F) 36=-49(F) 37=-49(F) 38=-49(F) 39=-49(F) 40=-49(F) 41= 49(F) 42= 49(F) A WARNING - Varlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11--7473 rev. 101032015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for on 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 design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additlonal temporary and permanent bracing MOW building prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS1/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 2231A. Job Truss Truss Type Qty Ply T13581420 1388990-GEM-MAY CO1 Half Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 122018 MiTek Industries, Inc. Fri Mar 23 08:37:28 2018 Pagel I D:rcJP0140c?YPehxeU_io6xzNgS4-vM IfjBe8hc4HcdG_wAzl FSYIj u4?o_VGgVssY2zY67b -2-0-0 6-0-8 11.4-0 15-0-0 17-1-8 24-9-2 32-11-0 2-0-0 6-0-8 5-3-8 3-8-0 2-1-8 7-7-9 8-1-14 N O 5x6 = 5x6 = 3x8 = ann77 5x6 % i 8-9-0 nil Scale = 1:60.1 6-0-8 14-11-8 0 O 5.9-8 7-7-9 8-1-14 Plate Offsets (X Y)-- [2:0-5-7 Edgel [3:0-3-0 0-3-01 [5:0-3-0 0-2-0], [7:0-3-0,0-3-4], [9:0-3-4,0-2-0] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.14 2-18 >952 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.20 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.04 9 nla n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:211 lb FT=20! LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 4-6-7 oc bracing. 8-9: 2x6 SP No.2, 10-11: 2x4 SP No.2 WEBS 1 Row at midpt ' 7-15 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):.11 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 16=1445/0-8-0, 2=378/0-8-0, 9=70 1 /Mechanical Max Harz 2=341(LC 12) Max Uplift 16=-607(LC 9), 2= 94(LC 8), 9=-204(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-226/68213-4= 1194/692, 4-5= 1022/651, 5-6= 626/156, 6-7=-626/156, 7-8— 679/274, 8-9=-633/358 BOT CHORD 2-18= 1267/156, 16-18— 1071/147, 14-15= 300/729, 12-14=-305/684 WEBS 3-18= 637/229, 3-16=-693/1842, 4-16=-269/352, 5-16=-1272/1076, 5-15=-415/807, 6-15=-313/301, 7-15— 71/301, 7-12= 438/327, 8-12= 312/786 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 32-8-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 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 100 lb uplift at joint(s) 2 except Qt=lb) 16=607, 9=204. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 16. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010M015 BEFORE USE ' Design valid for use ody with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcallon, storage, delivery, erection and bracing of trusses and truss systems. seeANSVTPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 33610 Job Truss Truss Type sty Ply T13581421 1388990-GEM-MAY CO2 Half Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 2x4 O 4x6 = 6.00 12 ID:rcJ 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:29 2018 3x4 7 6-4-14 5x6 = 6-9-1 Scale = 1:61.5 2x4 11 5x6 3.00 12 3x6 II 3x8 = 5x8 = 6x8 = � v N 5-4-0 3-7-10 0-0-6 4-0.0 9-11-8 9-11-8 Plate Offsets (X,Y)-- [2:0-5-7,Edge], [8:0-3-0,0-3-01, [11:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL .20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.21 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.41 10-11 >692 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 202lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except` 2-14: 2x4 SP No.2, 5-13: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 10=857/Mechanical, 2=434/0-8-0, 13=1240/0-8-7 Max Harz 2=300(LC 12) Max Uplift 10=-255(LC 9), 2=-119(LC 8), 13=-490(LC 9) Max Grav 10=876(LC 2), 2=434(LC 1), 13=1240(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 476/849, 3-5=-450/169, 5-6=-515/151, 6-7=-427/182, 7-8=-821/371 BOT CHORD 2-15=-1309/378, 14-15=-1179/376, 13-14= 1232/1463, 5-14=-1035/829, 11-12=-427/793, 10-11=-370/659 WEBS 5-12=-478/764, 7-12=-515/347, 8-11=--2/367, 8-10= 899/514; 3-15= 488/193, 3-14=-472/1329 Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. Rigid ceiling directly applied or 4-6-8 oc bracing. 1 Row at midpt 7-12, 8-10 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 32-9-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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, with BCDL = I O.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 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) except at=lb) 10=255,2=119,13=490. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: March 23,2018 ® WARNING- VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev. 10/03Y2015 BEFORE USE. Design valid for use only with MlTekm 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 tnrss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type my Ply T13581422 1388990-GEM-MAY CO3 Half Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 20118 MiTek Industries, Inc. Fri Mar 23 08:37:31 2018 Page 1 I D:rcJP0140c?YPehxe U_io6xzNgS4-sIQQ8tgODDK?sxQM2boDKtee9i i UGyDZHpLydvzY67Z -2-0-0 5-0-0 6.11-10 9-6-12 11.0-0 16-1-12 22-6-0 27.6-12 32-11-0 2-0.0 1-7-10 2-9-2 1.3.4 5-1-12 64-4 5-0-12 5-4-0 46 = 3x4 = 6 5x8 = Scale = 1:60.0 3x4 = 5x6 = 5x8 = 3x6 II 5x6 3.00 12 5.66 12 8.00 12 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(L-) -0.26 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.53 13-14 >574 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 214lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, BOT CHORD 2x4 SP No.2 `Except' except end verticals. 4-23: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 "Except' 18-19: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 10=910/Mechanicai, 2=272/0-8-0, 23=1348/0-8-7 Max Harz 2=259(LC 12) Max Uplift 10= 272(LC 9), 2=-80(LC 8), 23=-496(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-689/504, 4-5=-679/209, 5-6=-564/232, 6-7=-1228/639, 7-8— 703/382, 8-9=-703/382, 9-10=-863/518 BOT CHORD 2-17=-462/0, 16-17=-338/13, 15-23=-1348/1402, 15-16=-1355/1400, 4-16= 1214/856, 14-15= 326/335, 13-14=-617/1088, 12-13=-640/1209, 1.1-12=-556/1007 WEBS 6-14=-709/523, 6-13=-34/254, 7-13=-271/698, 7-12=-620/352, 7-11= 460/264, 8-11=-283/271, 9-11=-549/1012, 4-14=-674/1067, 3-17=-460/178, 3-16=-336/955 NOTES- 1) Wind: ASCE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 32-9-4 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf 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. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2, 23 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 100 lb uplift at joint(s) 2 except Ct=lb) 10=272, 23=496. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Vanl y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component. not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type vy Ply T13581423 1388990-GEM-MAY C04 Half Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MI I ek industries, Inc, Fri mar 23 08:37:32 2W8 Page! I D:rcJ POI40c?YPehxeU_io6xzNgS4-o7YAZZhflgbj5Ea1902hdlj_N W Toksysl7g3hpzY67X -4-0 9-0-0 15-1-12 22-6-0 27-8-8 32-11-0 2-0-0 5-3-0 2-1-0 6-1-12 7-4-4 5.2-8 5.2.8 v 2x4 O 5x8 = 3x4 = Scale = 1:61.7 5x8 = 2x4 11 3x4 = ST1.5x8 STP = 5x8 = .sxo I I 3x8 Sx6 =8 p0 12 Sx6 = MAOP_ I" 9-0-0 S3-07-0-0 8-10-0 151-12 21-0.0 22-6-0 27-6-8 32-11-0 53-0 0 81.9.8 1.&0 61-12 510-4 1-6-0 52-8 S2-B 0.2-0 Plate Offsets (X Y)-- [2:0-3-11 0-0-3] [4:0-6-0 0-2-8] [6:0-4-0 0-3-0] [11:0-4-4 0-2-4] [14:0-2-0 0-1-2] [15:0-3-12 0-1-81,[16:0-4-4,0-2-4] LOADING (psf) SPACING- 2-0-0 CSL DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.10 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.21 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 203 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, BOT CHORD 2x4 SP No.2 `Except` except end verticals. 2-15,3-21: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 `Except' 16-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=970/Mechanical, 2=140/0-8-0, 21=1420/0-7-0 Max Harz 2=218(LC 12) Max Uplift 9=-293(LC 9), 2= 64(LC 16), 21=-479(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 442/693, 3-4=-783/384, 4-5=-1662/958, 5-6=-1754/985, 6-7=-903/507, 7-8— 903/507, 8-9= 924/565 BOT CHORD 2-15=-575/135, 15-21 =-1 420/1245, 3-15— 1482/1024, 14-15=-598/323, 13-14= 373/637, 12-13=-958/1662, 11-12= 923/1606, 10-11=-794/1372 WEBS 4-14=-483/385, 4-13=-678/1184, 5-13=-461/404, 6-12= 495/970, 6-11=-803/522, 6-10= 633/387, 7-10=-268/258, 8-10=-670/1196, 3-14_ 786/1392 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 32-9-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2, 21 considers parallel to grain value using ANSUTPI 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) 2 except Qt=lb) 9=293, 21=479. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33810 Date: March 23,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 mv. 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 M iTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Inns systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type A sty Ply T13581424 1388990-GEM-MAY C05 Half Hip Girder 1 1 Job Reference (optional) buiiaer8 rRSIJOurce, I -OR I'reCe, rL 34y40 me i a b rvu re zU ra rvu i en uruubureb, mc. ri i rviai — VOA/-J4 GV I D rayn 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-kW glLFjvHSrRLYk8HR49VjoFRJ3fCi48CRJAmhzY67V •2-0.0 5-3-0 7.0.0 -1,- 10 14.11-0 21-0-0 22-6-0 27-8-8 32.11-0 2-0-0 5.3-0 1-9.0 1-10-0 6.1.0 6.1.0 1-6-0 5-2.8 5-2-8 Scale: 3/16°=1' Special NAILED NAILED NAILED NAILED NAILED NAILED Sx8 = 5x8 =NAILED NAILED _ 3x4 = NAILED NAILED 2x4 II 6x8 = NAILED 2x4 II NAILED 5x6 6.00 12 4x12 i 4 5 23 24 6 25 26 7 8 27 28 9 29 30 10 3 2x4 II 2x4 II 2x4 = 2 N I{ K 1 16 32 33 oNAILED e 15 34 35 14 STP—_ 19 18 17 ,318x10 NAILED NAILED 5x8 NAILED I0x16MT20HS = 13 36 37 38 12 39 40 11 3xi2MT20HS II 5x6 = 3.00 12 TI.5x8STP= �IFEB I,c NAILED NAILED 6x8 = NAILED 7x10 = LUS24 3x8 MT20HS NAILED NAILED NAILED 3x8 II NAILED 7xf0 = NAILED 5-3-0 5 6 87-4-0 6-10-0 14-11-0 21-0-0 22-6-0 27.8-8 32-11-o 5-3-0 01 3-8 1-9-8 1-6-0 6-1-0 6-1-0 1-6-0 5-2-6 5-2-8 Plate Offsets (X,Y)-- [2:0-4-7,Edge], [4:0-6-0,0-2-4], [5:0-3-8,0-2-81, 18:0-3-4,0-3-0], [13:0-5-0,0-3-8], [15:0-3-8,0-2-8], [16:0-4-8,0-3-0], [17. 0-7-0, 0-3-8), [18:0-4-8,0-1-8], [19:0-1-12 0-1-81 LOADING (psf) SPACING- , 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.36 14-15 >913 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.58 14-15 >564 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) .0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 208 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc puriins, 4-8: 2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. 2-19: 2x4 SP No.2, 3-18: 2x8 SP 240OF 2.OE, 14-16: 2x4 SP M 31 WEBS 2x4 SP No.3 `Except` 4-16,5-15,6-14,8-14,8-12,10-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 11=2144/Mechanical, 2-305/0-8-0, 18=3056/0-7-0 Max Horz 2=178(LC 26) Max Uplift 11= 910(LC 4), 2=-363(LC 26), 18=-1317(LC 5) Max Grav 11=2144(LC 1), 2=238(LC 6), 18=3056(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-937/2349, 4-5= 1390/572, 5-6=-4480/1727, 6-7=-5204/2014, 7-8=-5204/2014, 8-9-2605/1036,9-10=-2605/1036,10-11=-1854/795 BOT CHORD 2-19-2062/789, 18-19-3076/1322, 3-19=-3479/1436, 17-18-1238/479, 15-16=-619/1496, 14-15=-1727/4480, 13-14=-1584/4114, 12-13=-1440/3724 WEBS 4-17=-1777/717, 4-16=-962/2481, 5-16-1782/791, 5-15=-1210/3251, 6-15=-892/506, 6-14=314/788, 7-14=-369/254, 8-14= 1054/2699, 8-13=-1696/753, 8-12=-1359/491, 9-12=-301/255, 10-12-1227/3113, 3-17-964/2345 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPl 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) except Qt=lb) 11=910, 2=363, 18=1317. 9) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1 Od Truss, Single Ply Girder) or equivalent at 30-11-12 from the left end to connect truss(es) to back face of bottom chord. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 I lbholep where hancier is in contact with lumber. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mil-7473 rev. 1010=015 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 Indlcated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581424 1388990-GEM-MAY C05 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.21 u s reb iz zui B mi i eK mausmes, inc. Fri mar 2J ua:;jrs4 zui a rage z I D:rcJP0140c?YPehxeU_io6xzNgS4-kW gx_FjvHSrRLYk8HR49VjoFRJ3fCi48CRJAmhzY67V NOTES- 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)101 lb down and 162 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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: 1-4=-54, 4-10= 54, 2-19= 20, 17-18=-20, 16-17=-20, 14-16=-20, 13-14=-20, 11-13= 20 Concentrated Loads (lb) Vert:4=-97(B) 17=-49(B) 16=-82(B) 14= 82(B) 5=-77(B) 15=-82(B) 6= 77(B) 7=-77(B) 8=-110(B) 23— 77(B)24=-77(B) 25= 77(B) 26=-77(B) 27=-5(B) 28=-40(B) 29=15(B) 30=43(B) 31=-25(B) 32=-82(B) 33= 82(B) 34=-82(B) 35= 82(B) 36— 60(B) 37=-191(B)38— 160(B)39=-230(B)40=-341(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE Mll-7473 rev. 10AM2015 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 M iTe k° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, deilvery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabte from Trim Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type uty Ply T13581425 1388990-GEM-MAY CJ1 Corner Jack 10 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 122018 MiTek Industries, Inc. Fri Mar 23 08:37:35 2018 Pagel I D:rcJP0140c?YPehxeU_io6xzNgS4-Ci EJBbkX2lzlyiJ KgBc01 xLTUjcRxMGI R53j 18zY67U -2-0-0 1-0-0 2-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.00 2 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 Sp N0.2 OTHERS 2x4 SIP No.3 REACTIONS. (lb/size) 3=-108/Mechanical, 2=282/0-8-0, 4=9/Mechanical Max Horz 2=54(LC 12) Max Uplift 3=-108(LC 1), 2= 131(LC 12) Max Grav 3=73(LC 8), 2=282(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:9.5 m 6 0 m N O PLATES GRIP MT20 244/190 Weight: 11 lb Fr = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 3=108, 2=131. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev. 10103,2015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use. the building designer must verify the 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 MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing -of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type @ty Ply T13581426 1388990-GEM-MAY CJ2 JACK -OPEN 8 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 122018 Mi Fek Industries, Inc. Fri Mar 23 08:3/:37 2UI B Page! I D:rcJ P0140c?YPehxeU_io6xzNgS4-85L3cGInaN DOC?SJyZes7MQy?Xli PGmbu PYgMOzY67S -1-0-0 1-6-0 1-0-0 1-6-0 Scale =1:8.3 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 8lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 3=17/Mechanical, 2=136/0-4-0, 4=15/Mechanical Max Horz 2=48(LC 12) Max Uplift 3= 19(LC 12), 2= 47(LC 12) Max Grav 3=18(LC 19), 2=136(LC 1), 4=29(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 23,2018 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/03,2016 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581427 1388990-GEM-MAY CJ3 Corner Jack 10 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:38 2018 Page 1 ID:rcJP0140c7YPehxeU_io6xzNgS4-dHvRgcmQLgLtp9lvW H95fZzxywd58jOk72HOvSzY67R 2-0-0 3-0-0 2-0-0 Scale = 1:14.6 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=11/Mechanical, 2=286/0-8-0, 4=26/Mechanical Max Harz 2=94(LC 12) Max Uplift 3=-27(LC 12), 2=-101(LC 12) Max Grav 3=21(LC 8), 2=286(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent,with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=101. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGEMII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee, Street, Sulte 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581428 1388990-GEM-MAY CJ11 Corner Jack 4 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:36 2018 Page 1 I D:rcJPO14Oc7YPehxeU_io6xzNgS4-gunhPwl9p359asuW 0s7daeugk7tRgpjRgloHgazY67T 1-0-0 2-0-0 3x4 = 6 2x4 11 PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.00 2 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.01 2 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=247/Mechanical, 5=-0/Mechanical Max Harz 3=232(LC 1), 5= 232(LC 1) Max Uplift 3= 57(LC 8) Max Grav 3=247(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-743/250, 2-3=-892/315 BOT CHORD 1-6=-232/828, 5-6=-232/828 WEBS 2-6=-360/111 Scale = 1:12.1 ADEQUATE SUPPORT REQUIRED. PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied.or 1-0-0 oc putlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE.� Design valid for use only with MiTek® connectors. This design Is based oNy upon parameters shown, and is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,'Alexandda, VA 22314. - Tampa, FL 33610 Job Truss Truss Type 44ty, Ply T13581429 1388990•GEM-MAY CJ13 Corner Jack 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:36 2018 Pagel I D:rcJ P0140c?YPehxeU_io6xzNgS4-gunhPw19p359asuW Os7da8ueu7yggp W RgloHgazY67T 2-0-0 0-11-11 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.00 2 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=-113/Mechanical, 2=285/0-8-0, 4=9/Mechanical Max Horz 2=55(LC 12) Max Uplift 3=-113(LC 1), 2=-125(LC 12) Max Grav 3=69(LC 8), 2=285(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:9.5 o> 6 m 0 Io 0 PLATES GRIP MT20 244/190 Weight: 11lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Qt=lb) 3=113, 2=125. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 23,2018 Q WARNING - Verity design parameters and READ NOTES oN THIS AND INCLUDED MrrEKREFERANCE PAGE M11--7473 rev. 101032016 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 N! iTe W Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type E)ty Ply T13581430 1388990-GEM-MAY CJ31 Corner Jack 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:38 2018 Pagel I D:rcJP0140c?YPehxeU_io6xzNgS4-dHvRgcmQLgLtp91 v W H95fZzzzwQkeiJk72HOvSzY67R 2-0-0 3-0-0 Scale =1:14.6 1-4-0 ' 0-4-0 ' 1-4-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.09 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 20 lb FT = 20% LUPJIBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4= 94/Mechanical, 6= 177/Mechanical, 6=600/0-8-0 Max Horz 6=94(LC 12) Max Uplift 4=-94(LC 1), 5=-177(LC 1), 6=-233(LC 8) Max Grav 4=44(LC 8), 5=73(LC 8), 6=600(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-6= 71/369 WEBS 3-6=237/622 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=177, 6=233. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type uy Ply T13581431 1388990-GEM-MAY CJ32 Corner Jack 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 122018 MiTek Industries, Inc. Fri Mar 23 08:37:39 2018 Pagel I D:rcJP0140c?YPehxeU_io6xzNgS4-5TTglyn26_TjRJc53_gKCnW6iK_ytA5tMi lxRvzY67Q -2-0-0 2-2-0 3-0-0 2-0-0 2-2-0 0-10-0 Scale = 1:14.6 I6 2-2-0 3-0-0 2-2-0 0.10-0 Plate Offsets (X,Y)-- [2:0-2-0,Edge1, [6:0-4-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(L-) -0.02 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.02 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 19lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=29/Mechanical, 2=286/0-8-0, 5=8/Mechanical Max Horz 2=94(LC 12) Max Uplift 4= 18(LC 12), 2= 101(LC 12) Max Grav 4=39(LC 3), 2=286(LC 1), 5=15(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=101. Water P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE NII-7473 rev, 1010312015 BEFORE USE. ° Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/Tpl I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581432 1388990-GEM-MAY CJ33 Corner Jack 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 tf.21 u s Feb lz zuT is MI I etc industries, inc. Fri [Viar 23 06:37:40 zu i a Faye i ID:rcJP0140c?YPehxeU_io6xzNgS4-Zg1CFlogtlba3TBHdiBZk 2HokHncdWibMmUzLzY67P -2-0-0 2-11-11 2-0-0 2-11-11 Scale=1:14.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.02 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FB02017/TP12014 Matrix-P Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=9/Mechanical, 2=285/0-8-0, 4=26/Mechanical Max Harz 2=94(LC 12) Max Uplift 3=-29(LC 12), 2=-111(LC 8), 4=-25(LC 8) Max Grav 3=20(LC 8), 2=285(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=111. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING - VerW destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010"015 BEFORE USE Design valid for use only with M1Tek9 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 buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing nA, i k' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I V I 1Te fabrtcation, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. , Safety Informallon available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T13581433 1388990-GEM-MAY CJ52 Corner Jack 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:40 2018 Pagel ID:rcJP0140c?YPehxeU_io6xzNgS4-Zg1 CFlogtlba3TBHdiBZk_2HRkHpcdll bMmUzLzY67P -2-0-0 2-2-0 3-8-0 5-0-0 2-0-0 2-2-0 1-6-0 1-4-0 5-0-0 Plate Offsets (X,Y)-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 213.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.01 6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=82/Mechanical, 2=348/0-8-0, 5=72/Mechanical Max Horz 2=134(LC 12) Max Uplift 4=-56(LC 12), 2=-92(LC 12) Max Grav 4=82(LC 1), 2=348(LC 1), 5=118(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-121/273 Scale = 1:19.5 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied -or 2-2-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 0904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE MIf-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 bullding,deslgner 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 bracng MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI i Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581434 1388990-GEM-MAY CJ53 Corner Jack 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=90/Mechanical, 2=333/0-8-0, 4=46/Mechanical Max Horz 2=134(LC 12) Max Uplift 3=-86(LC 12), 2=•114(LC 8), 4=-45(LC 8) Max Grav 3=90(LC 1), 2=333(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. B.210 s Feb 12 201 B Mi i ex Industries, Inc. rn Mar 23 08:3 r:41 2018 rage r ID:rcJP0140c?YPehxeU_io6xzNgS4-1 sbaSeoldbjRgdmOBPioHCbSYSSfL4mApOW2VnzY670 4-11-11 4-11-11 Scale=1:19.4 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.17 2-4 >328 240 MT20 244/190 Vert(CT) 0.15 2-4 >357 180 Horz(CT) -0.00 3 n/a n/a Weight: 23lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 4-10-15 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=114. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 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 verily 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. Addifionai temporary and permanent bracing MiTe k° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type tlty Ply T13581435 1388990-GEM-MAY D01 Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:43 2018 Pagel I D:rcJ P0140c?YPehxeU_io6xzNgS4-zFiKtKgY9Dz9wwwslgiGMdgqZxAGpiDTHK?8agzY67M 2-0-0 3-10-0 7-1-8 13-0-0 15-8.0 21-6-8 24-1%0 28-8-0 2-0-0 3-10-0 3-3-8 5-10-8 2-8-0 5-10-8 3-3-8 3-10-0 7x10 i 6.00 12 2x4 0 6x8 Scale = 1:56.1 LUS26 LUS26 LUS26 LUS26 01 r.oxa a i'P= 6x12 MT20HS i 2x4 I 7x10 = 7x10 = 8x14 MT20HS = 6x8 = 3x8 I 6x12 MT20HS. HHUS26-2 LUS26 LUS26 LUS26 LUS26 LUS26 HTU26 Plate Offsets LOADING (PSI) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 31 'Except" 5-6: 2x6 SP No.2, 1-4: 2x4 SP No:1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 3-3-8 3-10-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.82 Vert(LL) 0.3013-14 >999 240 MT20 244/190 BC 0.72 Vett(CT)-0.5413-14 >618 180 MT20HS 187/143 WB 0.96 Horz(CT) 0.14 9 n/a n/a Matrix-SH Weight: 393 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=9809/0-8-0, 2=7674/0-8-0 Max Harz 2=131(LC 8) Max Uplift 9=-2633(LC 9), 2=-2363(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 14978/4552, 3-4=-15995/4918, 4-5=-12010/3567, 5-6=-10628/3158, 6-7= 12067/3510, 7-8— 16119/4571, 8-9= 17741/4913 BOT CHORD 2-15— 4059/13162, 14-15= 4059/13162, 13-14=-4362/14213, 12-13=-3042/10591, 11-12=-3987/144111 10-11=-4287/15622, 9-10=1-4287/15622 WEBS 3-15= 854/332, 3-14=-504/1347, 4-14= 1253/3776, 4-13= 4153/1516, 5-13=-1646/5005, 6-12=-1473/5054, 7-12=-4299/1237, 7-11=-963/3854, 8-11=-1406/346, 8-10=-366/1694 NOTES- 1) 2-ply truss to be connected together with 1od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=2633, 2=2363. 10) Use Simpson Strong -Tie HHUS26-2 (14-1 Od Girder, 4-1 Od Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong -Tie LUS26 (4-SD9212 Girder, 4-SD9212 Truss) or equivalent spaced at 2-0-0 oc max starting at 9-0-12 from Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 0-12 to connect truss es to front face of bottom chord. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE 11111--7473 rev. 10/0=015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ply T13581435 1388990-GEM-MAY D01 Hip Girder 1 2 Job Reference (optional) Builders f Ustbource, Fort Piece, FL 3494b CZl u 5 reu iz zu i o ivu ter, inuubuieb, it iv. ru miar ea uo:onyo eu to rdye c I D:rcJP0140c?YPehxeU_io6xzNgS4-zFiKtKgY9Dz9wwwslglGMdgg7xAGplDTHK?BagzY67M NOTES- 12) Use Simpson Strong -Tie LUS26 (4-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 21-0-12 from the left end to 25-0-12 to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 27-0-12 from the left end to connect truss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-54, 5-6=-54, 6-9= 54, 2-9=-20 Concentrated Loads (lb) Vert: 14=-2548(F)13=-1254(F)10— 1142(F)19=-1249(F)20= 1249(F)21=-1254(F)22=-1254(F)23=-1249(F)24=-1146(F) 25=-1 146(F) 26=1791(F) A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED WEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE Design valid for use only with MITek8 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ply T13581436 1388990-GEM-MAY D02 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 B.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:44 2018 Pagel I D:rcJPOl40c?YPehxeU_io6xzNgS4-RRGi4frAwW5OX4V3sXGVvgDzkLSgYFhdV_Id66zY67L 2-0-0 5-9-4 11-0-0 14-0-0 17-8-0 25-0-0 26-6-0 , 28-8-0_ _, 30-8-0 J 2-0-0 5-9-4 5-2-12 3-0-0 3-8.0 7-4-0 1-6-0 2-2-0 2-0 00 N 2x4 a=i O 5x6 = 3x4 = 5x8 = 3x6 = 3x4 = 5x8 = 8.00 12 5x6 = ST1.5x8 STP = 3x4 Scale = 1:58.2 8-0-11 14-0-0 15-6-0 17-8-0 25-0-0 26-6-0 28-8-0 8-0-11 5-11-5 1-6-0 2-2-0 7-4-0 1-6-0 2-2(1 Plate Offsets (X,Y)--[4:0-3-0,0-2-01,[6:0-6-0,0-2-81,[9:0-2-10,0-1-81,[11:0-4-4,0-2-41,[15:0-6-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.21 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.43 12-13 >787 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.20 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight:171 lb FT=20% 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 or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-13 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1166/0-8-0, 9=1166/0-8-0 Max Harz 2=106(LC 11) Max Uplift 2=-283(LC 12), 9= 283(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1806/1125, 3-4=-1619/1066, 4-5=-1289/943, 5-6=-1533/1043, 6-7=-1782/1037, 7-8=-3761/2183, 8-9=-1670/925 BOT CHORD 2-16= 844/1534, 15-16=-502/1212, 14-15= 633/1524, 13-14=-614/1529, 12-13=-1836/3268, 11-12= 679/1481, 9-11=-638/1350 WEBS 3-16=-242/373, 4-16=-221/398, 4-15= 92/264, 5-15— 871/413, 5-14=-319/780, 6-13=-106/502, 7-13=-1768/1235, 7-12= 255/811, 8-12= 1291/2154, 8-11=-797/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Extedor(2) 3-11-3 to 30-8-13 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift. at joint(s) except Qt=lb) 2=283, 9=283. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8834 69D4 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verity the appllcabllliy 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 p� MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type txy Ply T13581437 1388990-GEM-MAY D03 Hip 1 1 Job Reference (optional) oullatll5 rubtouulue, rUl t I' MUU, rL 04`J'10 ut 2x4 0 n.e]U 5 reD I eVIa MI I eK InUUSIrIeS, inc. rri Nrar zJ Uts:Ji:4b zult5 rage 1 14-0-0 19-8-0 5-4-0 ' 1-6-0 ' 2-2-0 ' 2.0-0 5x8 = 3x4 = 5x8 = 4 i 5 6 axis = 3x6 = 3x4 — 8.00 FIT 5x6 = 3x4 5-0-0 ' 1-6-0 Scale = 1:58.7 0 x4 q D 0 LOADING (psf) TCLL 20.0 TCDL 7.0 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 0.71 BC 0.84 WB 0.80 Matrix-SH DEFL. in Vert(LL) -0.17 Vert(CT) -0.35 Horz(CT) 0.18 (loc) I/defl Ud 2-16 >999 240 2-16 >952 180 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 164lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1166/0-8-0, 9=1166/0-8-0 Max Harz 2=90(LC 11) Max Uplift 2= 266(LC 12), 9= 266(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1798/1137, 3-4=-1574/966, 4-5=-1596/1089, 5-6= 1966/1230, 6-7=-1986/1147, 7-8=-3637/2031,8-9=-1693/933 BOT CHORD 2-16=-865/1532, 15-16=-575/1364, 14-15=-880/1908, 13-14=-755/1752, 12-13=-1648/3128,11-12=-707/1509,9-11=-659/1380 WEBS 3-16=-203/327, 4-16=-50/351, 4-15=-225/390, 5-15=-1186/627, 5-14=-362/950, 6-14= 164/372, 6-13=-119/427, 7-13=-1414/912, 7-12= 296/804, 8-12= 1093/1985, 8-11=-810/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 30-6-13 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=26619=266. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MrlEK REFERANCE PAGE Mu-7473 rev. f0/0312015 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 MIT®k` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss system& seeANSI/iPil 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, Mexan dria, VA 22314. Tampa, FL 33610 Job Truss Truss Type COty Ply T13581438 1388990-GEM-MAY D04 Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Fort Piece, FL 349458.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:47 2018 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-sOyrjht3DRTbOYDeXgpCW Tra8ZUglcl3CyzMj RZY671 2-0-0 7.0-0 14-0-0 15-6-0 21-8-0 23-5.0 25.0-0 26-6.0 28-8-0 30-5-0 2-0-0 7-0-0 7-0-0 1-6-0 6-2-0 1-9-0 1-7-0 1-6-0 2-2-0 2-0-0 NAILED NAILED 5x8 = Special 3x8 = NAILED NAILED 5x8 = 6.00 12 3 22 4 23 24 25 5 2x4 11 2 v> 2x4 =o 13 12 0 1 28 26 27 6x8 = 29 3x4 = STP= 15 14 NAILED NAILED — 2x4 II LUS26 6x8 = AILED Special 3x4 NAILED 8.00 12 Scale=1:58.7 4x6 6 6x8 -Z�, co 7 6 Cl) 8 2x4 II jo II 2x4 Flo 11 9 =d 6x8 = 10 ST1.5x8 = 6x6 = 3x4 = 7-0-0 14-0-0 15-6-0 21-8-0 25.0-0 26.6-0 28-8-0 7-0-0 7-0-0 1-6-0 6-2-0 3-4-0 1-6-0 2-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.24 12-13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.44 12-13 >768 180 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 Except" 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 `Except` 2-14: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1964/0-8-0, 8=2232/0-8-0 Max Harz 2=75(LC 33) Max Uplift 2=-601(LC 8), 8=-760(LC 9) PLATES GRIP MT20 244/190 Weight: 326 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-10-3 oc bracing: 13-14 9-5-12 oc bracing: 11-12. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3597/1132, 3-4=-4996/1772, 4-5=-6574/2276, 5-6— 5438/1918, 6-7— 7884/2656, 7-8— 3704/1251 BOT CHORD 2-15=-961/3111, 14-15= 961/3126, 13-14=-2107/6185, 12-13=-1643/4965, 11-12=-1840/5577, 10-11=-1093/3337, 8-10=-1008/3072 WEBS 3-15=0/446, 3-14=-908/2175, 4-14=-3415/1294, 4-13=-925/3023, 5-13= 601/1802, 5-12=-276/1340, 7-11 =- 1372/4200, 7-10= 1753/602, 6-12= 875/305, 6-11=-677/2152 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 2=60118=760. 9) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 3-1 Od Truss, Single Ply Girder) or equivalent at 12-8-12 from the left end to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10MI2015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type In Ply T13581438 1388990-GEM-MAY D04 Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MI I eK Industries, Inc. Fri Mar 23 08:37:47 2018 Nage 2 I D:rcJP0140c?YPehxeU_io6xzNgS4-sOyrj ht3D RTbOYDeXgpCW TraBZUglcl3CyzMj RzY671 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 231 lb up at 21-8-0 on top chord, and 500 lb down and 130 lb up at 21-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-5= 54, 5-9— 54, 2-14=-20, 13-14=-20, 11-13=-20, 10-11=-20, 8-10=-20 Concentrated Loads (lb) Vert: 5=-26(B) 13=-82(B) 12=-462(B) 22=-97(B) 23=-77(B) 24=-77(B) 25=-77(B) 26=-753(B) 27=-49(B) 28=-82(B)29= 82(B) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/012015 BEFORE USE. Design valid for use only with MITek6 connectors. This design Is based only upon parameters shown, and is for an Individual building component, not Is t a Truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ny Ply T13581439 1388990-GEM-MAY E01 Common Girder 1 2 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 B.210 s Feb 122018 MI I eK Industries, Inc. Fn Mar 23 U8:3/:48 L01B Pagel ID:rcJP0140c?YPehxeU_io6xzNgS4-KCW Dw1 uh_IcS0iog5NKR3gNiLywVU3kCQcivFtzY67H 2-0-0 3-10.0 7-1-8 10-6-0 13-10-8 17-2-0 _ _ _ , 21-0.0 2-0-0 3-10-0 3-3-8 3-4-8 3-4.8 3-3 8 3-10-0 Scale =1:40.7 US 11 I� a 3x12 MT20HS i caw n oao — raw — ono — — " LUS26 5x8 = 7-1-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 "Except' 5-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=6648/0-8-0, 2=4961/0-8-0 Max Harz 2=113(LC 27) Max Uplift 8=-1658(LC 9), 2=-1475(LC 8) HHUS26-2 LUS26 LUS26 LUS26 CSI. DEFL. In (loc) Well Ud PLATES GRIP TC 0.68 Vert(LL)-0.1610-11 >999 240 MT20 244/190 BC 0.52 Vert(CT)-0.2910-11 >840 180 MT20HS 187/143 WB 0.75 Horz(CT) 0.07 8 n/a n/a Matrix-SH Weight: 272 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9561/2776, 3-4=-9823/2906, 4-5=-7736/2206, 5-6=-7738/2201, 6-7= 10109/2685, 7-8=-12209/3078 BOT CHORD 2-13=-2477/8383, 12-13= 2477/8383, 11-12=-2563/8759, 10-11=-2294/9018, 9-10= 2670/10739, 8-9=-2670/10739 WEBS 5-11=-1870/6666, 6-11— 3065/733, 6-10_ 639/3101, 7-10= 1992/440, 7-9=-361/2036, 4-11= 2693/1025, 4-12— 952/2713, 3-12=-278/506, 3-13=-268/164 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=1658, 2=1475. 9) Use Simpson Strong -Tie HHUS26-2 (14-10d Girder, 4-100 Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie LUS26 (4-SD9212 Girder, 4-SD9212 Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 19-0-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ndard ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE MII-7473 rev. 10103&015 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 I V pA I i 1T e k" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty ply T13581439 1388990-GEM-MAY E01 Common Girder 1 2 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 S Feb 12 2018 MI I eK Industries, Inc. Ffl Mar 23 08:3/:48 201 B l age 2 ID:rcJ P0140c?YPehxeU_io6xzNgS4-KCW Dwl uh_IcS0iog5N KR3gNi LywVU3kCQcivFtzY67H LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 2-8=-20 Concentrated Loads (lb) Vert: 9= 1256(B) 12=-2460(B) 17=-1249(B) 18— 1249(B) 19= 1256(B) 20— 1256(B) 21= 1249(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE M11--7473 rev. 10/032015 BEFORE USE. ' Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe W Is always. required for stability and to prevent collapse With possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ply T13581440 1388990-GEM-MAY E02 Common 3 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:49 2018 Page 1 I D:rcJ P0140c?YPehxeU_io6xzNgS4-oP4b7NvJ13kJerNOf5sgcuwsQMCLDYEMfGSTnKzY67G -2-0.0 6-4-4 1 8-2-3 -10- 10-6.0 i 12-2-0 1 -9-1 14-7-12 21-0.0 2-0-0 6-4-4 1-9-15 7-1 1-8-0 1-8-0 7-1 1-9-15 6-4-4 5x6 = 5 3x4 = 4 6.00 12 12 3 17 16 2 o STP = 3x6 3x4 = 6 10 3x8 MT20HS = 18 Scale = 1:38.6 ST1.5x8 STP = 3x8 = 6-4-4 14-7.12 21-0-0 6-4-4 8-3-8 6-4-4 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [8:0-4-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.58 9-11 >420 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.86 9-11 >283 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Attic -0.39 9-11 253 360 Weight: 89lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing. WEBS 2x4 SP No.2 `Except` 5-12: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=828/0-8-0, 2=972/0-8-0 Max Horz 2=111(LC 12) Max Uplift 8=-127(LC 13), 2=-191(LC 12) Max Grav 8=976(LC 2), 2=1094(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1740/867, 3.4= 1378/928, 4-5= 334/618, 5-6=-291/623, 6-7=-1375/971, 7-8= 1738/924 BOT CHORD 2-11= 614/1427, 9-11=-614/1427, 8-9=-614/1427 WEBS 4-12=-2140/1422, 6-12=-2140/1422, 7-9=0/623, 3-11=0/623 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second,gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 10-6-0, Corner(3) 10-6-0 to 16-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of,20.0psf 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-12, 6-12 8) Bottom chord live load (40.0 psi) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=127, 2=191. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33010 Date: March 23,2018 ® WARNING - Verity design parameters end READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev. 10/0=015 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 MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ply T13581441 1388990-GEM-MAY E03 Common 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MI I eK Industries, Inc. Fri Mar 23 08:3/:bU 2u18 Nage 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-Gbe_LivxWMsAF?yCCoNv85T11mYZy?pVuwBOKmzY67F 2-0-0 6-4-4 8-2-3 10- 10-6-0 12-2-0 1 -9-1 14-7-12 21.0.0 23-0-0 2-0-0 6-4-4 1-9.15 7-1 1-8-0 1-8-0 -7-1 1-9-15 6-4.4 2-0-0 Scale = 1:40.5 5x6 = 5 3x4 = 3x4 = 4 6 6.00 12 13 3 7 21 22 23 20 2 8 ,n N �1 r° 12 11 10 f e r 9 0 STP = 3x8 MT20HS = ST1.5x8 ST 3x6 i 3x6 6-4-4 14-7-12 _ _ 21-0-0 6-4-4 8-3-8 6-4-4 Plate Offsets (X Y)-- [2:0-2-10 0-1-81 [8:0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.58 10-12 >420 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.86 10-12 >283 180 MT20HS 187/143 BCLL 0.0 Rep Stress incr YES WB 0.59 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Attic -0.39 10-12 253 360 Weight: 97 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=965/0-8-0, 8=965/0-8-0 Max Horz 2=102(LC 11) Max Uplift 2=189(LC 12), 8=-189(LC 13) Max Grav 2=1088(LC 2), 8=1088(LC 2) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1718/813, 3-4= 1359/857, 4-5=-224/607, 5-6=-224/607, 6-7=-1359/857, 7-8=-1718/813 BOT CHORD 2-12=-426/1429, 10-12=-426/1429, 8-10=-426/1429 WEBS 4-13=-2099/1149, 6-13=-2099/1149, 7-10=0/621, 3-12=0/621 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 10-6-0, Corner(3) 10-6-0 to 16-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-13, 6-13 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=189, 8=189. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 0 WARNING- Verity design parameters and READ NOTES ON THIS. AND INCLUDED MrTEK REFERANCE PAGE Mll-7473 rev. 101032015 BEFORE USE Design valld 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 appllcabillty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Sune 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type flty Ply T135B1442 1388990-GEM-MAY E04 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:52 2016 Pagel I D:rcJP0140c?YPehxeU_io6xzNgS4-CzlkmPxC2_6tVJ6bKDPN DWYMRaGMQ_ioLEg7OfzY67D 2-0-0 5-0-0 10-6-0 16-0.0 L -0 23-0-0 2-0-0 5-0-0 5-6-0 5-6-0 5-0-0 2-0-0 �3 4x6 = 3x4 = apewai ��o — �N­3x4 = NAILED -0-0 Scale=1:41.8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr NO Code FBC2017/TP12014 CS1. TC 0.81 BC 0.65 WB 0.31 Matrix-SH DEFL. in Vert(LL) 0.12 Vert(CT) -0.20 Horz(CT) 0.05 (loc) I/dell Ud 9 >999 240 9-10 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 127lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc puffins. BOT CHORD 2x4 SP No.2 Except: WEBS 2x4 SP No.3 *Except* - 3-4-0 oc bracing: 3-4, 4-5 4-17: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-10 oc bracing. OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 4 REACTIONS. (lb/size) 2=1204/0-8-0, 6=1204/0-8-0 Max Horz 2=-58(LC 6) Max Uplift 2= 435(LC 8), 6= 435(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1922/693, 3-4=-2356/928, 4-5=-2356/928, 5-6=-1922/693 BOT CHORD 2-10=-571/1630, 9-10= 568/1643, 8-9=-538/1643, 6-8=-541/1630 WEBS 3-10=0/395, 3-9=-377/804, 4-9= 465/394, 5-9=-377/804, 5-8=0/395 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 2=435, 6=435. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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) 103 lb down and 157 Ito up at 5-0-0, and 103 lb down and 157lb up at 16-0-0 on top chord, and 258 lb down and 33 lb up at 5-0-0, and 258 lb down and 33 lb up at 15-11-4 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 Uniform Loads (pit) Vert: 1-3= 54, 3-5= 54, 5-7=-54, 2-6=-20 Walter P. Finn PE No,22839 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE PAGE Mll-7473 rev. 10/03)2015 BEFORE USE. ' Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the appllcablilty, of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual him web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ply - T13581442 1388990-GEM-MAY E04 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 Mi 1'eK Industries, Inc. Fri Mar 23 08:37:52 2018 Page 2 I D:rcJ P0140c?YPehxeU_io6xzNgS4-CzikmPxC2_6tVJ6bKDPNDW YMRaGMQ_ioLEg7OfzY67D LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-56(F) 5= 56(F) 10= 110(F) 9= 26(F) 4=-37(F) 8= 110(F) 18=-37(F) 19= 37(F) 20=37(F) 21= 37(F) 22=-26(F) 23=-26(F) 24=-26(F) 25=-26(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010MO15 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 M iTe W Is always required for stability and to prevent collapse with possible personal.. Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erecflon and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. - Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ply T13581443 1388990-GEM-MAY EJ4 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=60/Mechanical, 2=231/0-5-5, 4=31/Mechanical Max Horz 2=79(LC 4) Max Uplift 3=-48(LC 8), 2=-138(LC 4) Max Grav 3=60(LC 1), 2=231(LC 1), 4=63(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:52 2018 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-CzlkmPxC2_6tVJ6bKDPNDWYW BaPdQ2UoLEg7OfzY67D 3-4-15 3-4-15 Scale=1:10.6 3-4-15 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.01 2-4 >999 240 MT20 244/190 Vert(CT) -0.01 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MW FRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MW FRS Wind (Pos. Internal) 4th Parallel. 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 100 lb uplift at joint(s) 3 except Qt=lb) 2=138. 7) "NAILED" indicates 3-1 Od (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: 1-3=-54, 2-4= 20 Concentrated Loads (lb) Vert: 7=1(F=O, B=0) Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 23,2018 ® WARNING- Ver11y design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. ' Design valid for use only with MITekO connectors. This design is based only upon parameters shown; and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ply T13581444 1388990-GEM-MAY EJ5 Jack -Open 16 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:53 2018 Pagel ID:rcJP0140c?YPehxeU_io6xzNgS4-gAJ6zkygpHEk6Thnuwwcmk5V9zhj9VkxauQgx5zY67C -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:19.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 .180 BCLL 0.0 ' Rep Stress incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 23lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 3=91/Mechanical, 2=334/0-8-0, 4=46/Mechanical Max Harz 2=134(LC 12) Max Uplift 3=-84(LC 12), 2= 99(LC 12) Max Grav 3=91(LC 1), 2=334(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 4-11-4 zone; cantilever left.and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/032015 BEFORE USE. Design valid for use only with Mllek® connectors. this design is based only upon parameters shown, and is for an individual, building component, not OF 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 fabricatlom storage, delivery, erection and bracing of trusses and truss systems. seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandrla, VA 22314. . Tampa, FL 33610 Job Truss Truss Type ty Ply Ti3581445 1388990-GEM-MAY EJ7 Jack -Open 19 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:54 2018 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-9MtUB4zSabMbkdG_ReRrJxdf9N_Iuyz5pY9ETXzY67B -2-0-0 7-0-0 2-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 TCDL 7.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=151/Mechanical, 2=397/0-8-0, 4=69/Mechanical Max Harz 2=175(LC 12) Max Uplift 3=-116(LC 12), 2_ 106(LC 12) Max Grav 3=151(LC 1), 2=397(LC 1), 4=119(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale: 1/2°=1' DEFL, in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.08 2-4 >963 240 MT20 244/190 Vert(CT) -0.18 2-4 >449 180 Horz(CT) -0.00 3 n/a n/a Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=116, 2=106. Walter P. Finn PE No.22839 MiTek USA, Inc. FL cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE. ' Design valid .for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not Nil a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Info 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 muses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Mexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ply T13581446 1388990-GEM-MAY EJ8 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Ihdustries, Inc. Fri Mar 23 08:37:57 2018 Pagel I D:rcJ P0140c?YPehxeU_io6xzNgS4-ZxZdp6?KsW kAb4_Z7m?YwaFBmb 1 R5HaXV W Ou4szY678 -2-0-0 7-3-0 2-0-0 7-3-0 5x8 = :i 0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.06 2-6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.13 2-6 >756 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 . 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4= 85/Mechanical, 2=440/0-8-0, 5=361/Mechanical Max Horz 2=182(LC 12) Max Uplift 4=-89(LC 19), 2=-120(LC 12), 5= 176(LC 12) Max Grav 4=75(LC 12), 2=440(LC 1), 5=361(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=0/399, 3-5= 573/479 Scale = 1:27.9 m 0- 6 m PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 8-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) 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 at=lb) 2=120, 5=176. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING- VerW design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE 1#114473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only wilh 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 fabdcatlom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qry Ply T13581447 1388990-GEM-MAY EJ71 Jack -Open 1 1 Job Reference (optional) Builders F1rstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:54 2018 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-9MtUB4zSabMbkdG_ReRrJxdg5NuBuyz5pY9ETXzY67B L 7-0-0 7-0-0 i 3x6 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.19 1-3 >409 240 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.18 1-3 >432 180 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-SH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2X4 SP No.2 REACTIONS. (lb/size) 1=244/0-8-0, 2=164/Mechanical,,3=80/Mechanical Max Horz 1=143(LC 12) Max Uplift 1=-36(LC 12), 2=-123(LC 12) Max Grav 1=244(LC 1), 2=164(LC 1), 3=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:23.3 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fh Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) 0-4-0 to 6-4-0, Exterior(2) 6-4-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Ot=lb) 2=123. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. f0/03/2015 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design B based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informanon available from Truss Plate Institute, 218 N. Lee Street Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ply T13581448 1388990-GEM-MAY EJ72 Jack -Open 11 i1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:55 2018 Pagel I D:rcJP0140c?YPehxeU_io6xzNgS4-dYRtOQz4KvUSMnrA? Ly4r9AsinJ PdPW E 1 Cvn?zzY67A 2-0-0 3-8-0 7-0-0 2 0-0 2-2-0 1-6-0 3-4-0 Scale: 1/2"=1' Plate Offsets (X,Y)- 3:0-4-0,0-0-81,[6:0-2-6,0-2-41,[7:0-4-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.11 5-6 >691 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.16 5-6 >483 180 BCLL 0.0 Rep Stress [nor YES WB 0.05 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017/TP]2014 Matrix-SH Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=1 3 1 /Mechanical, 2=417/0-8-0, 5= 1 02/Mechanical Max Harz 2=175(LC 12) Max Uplift 4=-89(LC 12), 2=-96(LC 12), 5=-4(LC 12) Max Grav 4=131(LC 1), 2=417(LC 1), 5=140(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 352/46 BOT CHORD 2-7=-272/398, 6-7=-272/425, 3-6=-375/244 WEBS 3-7=-133/255 NOTES- 1) Wind: ASCE 7-10; Vult=l6omph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Extedor(2) 3-11-3 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design 8 based only upon parameters shown, and Is for on 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ry Ply T13581449 1388990-GEM-MAY EJ74 Monopitch Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:56 2018 Pagel I D:rcJP0140c?YPehxeU_io6xzNgS4-51?Fbm_i5CcJzwPMZ3UJOMjCOBhfMoUOGseLXQzY679 3-7-8 7-0-0 3-7-8 3-4.8 2x4 11 3 3x4 = 3x8 II """' axo = ST1.5x8 STP = 7-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.01 1-5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.03 1 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=943/0-8-0, 4=773/Mechanical Max Horz 1=138(LC 23) Max Uplift 1=-229(LC 8), 4=-254(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1133/247 BOT CHORD 1-5=-317/976, 4-5=-317/976 WEBS 2-5=-176/839, 2-4=-1096/354 Scale: 1/2°=l' PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20% Structural wood sheathing directly applied or 5-4-8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joiht(s) except Qt=lb) 1=229,4=254. 6) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-1-12 from the left end to 5-1-12 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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: 1-3=-54, 1-4=-20 Concentrated Loads (Ib) Vert: 6=-411(F) 7=-411(F) 8— 411(F) Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from TR= Plate institute, 218 N. Lee Street, Suite. 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ply T136B1450 1388990-GEM-MAY EJ81 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 122018 MiTek Industries, Inc. Fri Mar 23 08:37:57 2018 Pagel 1-4-0 1-9-0 Scale: 1/2°=l' 5-3-0 6-7-0 8-4-0 5-3-0 1-4-0 1-9-0 Plate Offsets (X,Y)-- [2:0-2-0,Edge), [6:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25, TC 0.82 Vert(L-) -0.03 2-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 2-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) , 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 45lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=23/Mechanical, 2=445/0-8-0, 6=250/Mechanical Max Horz 2=175(LC 12) Max Uplift 5=-26(LC 12), 2=-126(LC 12), 6_ 82(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-290/60 WEBS 4-6=-357/334 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 8-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any 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) 5, 6 except (jt=lb) 2=126. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581451 1388990-GEM-MAY EJ82 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:37:58 2018 Pagel I D:rcJ P0140c?YPehxeU_io6xzNgS4-176?OSOydgsl DEZIgU W nTnoOi_Oygl8gjA7RclzY677 -2-0-0 3-3-0 4-7-0 8-4-0 2-0-0 3-3-0 1-4-0 3-9-0 4-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.02 2-8 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=94/Mechanical, 2=444/0-8-0, 6=180/Mechanical Max Horz 2=175(LC 12) Max Uplift 5=-70(LC 12), 2=-125(LC 12), 6= 38(LC 12) Max Grav 5=94(LC 1), 2=444(LC 1), 6=184(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-396/129, 3-4= 305/151 BOT CHORD 2-8= 298/336, 7-8=-296/342, 6-7= 301/338 WEBS 4-6= 370/330 Scale: 1/2"=l' PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3)-2-0-13 to 3-3.0, Extedor(2) 3-3-0 to 8-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 5, 6 except Qt=lb) 2=125. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED UITSKREFERANCE 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, seeANSI/TPl I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13581452 1388990-GEM-MAY EJ83 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MfTek Industries, Inc. Fri Mar 23 08:37:59 2018 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-VKgNEoObO7_urO8xEB100? Lf8gXZCmgyqt?BlzY676 -2-0-0 1-3-0 2-7-0 5-5-12 8-4-0 2-0-0 1-3-0 1-4-0 2-10-12 2-10-4 Scale: 1/2"=1' i-3-0 2-7-0 8-4-0 1-3-0 1-4-0 5.9-0 Plate Offsets (X,Y)-- [7:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(L-) -0.06 7-8 >999 - 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.13 7-8 >739 180 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=57/Mechanical, 2=403/0-8-0, 7=21 1 /Mechanical Max Horz 2=175(LC 34) Max Uplift 6=-50(LC 34), 2= 82(LC 8), 7= 53(LC 8) Max Grav 6=58(LC 23), 2=440(LC 40), 7=211(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 599/0, 3-4=-500/0, 4-5= 618/0 BOT CHORD 2-9=-42/457, 8-9=-44/490 WEBS 4-8— 254/48, 5-7=-270/135, 5-8=0/423 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerit 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) 6, 2, 7. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guldlines. 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: 1-3=-54, 3-4=-54, 4-6=-54, 2-7=-20 Concentrated Loads (lb) Vert: 3=47(F) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING- Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MU-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 Wit a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe W Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrtcaltom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Uty Ply T13581453 1388990-GEM-MAY G01 Roof Special Girder 1 2 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 B.210 s Feb 122018 MiTek Industries, Inc. FriMar 23 08:38:00 2018 Pagel I D:rcJPO14Oc?YPehxeU_io6xzNgS4-zW EmR81 D9R61SYj7ouYFYCtt7oz41 REzBUcYg BzY675 9-10-0 •2.0.0 4-5.12 8-4-12 -2- 13-11-0 18-0-0 1 - -o 2-0-0 4-5-10 3-11.2 -9• 4.1.0 4-1-0 0-4.0 0-8-0 Scale = 1:55.5 2x4 3x6 = 2x4 11 6x8 = LUS24 7x10 = ST1.5x8 STP = HTU26 5x6 = LUS24 Special 6x8 — LUS26 4-5-10 8-4-12 , 9-10-0 , 13-11-0 18-4-0 4-5-10 3-11-2 1-5-4 4-1-0 4-5-0 Plate Offsets (X,Y)--[8:0-4-0,0-4-01,[9:0-5-0,0-4-81,[10:0-3-0,0-3-8],[11:0-4-0,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.16 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 320lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8: 2x8 SP 2400F 2.0E WEBS 1 Row at midpt 7-8 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2886/0-8-0, 8=4077/0-8-0 Max Horz 2=373(LC 23) ° Max Uplift 2= 978(LC 8), 8=-1473(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 5441/1807, 3-4=-5339/1832, 4-5=-5109/1767, 5-6=-2666/819 BOT CHORD 2-12= 1883/4758, 11-12=-1883/4758, 10-11= 1725/4479, 9-10=-1793/4743, 8-9— 860/2370 WEBS 3-11= 309/253, 4-11=-757/1782, 5-9=-3407/1339, 6-9= 1497/4416, 5-10=-859/168, 6-8=4235/1537, 4-10= 688/2485 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fh Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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 at=lb) 2=978, 8=1473. 8) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 8-4-12 from the left end to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss) or equivalent at 10-4-12 from the left end to connect truss(es) to front Walter P. Finn PE No.22839 face of bottom chord. MiTek USA, Inc. FL Cert 6834 10) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 12-4-12 from the left end to 14-4-12 to connect truss(es) to front face of bottom chord. 6904 Parke East Blvd. Tampa FL 33610 P 11) Fiji all nail holes where hanger is in contact with lumber. Date: 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 681 lb down and 223 lb up at March 23,2018 m chord. The desi n/selection of such connection devices is the resDonsibilltv of others. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMII-7473 rev. 10/03/2015 BEFORE USE° Design valid for use only with MITek® connectors. This design 8 based only upon parameters shown- and Is for an Individual [wilding component- not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 0ty Ply T13581453 1388990-GEM-MAY Got Roof Special Girder 1 2 Job Reference optional) Builders FirstSource, Fort Piece, FL 34945 B.210 s Feb 122018 MiTek Industries, Inc. Fri Mar 23 08:38:00 2018 Page 2 ID:rcJP0140c?YPehxeU_io6xzNgS4-zW EmR81 D9R61SYj7ouYFYCtt7oz41REzBUcYgBzY675 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 2-8=-20 Concentrated Loads (lb) Vert: 11=-2166(F) 16=-950(F) 17=-890(F) 18=-837(F) 19_ 681(F) A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1­7473 rev. 10/032015 BEFORE USE ' Design valid for use only with MiTek® connectors. This design Is based ody upon parameters shown, and Is for an Individual building component, not a thus 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 10 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581454 1388990-GEM-MAY G02 GABLE 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:01 2018 Page 1 ID:rcJPOI40c?YPehxeU_io6xzNgS4-RioefU2rwIEc4il KMc3U5QQubCJpl59707M5DdzY674 2-0-0 44 9-2-0 %-10-p 13-11-0 18-0-0 1q-4r0 2-0-0 4-10-4 4-3-12 8- 4-1-0 4-1-0 0-4-0 3x4 5x8 = 4x6 i Scale = 1:48.6 5x8 ST1.5x8 STP = Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [5:0-3-0,0-1-01, [6:0-0-14,0-1-121 [6:0-2-7 0-0-131 [8:0-3-4 0-1-101 [9:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.26 8-9 >826 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.02 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. Except: WEBS 2x4 SP No.3 `Except' 1 Row at midpt 5-6 7-8: 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing: OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-7 REACTIONS. (lb/size) 2=793/0-8-0, 8=646/0-8-0 Max Horz 2=374(LC 12) Max Uplift 2= 179(LC 12), 8=-274(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1025/672, 3-4=-798/408, 4-5=-656/493, 5-6=-735/786, 6-8=-566/658, 6-7= 219/292 BOT CHORD 2-9=-1154/851, 8-9= 715/672 WEBS 3-9= 209/498, 4-9=-129/430 NOTES- 1) Wind: ASCE 7-10; VUlt=160Mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fh Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 9-2-0, Corner(3) 9-2-0 to 9-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) All plates are 2x4 MT20 unless otherwise Indicated. 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except at=lb) 2=179, 8=274. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE MI1-7473 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 Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/rpl I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street; Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13581455 1388990-GEM-MAY G03 Common 2 1 I Job Reference (option a] Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:02 2018 Page 1 I D:rcJP0140c?YPehxeU_io6xzNgS4-wvM W sp3Th2MTirtWvJbjddz5ycf7mY6Gen5f13zY673 -2-0-0 4-10-4 9-2-0 13-5-12 18-4-0 2-0-0 4-10-4 4-3-12 4-3-12 4-10-4 Scale = 1:36.2 4x6 = 1- m 4 2x4 = o Iq o 1 e " 7 � s � STP = 5x8 = ST1.5x8 STP = 3x4 i 3x4 = 9-2-0 18-4-0 9-2-0 9-2-0 Plate Offsets (X,Y)-- [2:0-2-1010-1-81, [6:0-2-0,Edge], [7:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.11 2-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.24 6-7 >876 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 86 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=645/0-8-0, 2=792/0-8-0 Max Horz 2=101(LC 12) Max Uplift 6=-153(LC 13), 2=-217(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1033/1051, 3-4=-786/784, 4-5= 788/826, 5-6— 1044/1107 BOT CHORD 2-7=-825/860, 6-7=-849/893 WEBS 4-7=-397/480, 5-7=-290/548, 3-7=-255/501 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fh Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Extedor(2) 3-11-3 to 9-2-0, Corner(3) 9-2-0 to 15-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=153, 2=217. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Eest Blvd. Tampa FL 33610 Date: March 23,2018 � WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not Nil' 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 MOW 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 IRIS& system% seeANSI/TPI I (duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13581456 1388990-GEM-MAY G04 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 -2-0-0 2-0-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:04 2018 Pagel ID:rcJPO14Oc?YPehxeU_io6xzNgS4-sHUGHV4jDgdAx9lvl kdBj22OvPJwESIZ65ampyzY671 5-0-0 9-2-0 13-4-0 18-4-0 4x6 = Special Special 5-0-0 13-4-0 18-4-0 5-0-0 8.4.0 5-0.0 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-2-7,0-3-2], [5:0-2-7,0-2-11], [6:0-2-0,Edge], r11:0-1-12,0-1-0] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 `Except' 4-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=798/0-8-0, 2=946/0-8-0 Max Horz 2=70(LC 8) Max Uplift 6=-561(LC 9), 2=-625(LC 8) Max Grav 6=968(LC 42), 2=1073(LC 40) Scale = 1:36.4 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.84 Vert(L-) -0.19 7-9 >999 240 MT20 244/190 BC 0.86 Vert(CT) -0.37 7-9 >575 180 WB 0.17 Horz(CT) 0.03 6 n/a n/a Matrix-SH Weight: 100lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. JOINTS 1 Brace at Jt(s): 4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1846/1039, 3-4=-1593/954, 4-5=-1617/982, 5-6=-1868/1058 BOT CHORD 2-9= 906/1608, 7-9= 1154/1842, 6-7=-885/1603 WEBS 3-9=-198/573, 4-9=-378/327, 4-7=-353/305, 5-7=-200/569 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.opsf; h=15ft Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=56112=625. 7) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25) toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 288 lb down and 256 lb up at 5-0-0, 49 lb down and 89 lb up at 9-0-12, and 49 lb down and 89 lb up at 9-3-4, and 288 Ib down and 256 lb up at 13-4-0 on top chord, and 321 lb down and 480 lb up at 5-0-0, 52 lb down at 9-0-12, and 52 lb down at 9-3-4, and 321 lb down and 480 lb up at 13-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6— 54, 2-6=-20 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11--7473 rev. 10/03,2015 BEFORE USE ° Design valid for use only with MITekO connectors. This design Is based ody 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 system& seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13581456 1388990-GEM-MAY G04 Hip Girder 1 1 Job Reference (optional) Builders FlrstSource, Fort Piece, I-L 34945 6.21 u s Feb 12 2u16 MI I ek Inaustrles, Inc. Fri Mar 23 u9:313:u4 2u1 tS Page 2 ID:rcJP0140c?YPehxeU_io6xzNgS4-sHUGHV4jDgdAx9lvi kdBj22OvPJwESIZ65ampyzY671 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-241 (B) 5= 241(B) 9=213(B) 4= 73(B) 7=213(B) 14= 37(B) 15=-37(B) 16=-26(B)17=-52(B)18= 26(13) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 MR a truss system. Before use, the bullding 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 wilh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, deilvery. erection and bracing of tn>sses and trtmsystem% seeANSi/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13581457 1388990-GEM-MAY HJ1 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 20% MiTek Industries, Inc. Fri Mar 23 08:38:04 2018 Pagel I D:rcJ PO140c?YPehxeU_io6xzNgS4-sHUGHV4j DgdAx91 v1 kdBj22SMP W uEUSZ65ampyzY671 2-9-15 1-8-7 Scale = 1:9.9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress incr ' NO W B 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 15lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 3=-105/Mechanical, 2=368/0-10-15, 4=16/Mechanical Max Horz 2=85(LC 8) Max Uplift 3=-105(LC 1), 2=-326(LC 8) Max Grav 3=129(LC 8), 2=368(LC 1), 4=32(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=105, 2=326. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 r ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only wllh 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 muss systems, see.ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Mexandrla, VA 22314, Tampa, FL 3361 D Job Truss Truss Type Qty Ply T13581458 1388990-GEM-MAY HJ5 Diagonal Hip Girder 4 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar23 08:38:05 2018 Page 1 I D:rcJP0140c?YPehxeU_io6xzNgS4-KU2fUr5L_zl1 ZJb5bSBQFGbbRpl?zwUiKI KJMOzY670 -2-9-15 3-8-10 7-0-2 2-9-15 3-8-10 3-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.10 2-6 >775 240 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.14 2-6 >570 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=77/Mechanical, 2=379/0-10-15, 6=112/Mechanical Max Horz 2=160(LC 4) Max Uplift 4=-66(LC 4), 2=-212(LC 4), 6=-9(LC 8) Max Grav 4=95(LC 19), 2=440(LC 35), 6=202(LC 32) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-433/44 BOT CHORD 2-6=-91/299 WEBS 3-6=-332/101 Scale=1:19.0 PLATES GRIP MT20 244/190 Weight: 36 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. N/A Typical. 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 100 lb uplift at joint(s) 4, 6 except Qt=lb) 2=212. 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: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 10=96(F=48, B=48) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114I1-7473 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 fnrss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 0ty Ply T13581459 1388990-GEM-MAY HJ51 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MITek Industries, Inc. Fri Mar 23 08:38:06 2018 Pagel ID:rcJP0140c?YPehxeU_io6xzNgS4-ogbliB6_IHtuATAH89ffoT7pl D4_iKEsZP3surzY67? -2-9-15 3-8-10 5-0-2 7-0-2 2-9-15 3-8-10 1-3-8 2-0-0 Scale =1:22.8 3x4 — 12 11 2x4 11 2x4 11 Special Special 1-9-2 3-8-10 7-0-2 1-9-2 1-11-8 3.3-8 Plate Offsets (X,Y)-- [2:0-2-10,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.06 7-8 >926 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.07 7-8 >819 180 BCLL 0.0 * Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 47lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-8-9 oc puriins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-11-9 oc bracing. 1-10: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 9-11: 2x4 SP No.2 REACTIONS. (Ib/size) 5=62/Mechanical, 8=1142/0-10-15, 7=-177/Mechanical Max Harz 8=138(LC 8) Max Uplift 5=-52(LC 22), 8=-496(LC 4), 7=-267(LC 19) Max Grav 5=70(LC 19), 8=1142(LC 1), 7=193(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 757/1306, 3-4=-708/1263 BOT CHORD 2-9=-11951758, 8-9= 1194/758 WEBS 4-7=-203/336, 4-8=-1180/631 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 100 lb uplift at joint(s) 5 except at=lb) 6=496,7=267. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 85 lb up at 1-8-2, and 218 lb down and 85 lb up at 1-8-2 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: 1-5=-54, 6-9=-20, 1-10=-20 Concentrated Loads (lb) Vert: 13=50(B) 14=-437(F=-218, B=-218) 15=75(B) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Data: March 23,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE 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 M oTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Safety Information available from Trim Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T13581460 1388990-GEM-MAY HJ71 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:07 2018 Page 1 I D: rcJ POI40c?YPehxeU_io6xzNgS4-GS9PVX7cW b?lodlUitAuKhgxwdSCRga?o3pQQHzY67_ 4-0-7 1 3-4-11 1 2-4-15 a 6 Scale = 1:24.5 7-5.2' 1 0-9-8 1-7-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.07 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 2-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 57lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x6 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-7: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 2=0-9-13, 7=0-9-2. (lb) - Max Horz 2=201(LC 22) Max Uplift All uplift 100 lb or less at Joints) 4, 6 except 2=-250(LC 4), 7= 378(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 6 except 2=443(LC 35), 7=488(LC 35) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-299/68 BOT CHORD 7-8=-468/3B9, 3-8=-308/249 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at Joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except 011=11b) 2=250, 7=378. 7) "NAILED" Indicates 3-1 Od (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 (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-54, 2-8=-20, 5-7= 20 Concentrated Loads (lb) Vert: 12=98(F=49, B=49) 14=-27(F=-13, B= 13) 17= 35(F=-17, B=-17) Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11--7473 rev. 10/03r2015 BEFORE USE. Design valid for use only wifh 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 M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street- Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T13581461 1388990-GEM-MAY HJ73 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FIrsiSource, Fort Piece, FL 34945 6.210 s Feb 12 2U1 a MI I eK indusirles, Inc. Fri Mar 23 08:36:08 2Ul B rage i I D:rcJP0140c?YPehxeU_io6xzNgS4-k2jn7t7EHu7cQmKgGah7tuC4FOicAF191jYzxjzY66z 2-9-15 3-0-0 5-1-11 5-2 4 7-5-2 9.10-1 2-9-15 3-0-0 2-1-7 0- -12 2-2-14 2-4-15 Scale=1:24.6 NAILED 6 NAILED 2x4 5 4.24 F12 2x4 II v NAILED NAILED 4 a rn 15 4x6 N NAILED 3 m NAILED nn 14 2x4 11 2 9 Sx6 = 18 8 v i7 04 NAILED 3x4 = NAILED 0 2x4 = 6' 6' 16 NAILED NAILED 6 10 1 11 6 NAILED 5.66 12 5x6 —_ NAILED 0- ,12 3-0-0 5-1-8 9-10-1 0- -12 2-11-4 2-1-7 4-8.9 Plate Offsets (X,Y)-- j10:0-4-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.22 8-9 >510 180 BCLL 0.0 Rep Stress Incr NO W B 0.17 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 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 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 6=-24/Mechanical, 2=494/0-10-15, 8=408/Mechanical Max Horz 2=201(LC 4) Max Uplift 6= 129(LC 22), 2=-217(LC 4), 8=-77(LC 8) Max Grav 6=5(LC 18), 2=577(LC 35), 8=477(LC 35) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1019/11, 3-4=-790/88, 4-5=-498/109 BOT CHORD 2-10=-102/80519-10= 99/848, 8-9=-164/558 WEBS 3-10=-318/85, 4-9=0/480, 3-9= 340/275, 5-8_ 668/197 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and Is not intended for use where aesthetics are a consideration. 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 100 lb uplift at joint(s) 8 except (t=lb) 6=129, 2=217. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"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: 1-6=-54, 2-10=-20, 9-10=-20, 7-9=-20 Concentrated Loads (lb) Vert: 5=-12(F=-6, B=-6) 14=96(F=48, B=48) 15=-3(F=-1, B=-1) 18=-87(F= 43, 13 -43) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8834 6904 Parke East Blvd. Tampa FL 33810 Date: March 23,2018 A WARNING -Verify design parameters and READ NOTES ON TNIS AND INCLUDED MIIEK REFERANCE 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 M iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSbiPI I Quality Criteria, DSB-89.and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581462 1388990-GEM-MAY K01 Common 4 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:09 2018 Page 1 ID:rcJPOI40c?YPehxeU_io6xzNgS4-CFH9KDBs1CF rlwvsgHDMQ61HoQ4Rvj11FNIXU9zY66y -2-0-0 6-4-0 12-8-0 2-0-0 6-4-0 6-4-0 4x6 = ri 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.09 4-5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.08 4-5 >999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=431/0-8-0, 2=586/0-8-0 Max Horz 2=80(LC 12) Max Uplift 4=-102(LC 13), 2= 170(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or iess except when shown. TOP CHORD 2-3=-597/680, 3-4=-591/673 BOT CHORD 2-5=-404/455, 4-5=-404/455 WEBS 3-5=-42/280 . Scale = 1:24.9 m v 0 PLATES GRIP MT20 2441190 Weight: 52 lb FT = 20% BRACING- TOP'CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and-C-C Comer(3)-2-0-13 to 3-11-3, Extedor(2) 3-11-3 to 6-4-0, Comer(3) 6-4-0 to 12-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=102, 2=170. WalterP. Finn PE No.22836 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev. 1010312015 BEFORE USE ' Design valid for use ody with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of IndivdWal truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPil 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 Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581463 1388990-GEM-MAY K02 Common 4 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:10 2018 Page 1 I D:rcJ P0140c?YPehxeU_io6xzNgS4-hRrYXY9UoW NKf4U2N?kbyJlSngUteAJ RU 1140czY66x 2-0-0 6.4.0 12-8-0 14-8-0 2-0-0 6-4-0 6-4-0 2.0-0 4x6 = '3 0 12.8-0 Scale = 1:28.5 1 = to 6-4-0 6-4-0 Plate Offsets (X,Y)-- f2:0-2-10,0-1-81, f4:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.06 4-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.06 4-6 >999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 59lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=574/0-8-0, 4=574/0-8-0 Max Horz 2=68(LC 11) Max Uplift 2=-167(LC 12), 4= 167(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-559/520, 3-4=-559/520 BOT CHORD 2-6_ 153/421, 4-6=-153/421 WEBS 3-6=0/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3)-2-0-13 to 3-11-3, Exterior(2) 3-11-3 to 6-4-0, Corner(3) 6-4-0 to 12-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=167, 4=167. Waiter P. Finn PE No,22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIt-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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Aiexancida, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty, Ply T13581464 1388990-GEM-MAY K03 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:11 2018 Page 1 I D:rcJP0140c?YPehxeU_io6xzNgS4-9dPwiuA6ZpVBH E3FxiFgVXgi6EqtNdMbjhndY2zY66w -2-0-0 5-0-0 7-8-0 12-8-0 14-8-0 - 0-0 5-0-0 2-8-0 5.0.0 2-0-0 Scale=1:27.6 Special 46 = NAILED Special 4x6 = 3x4 = 3x4 = 5-0-0 7•B-0 12-8-0 5.0.0 2-8-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.05 2-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:61 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=770/0-8-0, 5=770/0-8-0 Max Harz 2=-58(LC 25) Max Uplift 2=-294(LC 8), 5=-294(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1036/383, 3-4=-870/356, 4-5=-1036/383 BOT CHORD 2-8=-276/911, 7-8=-273/927, 5-7= 275/909 WEBS 3-8=0/342, 4-7=0/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jolnt(s) except Qt=lb) 2=294, 5=294. 8) "NAILED" Indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 157 lb up at 5-0-0, and 103 lb down and 157 lb up at 7-8-0 on top chord, and 258 lb down and 33 lb up at 5-0-0, and 258 lb down and 33 lb up at 7-7-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-56(B) 4=-56(B) 8=-110(B) 7=-110(B) 15= 37(B) 16=-26(B) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING- Verify des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/0202015 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 miss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581465 1388990-GEM-MAY L01 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:12 2018 Page 1 ID:rcJ P0140c7YPehxeU_io6xzNgS4-dgzlyEAI K7d2uOeRVQm31 kNx8eDg65LkxLW B5UzY66v 1-5-0 3-5-11 6-11-6 1-5-0 3-5-11 3-5-11 1-5-0 NAILED Scale=1:18.6 46 = NAILED 3 NAII F❑ 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 Rep Stress Incr NO WB 0.01 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=348/0-5-5, 4=348/0-5-5 Max Horz 2=-31(LC 5) Max Uplift 2= 183(LC 4), 4=-183(LC 5) Max Grav 2=351(LC 19), 4=351(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3= 414/126, 3-4=-414/126 BOT CHORD 2-6=-87/371, 4-6=-87/371 NAILED NAILED 2x4 = m v 0 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.01 6 >999 240 MT20 2441190 Vert(CT) -0.01 4-6 >999 - 180 Horz(CT) 0.00 4 n/a n/a Weight: 33 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 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; VUlt=160Mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 2=183, 4=183. 6) "NAILED" Indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) 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: 1-3=-54, 3-5— 54, 2-4= 20 Concentrated Loads (lb) Vert: 3=-12(F=-6, B=-6) 6=-22(F=-11, B=-11) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 23,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10103/2015 BEFORE USE ' Design valid for use oNy with MITek0 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 fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TP1I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581466 1388990-GEM-MAY Vol GABLE 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 S I-eb 12 2018 Mi I eK industries, Inc. hfl mar 23 u8:J8:13 2u18 rage 7 ID:rcJP0140c?YPehxeU_io6xzNgS4-50W gAaBN5RIvWYDd37Hlayw7nl ZgrXBuA?GkdxzY66u 46 = Scale: 1/2°=l' oi 13 1 v o o 6.00 r2 12 14 3 15 5 6 16 � O '6 d 3x4 i 12 11 10 9 8 3x4 14-9-0 14-9-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-9.0. (lb) - Max Horz 1=-55(LC 8) Max Uplift All uplift 100 lb or less at Joint(s) 1, 7, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at Joint(s) 1, 7, 10, 11, 12, 9, 8 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-12=-144/323, 6-8=-144/323 Structural wood sheathing directly applied or 6-0-0 oc puffins. 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 0-7-9 to 6-7-9, Exterior(2) 6-7-9 to 7-4-8, Comer(3) 7-4-8 to 13-4-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 12, 9, 8. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 23,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITeM connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply T13581467 1388990-GEM-MAY V02 Valley 4 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 a cr 6 2x4 i 2-0-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:14 201 B Pagel 'YPehxeU_io6xzNQS4-ZC42NwC?sktm8hngcroX69SJoRwla?wt Pf?H9NzY66t LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 2 l.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=45/1-11-8, 3=45/1-11-8 Max Horz 1=25(LC 12) Max Uplift 1=-7(LC 12), 3=-20(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7.8 PLATES GRIP MT20 244/190 Weight: 16lb FT=20% Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Walter P. Finn PE No.22939 MiTek USA, Inc. FL Cert 6634 $904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 Q WARNING -Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE ' Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 system% seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T13581468 1388990-GEM-MAY V03 Valley 4 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 a a 0 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:14 2018 Pagel ID:rcJP0140c?YPehxeU_io6xzNgS4-ZC42NwC?sktmBhngcroX69SExRtWa?wl Pf?H9NzY66t 4-0-0 4-0-0 2x4 5- 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=119/3-11-8, 3=119/3-11-8 Max Horz 1=66(LC 12) Max Uplift 1=-19(LC 12), 3=-53(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:12.8 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fh Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 3. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 reclulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatiorL storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trrrsss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13581469 1388990-GEM-MAY VO4 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 6-0-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:15 2018 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-1 PeRbGDdd2?dlrMOAYJmfN?Fer7tJSABeJlrhpzY66s 2x4 11 2 3 2x4 i 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud TCLL 2 I.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=193/5-11-8, 3=193/5-11-8 Max Horz 1=107(LC 12) Max Uplift 1=-32(LC 12), 3=-85(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-141/397 Scale = 1:18.9 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fh Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 Q WARNING- Ve1I17 deslgn parameters and READ NOTES ON THIS AND INCLUDED,MITEKREFERANCE PAGE MI67473 rev. 10/03/2015 BEFORE USE ° Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additlonal 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, erecllon and tracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Afexandtla, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T13581470 1388990-GEM-MAY V05 GABLE 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 6-0-8 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:16 2018 Pagel ID:rcJP0140c?YPehxeU_io6xzNgS4-VbCpocEFOM7TN?xCkGr?CaYcgFYx2uUKszUOEFzY66r 4x6 = B 7 6 \ 3x4 5:-2x4 11 2x4 11 2x4 11 3x4 Scale = 1:21.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 44lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-1-0. (lb) - Max Harz 1=44(LC 9) Max Uplift All uplift 100 Ib or less at joints) 1, 5 except 8=-117(LC 12), 6=-117(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=267(LC 1), 6=267(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8— 182/417, 4-6=-182/417 Structural wood sheathing directly applied or 6-0-0 oc pudins. 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a 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, 5 except (jt=lb) 8=117, 6=117. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312016 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 fabricallon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insf lute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T135BI471 1388990-GEM-MAY V06 GABLE 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 122018 MiTek Industries, Inc. Fri Mar 23 08:38:17 2018 Pagel ID:rcJPO14Oc?YPehxeU_io6xzNgS4-znmB?yEt9fFK?9W PIzMEko4n3fvZnLmTSdEymizY66q v 0 0 3x4 ,';- 11 10 9 8 7 Scale = 1:28.0 LOADING (psi) TCLL 20.0 TCDL 7.0 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 0.17 BC 0.25 WB 0.12 Matrix-SH DEFL. in (loc) 1/defl Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 59lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-1-8. (lb) - Max Horz 1=211(LC 12) Max Uplift All uplift 100 lb or less atJoint(s) 7, 10, 9, 8 except 11= 112(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 9, 8 except 11=255(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-462/141, 2-3— 265/85 WEBS 2-11=-174/413 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-7-9 to 6-7-9, Exterior(2) 6-7-9 to 10-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are 2x4 MT20 unless otherwise Indicated. 3) Gable requires continuous bottom chord bearing. 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) 7, 10, 9, 8 except (jt=lb) 11=112. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 fabricoflom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instihrte, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581472 1388990-GEM-MAY V07 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 9-1-8 9.1-8 8.210 s Feb 122018 MiTek Industries, Inc. Fri Mar 23 08:38:17 201 B Pagel I D:rcJ PO14Oc?YPehxeU_io6xzNgS4-znmB?yEt9fFK?9W PIzMEko4k6fu7nKkT5d EymizY66q 2x4 II 3 Scale=1:27.2 l v 0 6 v u u 12x4 11 2x4 i 5 42x4 11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=111/9-1-0, 4=133/9-1-0, 5=374/9-1-0 Max Harz 1=170(LC 12) Max Uplift 4=-59(LC 12), 5=-164(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 382/112 WEBS 2-5— 267/633 Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 0-7-9 to 6-7-9, Extef or(2) 6-7-9 to 8-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=164. Walter P. Finn PE No.22839 MiTek USA, Inc. FL cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mi rekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeIC Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage., delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89.and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581473 1388990-GEM-MAY V08 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:18 2018 Page 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-S_KZDIFVwzNBcJ5brgtTH?dwM2DYW nQdKHzVIBzY66p 7-5-8 9-0-0 7-5-8 1-6-8 a v 0 4x6 = 3x4 -5r- 2x4 11 2x4 11 5 2x4 I I Scale = 1:25.1 0-6-8 7-5-0 11-6-8 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 5 n/a r1/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-11-8. (lb) - Max Horz 1=121(LC 12) Max Uplift All uplift 100 lb or less at Joint(s) 5, 6 except 7=-140(LC 12) Max Grav All reactions 250 lb or less at Joint(s) 1, 5, 6 except 7=314(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=-219/540 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15tt; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) 0-7-9 to 6-7-9, Exterior(2) 6-7-9 to 7-5-8, Comer(3) 7-5-8 to 8-10-4 zone; cantilever left and right exposed ;C=C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 beating plate capable of withstanding 100 lb uplift at Joint(s) 5, 6 except at=lb) 7=140. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 8904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 101032015 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 fatxlcatiom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581474 1388990-GEM-MAY V09 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:19 2018 Pagel I D:rcJPO14Oc?YPehxeU_io6xzNgS4-wAuxQdGBhH W 2ETgnP0OipDA2pST3FE_mYxj2gazY66o 5-5-8 7-0-0 558 168 4x6 = 5 4 3x6 i 2x4 II 2x4 II 5-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=150/6-11-8, 4=-48/6-11-8, 5=358/6-11-8 Max Harz 1=81(LC 12) Max Uplift 1= 29(LC 12), 4=-78(LC 23), 5=-113(LC 12) Max Grav 1=150(LC 1), 4=23(LC 12), 5=358(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5= 218/471 Scale = 1:18.9 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20 Structural wood sheathing directly applied or 7-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15fh Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a 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, 4 except Qt=lb) 5=113. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 23,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE 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 properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M I�ek• Is always required for stablilty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI l Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581475 1388990-GEM-MAY V10 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:20 2018 Page 1 I D:rcJ P0140c?YPehxeU_io6xzNgS4-OMSJezHmSaevscFzz5vxMQiGosyW_iJwnbScN 1 zY66n 3-5.8 5-0-0 3-5-8 1-6-8 4x6 = 2 2x4 1:- 2x4 II 2x4 II Scale = 1:11.3 0- -8 3-5-0 11-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 n/a r1/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=99/4-11-8, 4=41/4-11-8, 5=172/4-11-8 Max Horz 1=40(LC 12) Max Uplift 1= 29(LC 12), 4= 28(LC 13), 5=-30(LC 12) 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: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 ail 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, 4, 5. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev. 10/03/2015 BEFORE USE. -- Design volld for use only wim MIIek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this, design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaliable from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13581476 1388990-GEM-MAY V11 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Mar 23 08:38:20 2018 Pagel I D:rcJP0140c?YPehxeU_io6xzNgS4-OMSJezHmSaevscFzz5vxMQiKNszH-jPwnbScN 1 zY66n 1-5-8 2-11-0 1-5-8 1-5-8 v a 0 2x4 i 6.00 12 2 3x4 = 2-11-0 2x4 ro 0 Scale = 1:6.3 LOADING (psf) SPACING- ' 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ved(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 7lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=61/2-10-0, 3=61/2-10-0 Max Horz 1— 7(LC 8) Max Uplift 1=-15(LC 12), 3=-15(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins. 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2018 A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev. 101032015 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability, of design parameters and properly Incorporate this design Into the overall bulding 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 regardkrg the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPIi Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Inslihrte, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 0- Symbols Numbering System ® General Safety (Votes PLATE LOCATION AND ORIENTATION j 3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths, Apply plates to both sides of truss and fully embed teeth. 0-111 d' For 4 x 2 orientation, locate plates 0-1/0 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. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 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: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal 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 brocing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1, 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to comber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or 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 alter 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.