Loading...
HomeMy WebLinkAboutTRUSSLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek By RE: 1149533 - MiTek USA, Inc. Site Information: j 6904 Parke East Blvd. T pa FL 33610-4115 Customer Info: PIA -Cullen Tucker Project Name: 1149533 Model: Mahfood Resi�en�e Lot/Block: .. Subdivision:' Sabal Creek Address: 7832 Saddlebrook Drive City: Port Saint Lucie State: Florida Name Address and License # of Structural Engineer, of Record, If there is one, for the building. Name: Boudah, Timothy C. License #: 34952 Address: 1499 SE Port St. Lucie Blvd. City: Port St. Lucie State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 '8.1 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 121 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I; am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date No. Seal# Truss Name Date 1 T13137670 1 CJ01 2/5/18 118 1 T13137687 1 EJ01 2/5/18 12 1 T13137671 1 CJ02 1 2/5/18 119 1 T13137688 1 EJ02 1 2/5/18 13 1 T13137672 1 CJ03 2/5/18 120 I T13137689 J EJ03 1 2/5/18 14 1 T13137673 1 CJ04 J 2/5/18 121 1 T13137690 I EJ04 j 2/5/18 15 1 T13137674 1 CJ05 1 2/5/18 122 1 T13137691 1 EJ05 1 2/5/18 16 1 T13137675 1 CJ06 1 2/5/18 123 1 T13137692 1 EJ06 1 2/5/18 17 1 T13137676 1 CJ07 1 2/5/18 124 I T13137693 J EJ07 1 2/5/18 18 1 T13137677 1 CJ08 1 2/5/18 125 1 T13137694 1 EJ08 1 2/5/18 19 1 T13137678 1 CJ09 1 2/5/18 126 I T13137695 J EJ09 1 2/5/18 110 1 T131376791 CJ 10 1 2/5/18 127 1 T13137606 1 EJ 11 1 2/5/18 Ill I T131376801 CJ13 1 2/5/18 128 1 T13137697 1 FG01 1 2/5/18 112 1 T13137681 1 CJ14 1 2/5/18 129 1 T13137698 1 FG02 1 2/5/18 113 1 T13137682 1 CJ15 1 2/5/18 130 1 T13137699 1 FG03 1 2/5/18 114 1 T13137683 1 CJ16 1 2/5/18 131 1 T131377,00 1 HJ01 1 2/5/18 115 1 T13137684 1 CJ17 1 2/5/18 132 1 T13137701 1 HJ02 1 2/5/18 116 1 T13137685 1 CJ18 1 2/5/18 133 1 T13137702 1 HJ03 1 2/5/18 117 1 T13137686 1 CA 9 1 2/5/18 134 1 T131377031 HJ04 1 2/5/18 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: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek'acustomers 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. FILE C013v F I Albani, ``,e { 111 i1I�,I NSF •�0*. 39380 0:. TATE OF .:�4tJ Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February_ 5,2018 Thomas 1 of 3 RE: 1149533 - Site Information: Customer Info: PIA -Cullen Tucker Lot/Block: .. Address: 7832 Saddlebrook Drive City: Port Saint Lucie i Project Name: 1149533 Model: !Mahfood Residence Subdivision: Sabal Creek ' State: Florida No. I Seal# Truss Name Date No. I Seal# Truss Name I Date 35 1 T13137704 1 HJ05 2/5/18 178 IT13137747IT34 1 12/5/18 136 1 T13137705 1 HJ06 1 2/5/18 179 I T13137748 I T35 1 2/5/18 137 1 T13137706 1 HJ07 1 2/5/18 180 I T13137749 I T36 1 2/5/18 138 I T13137707 1 HJ08 1 2/5/18 181 I T13137750 I T37 1 2/5/18 j 139 I T13137708 1 HJ09 1 2/5/18 182 I T13137751 I T38 1 2/5/18 j 140 1 T13137709 1 HJ 10 1 2/5/18 183 I T13137752 I T39 1 1 2/5/18 141 1 T13137710 1 HJ 11 1 2/5/18 184 I T13137753 I T40 1 2/5/18 142 1 T13137711 1 HJ12 1 2/5/18 185 I T13137754 I T41 1 2/5/18 1 143 1 T13137712 1 P01 1 2/5/18 186 I T13137755 I T42 1 2/5/18 144 1 T13137713 1 P02 1 2/5/18 187 I T13137756 I T43 1 2/5/18 145 1 T13137714 1 P03 1 2/5/18 188 I T13137757 I T44 1 2/5/18 146 I T13137715 I T01 1 2/5/18 189 I T13137758 I T45 1 2/5/18 147 1 T13137716 1 T02 1 2/5/18 190 I T13137759 I T46 1 2/5/18 148 I T13137717 I T03 1 2/5/18 191 I T13137760 I T47 1 2/5/18 149 I T13137718 I T04 1 2/5/18 192 I T13137761 I T48 1 2/5/18 150 I T13137719 I T05 1 2/5/18 193 I T13137762 I T49 1 2/5/18 151 I T13137720 I T06 1 2/5/18 194 I T13137763 I T50 1 2/5/18 152 I T13137721 I T07 1 2/5/18 195 I T13137764 I T51 1 2/5/18 153 I T13137722 I T08 1 2/5/18 196 I T13137765 I T52 1 1 2/5/18 154 I T13137723 I T10 1 2/5/18 197 I T13137766 I T53 1 2/5/18 155 I T13137724 I T11 1 2/5/18 198 I T13137767 I T54 1 2/5/18 156 I T13137725 I T12 1 2/5/18 199 I T13137768 I T56 1 2/5/18 157 I T13137726 I T13 1 2/5/18 1 100 I T13137769 I T57 1 2/5/18 158 I T13137727 I T14 1 2/5/18 1101 I T13187770 I T58 1 2/5/18 159 I T13137728 I T15 1 2/5/18 1 102 I T13137771 I T59 1 2/5/18 160 I T13137729 I T16 1 2/5/18 1 103 I T13137772 I T60 1 2/5/18 161 I T13137730 I T17 1 2/5/18 1 104 I T13137773 I T61 1 2/5/18 162 I T13137731 I T18 1 2/5/18 1 105 J T13137774 J T62 1 2/5/18 163 I T13137732 I T19 1 2/5/18 1 106 I T13137775 I T63 1 2/5/18 164 I T13137733 I T20 1 2/5/18 1 107 I T13137776 I T64 1 2/5/18 165 I T13137734 I T21 1 2/5/18 1 108 I T13137777 I T65 1 2/5/18 166 I T13137735 I T22 1 2/5/18 1 109 I T13137778 I T66 1 2/5/18 167 I T13137736 I T23 1 2/5/18 1 110 I T13137779 I T67 1 2/5/18 168 I T13137737 I T24 1 2/5/18 1 111 I T13137780 I T68 1 2/5/18 169 1 T13137738 1 T25 1 2/5/18 1 112 1 T13137781 1 T69 1 2/5/18 170 1 T13137739 1 T26 1 2/5/18 1113 1 T13137782 1 V01 1 2/5/18 171 I T13137740 I T27 1 2/5/18 1114 I T13137783 1 V02 1 2/5/18 172 1 T13137741 I T28 1 2/5/18 1 115 1 T13137784 1 V03 1 2/5/18 173 I T13137742 I T29 1 2/5/18 1116 1 T13187785 1 VO4 1 2/5/18 174 I T13137743 I T30 1 2/5/18 1 117 1 T13137786 1 V05 1 2/5/18 175 I T13137744 I T31 1 2/5/18 1 118 I T13137787 1 V06 1 2/5/18 176 I T13137745 I T32 1 2/5/18 1 119 1 T13137788 1 V07 1 1 2/5/18 1 177 I T13137746 I T33 1 2/5/18 1 120 I T13137789 1 V08 1 2/5/18 1 2of3, RE: 1149533 - Site Information: Customer Info: PIA -Cullen Tucker Lot/Block: .. Address: 7832 Saddlebrook Drive City: Port Saint Lucie Project Name: 11149533 Model: Mahfood Residence Subdivision: Sabal Creek No. I Seal# Truss Name I Date 121 IT131377901VO9 1 2/5/18 State: Florida Job Truss Truss Type Qty Ply T13137670 1149533 CJ01 Jack -Open 12 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.13o s Sep 1 b zu1 I MI I ex industries, Inc. Mon Feb b 07:00:65 zui a rage i I D: UMZBJ_Tg 1 fisGT0n_x1 ZSvyRwUv-3ERDMijZu8U H HSYggcJxLrKUI?9Zscxbj BSpmxzoGFs -1-4-0 1-0-0 r 1-4-0 1-0-0 Scale =1:7.8 LOADING (psf) M SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 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: 6lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=37/Mechanical, 4=10lMechanical, 2=214/0-1-8 Max Harz 2=61(LC 12) Max Uplift 3=-37(LC 1), 2=-114(LC 12) G 341 LC 8 419 LC 3 2214 LC 1 ax rav = ( ), = ( ), = ( ) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: AS(CE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterar(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 1 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 at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except at=lb) 2=114. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10/032015 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon avallable from Truss Plate Institute, 218 N. Lee Street. Suite. 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137671 1149533 CJ02 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 I 8.130 s bep 1 b 2ul f ml I eK industries, Inc. mon Feb b ut:uu:bb 2U18 rage 1 ID:UMZBJ_Tgl fisGTon_xl ZevyRwUv-YR_bZ2jBfRcevc7sEJgAu3tXJPURb3BIyrCNIuoGFr -2-0-0 3-3-10 2-0-0 3-3-10 Scale=1:15.3 3-3-10 3-3-10 Plate Offsets (X Y)-- [2:0-1-4 Edgel LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 2-4 >999 240 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: 14lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS, (lb/size) 3=32/Mechanical, 2=368/0-8-0, 4=29/Mechanical Max Horz 2=142(LC 12) Max Uplift 3=-54(LC 12), 2— 171(LC 12) Max Grav 3=41(LC 19), 2=368(LC 1), 4=58(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-3-10 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 except Qt=lb) 2=171. 6) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE Mll-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MITek(D 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 fabrlcatlom 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 aty Ply T13137672 1149533 CJ03 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 2-0-0 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:00:57 2018 Page 1 ID:UMZBJ_TglfisGTOn_x1ZBvyRwUv-OdYzmOkpOlk?Wmi3ol LPRGPi3pnFKWRuBVywgPzoGFq 4.11-2 4-11-2 4-11-2 Scale=1:19.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 2-4 >999 240 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: 19lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=416/0-8-0, 4=45/Mechanical Max Horz 2=189(LC 12) Max Uplift 3=-122(LC 12), 2=178(LC 12) Max Grav 3=114(LC 1), 2=416(LC 1), 4=91(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 4-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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=122, 2=178. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as refefenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 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 Qty Ply T13137673 1149533 CJ04 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 a.13u s Sep 15 zut 1 MI I ex industries, Inc. Mon Feb o ur:uu:oa za i a r-dye I ID:UMZBJ_TglfisGTOn_x1ZBvyRwUv-Up6L_kIRB3ssewHFMksezUytpDAo3zh1 P9hTNszoGFp -2-0-0 „ 2.3-15 r 2-0-0 2-3-15 Scale=1:12.9 r 2-3-15 2-3-15 Plate Offsets (X Y)-- f2:0-1-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 I Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2-4 >999 240 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: 11 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-37/Mechanical, 2=359/0-8-0, 4=19/Mechanical Max Horz 2=113(LC 12) Max Uplift 3= 37(LC 1), 2= 179(LC 12) Max Grav 3=52(LC 8), 2=359(LC 1), 4=39(LC 3) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc puffins. 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 NOTES- (6) 1 I 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.opsf; h=18ft Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 (jt=lb) 2=179. 1 6) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 5,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/032015 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 T13137674 1149533 CJ05 Jack -Open 4 i Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MI I eK Industries, Inc. Mon I-eb b 0/:0u:bB 2018 rage 1 1 ID:UMZBJ_TglfisGTOn_x1ZBvyRwUv-Up6L_kIR63ssBwHFMksezUywhDAC3zh1P9hTNszoGFp -2-0-0 1-3-0 2-0-0 1-3-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 15.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-95/Mechanical, 2=338/0-8-0, 4=12/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-95(LC 1), 2= 177(LC 12) Max Grav 3=77(LC 8), 2=338(LC 1), 4=23(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:10.2 t2 m 6 O DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 2 >999 360 MT20 244/190 Vert(CT) -0.00 2 >999 240 Horz(CT) 0.00 3 n/a n/a Weight: 8lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 atjoint(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 except Qt=lb) 2=177. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/03i2015 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 avollable from TRW Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VAj22314. Tampa, FL 33610 Job I russ Truss Type ty Ply T13137675 1149533 CJ06 JACK -OPEN 4 1 ' Job Reference (optional) Bmiaers Firsraource, Pram any, FL 33566 6.130 > an 'ail= I D:UMZBJ_Tg l fisGTOn_xl Z8vyRwUv-fsfRRBum5W CMZZ336gfBpvxXM i N1xjvOv_f94czoEn7 -2-0-0 1-0-0 2-0-0 1-0-0 Scale = 1:9.5 3 I � I 6.00 12 I 2 0 0 N O I 43X6 4 I PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.00 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.00 2 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 7lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=233/Mechanical, 4=-0/Mechanical Max Horz 3=632(LC 1), 4=-632(LC 1) Max Uplift 3=-121(LC 8) Max Grav 3=233(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.. TOP CHORD 2-3= 1469/664 BOT CHORD 2-4=-642/1603 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left 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 121 lb uplift at joint 3. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verify destgn 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 MITek6 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 parameter's 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 Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA�22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137676 1149533 CJ07 Jack -Open 2 1 Job Reference (optional) truuaers t-irsisource, mane L,uy, t-L JJ000 --F .—.1 - —. -.., � . , -,- . ID:UMZBJ_TglfisGTOn_x1ZBvyRwUv-QCE6PQmiig7ZNDRdT9v62v1 EcOrhXtAKtTAaRkzoGFn -2-0-0 3-0-0 2-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(L-) -0.00 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 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- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=14/Mechanical, 2=362/0-8-0, 4=26/Mechanical Max Horz 2=134(LC 12) Max Uplift 3= 44(LC 12), 2= 168(LC 12) Max Grav 3=27(LC 8), 2=362(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: Scale=1:14.6 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20 Structural wood sheathing directly applied or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) i 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 grairi 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 except Qt=lb) 2=168. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® 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 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 buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing M iTek° 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. fabdcatiorL storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPIi Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type city Ply T13137677 1149533 CJ08 Jack -Open 2 1 Job Reference (optional) t3unaers r-nsroource, rlani ully, r-L 00000 O. IOU SOUP 10 GV I / IVII I URII IUUbLI IUb, I—. 1VI 'U. V V,.V ,.V , GV 10 1 VU l I D:UMZBJ_Tg 1 fisGT0n_x1 Z8vyRwUv-uOoUcInKT_FQ?N0q 1 sQLb6aOMQ81 GKQU67w7zBzoGFm -2-0-0 5-0-0 2-0-0 5-0-0 Plate Offsets (X,Y)-- LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TIC 0.76 Vert(LL) -0.03 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 2-4 >994 240 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- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=117/Mechanical, 2=419/0-8-0, 4=46/Mechanical Max Horz 2=192(LC 12) Max Uplift 3=-128(LC 12), 2= 176(LC 12) Max Grav 3=117(LC 1), 2=419(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. i Scale=1:19.5 T T N O PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 ANSIlTPI 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) except Qt=lb) 3=128, 2=176. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 0 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 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 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, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137678 1149533 CJ09 Jack -Open 4 1 � Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep lb 201 / mi I etc Industries, Inc. man i-el) b UrU1:Ul Zul a rage i ID:UMZBJ_Tgl fisGTOn_xl ZBvyRwUv-uOoUcInKT_FQ?NOgl sQLb6aN2QBxGKQU67w7zBzoGFm -2-0-0 3-0-0 r 9 0 0 3-0-0 3-0-0 i r 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.00 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 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 REACTIONS. (lb/size) 3=14/Mechanical, 2=362/0-8-15, 4=26/Mechanical Max Harz 2=133(LC 12) Max Uplift 3=-40(LC 12), 2= 172(LC 12) Max Grav 3=29(LC 8), 2=362(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. , Scale =1:14.6 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 except Qt=lb) 2=172. 6) This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No,39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MII-7473 rev, la/03Q015 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, erectlon 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 Oty Ply T13137679 1149533 CJ10 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:02 2018 Page 1 I D: UMZBJ_Tg l fisGTOn_x1 Z8vyRwUv-MbMsg5oyEHNHdXaObaxa7J7YogU H?ngdKnfhW dzoGFI -2-0-0 5.0.0 2-0-0 5-0-0 Scale=1:19.5 5-0.0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 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: 19lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=117/Mechanical, 2=419/0-8-0, 4=46/Mechanical Max Horz 2=191(LC 12) Max Uplift 3=-125(LC 12), 2=-179(LC 12) Max Grav 3=117(LC 1), 2=419(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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=125, 2=179. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - VerUy design parameters and READ NOTES ON THIS AND INCLUDED MITECREFERANCE PAGE MII-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 appilcobllity of design parameters.and properly Incorporate this design Into the overall bullding design. Bracing Indicated Is to prevent buckling of individual truss web aril/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 Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. '� Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type j Qty Ply T13137680 1149533 CJ13 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Feb 5 07:01:03 2018 Page 1 ID:UMZBJ_TglfisGTOn_x1Z8vyRwUv-rnvE1 Rpa?bVBEh9C8HSpgXfjYEubkExmZRPE23zoGFk -2-0-0 2-0-10 j _ _ _ 5-0-0 2.0-0 2-0-10 2-11-7 2-0-10 5-0-0 2-6 2 -10 -11-7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.00 5-6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 6=0-11-5. (lb) - Max Herz 2=191(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 4, 6 except 2=-159(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 6 except 2=344(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-294/213 Scale=1:19.5 m 6 W Lb N N PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, 6 except Qt=Ib) 2=159. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING. Verify destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITekb 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 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137681 1149533 CJ14 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1 8.130 s Sep 15 2017 MI I eK Industries, Inc. Mon 1--el) b 01:01:04 201 B Page 1 1 I D:UMZBJ_Tg1 fisGTon_xl Z8vyRwUv-JzTdFngCmvd?srkPi?z2DkCuldCKTgiwo58oaVzoGFj -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:19.5 4.2-0 0-10-0 Plate Offsets (X Y)-- f2:0-1-4 Edgel LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.00 2-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 2-6 >999 240 BCLL 0.0 Rep Stress incr YES WB 0.09 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=33/Mechanical, 2=374/0-8-0, 5=-11/Mechanical, 6=186/0-8-0 Max Horz 2=191(LC 12) Max Uplift 4=-36(LC 8), 2=-148(LC 12), 5=-21(LC 3), 6=-131(LC 12) Max Grav 4=33(LC 1), 2=374(LC 1), 6=202(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6= 349/313 1 Structural wood sheathing directly applied or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18fh Cat. Ii; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, 5 except Qt=lb) 2=148,6=131. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE PAGE MII--7473 rev. f0/032015 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 MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the tabricallom storage, delivery, erection and bracing of trusses and truss systems, s00ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Instihute, 218 N. Lee Street, Sulte 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type I Oty Ply T13137682 1149533 CJ15 Jack -Open 2 i Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8,130 s bep 1 b 2ul I MI I ex industries, inc. Mon Feb b ut:ui:u4 zut a Page 1 ID:UMZBJ_Tgi fisGTOn_x1 ZBvyRwUv-JzTdFngCmvd?srkPi?z2DkCuldC5ThAwo58oaVzoGFj -2.0-0 3-6-0 2-0-0 3-6-0 Scale=1:15.8 3-6-0 3-6-0 Plate Offsets (X Y)-- (2:0-1-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 2-4 >999 240 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: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=44/Mechanical, 2=372/0-8-0, 4=31/Mechanical Max Harz 2=147(LC 12) Max Uplift 3= 64(LC 12), 2— 171(LC 12) Max Gram 3=51(LC 19), 2=372(LC 1), 4=62(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. i NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 except (jt=lb) 2=171. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MlTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE E. ' Design valid for use only with Mflek® 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 MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcaflom 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 city Ply T13137683 1149533 CJ16 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:05 2018 Page 1 ID:UMZBJ_Tgl fisGTOn_xl Z8vyRwUv-n91?S7ggXCIsU_JbGiUHIyk321 ZVC8030luL6yzoGFi -2-0-0 2-2-11 r 200 2211 v 6 2-2-11 Scale = 1:12.6 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) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 11lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=-143/Mechanical, 2=360/0-8-0, 4=18/Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-272(LC 23), 2=-181(LC 12) Max Grav 3=247(LC 30), 2=360(LC 1), 4=37(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. , NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 pal 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=27212=181. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 297 lb down and 226 lb up at 2-1-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 3=97(F) Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 101032015 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 Indk:afed Is to prevent buckling of individual truss web and/or chord members ody. 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 Buliding 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 T13137684 1149533 CJ17 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 201 i MI l ek industries, Inc. Mon Feb 5 u/:ui:ub 2u1n Page! I D:UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-FMbNfTrTI W tj5BungQ? W 19HH6RV1 xbg DFPdufOzoGFh -2-0-0 1-4-8 2-0-0 1-4-8 Scale = 1:10.5 1-4-8 1-4-8 Plate Offsets (X Y)-- f2:0-0-4 Edgel LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >999 240 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: 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=-78/Mechanical, 2=330/0-8-0, 4=13/Mechanical Max Horz 2=87(LC 12) Max Uplift 3=-78(LC 1), 2= 180(LC 12) Max Grav 3=74(LC 8), 2=330(LC 1), 4=26(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-4-8 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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=180. 6) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify 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 MiTek® connectors. This design is based only upon parametersshown', and Is form 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/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 T13137685 1149533 CJ18 Jack -Open 4 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 e.13u s Sep 1b zul i Mr i etc industries, Inc. Mon Feb b ul:ut:ul zui a rage I ID:UMZBJ_Tgl fisGTOn_xl ZBvyRwUv-jY91tps53q?ajlT_N7XIgNgR1 rEjg2vMU3NSBgzoGFg -2-0-0 3-4-12 2-0-0 3-4-12 Scale=1:15.6 3-4-12 Plate Offsets (X Y)-- f2.0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 2-4 >999 240 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: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 I TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=56/Mechanical, 2=354/0-4-0, 4=32/Mechanical Max Horz 2=144(LC 12) Max Uplift 3= 68(LC 12), 2— 163(LC 12) Max Grav 3=61(LC 19), 2=354(LC 1), 4=63(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL'=3.Opsf; h=18ft Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 except Qt=lb) 2=163. , 6) This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 5,2018 -® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473 rev, 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and 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 Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply i T13137686 1149533 CJ19 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.13u s sep 15 2ul f MI I ek industries, inc. Mon Feb o 07:0i:08 20i a rage i I D:UMZBJ_Tg l fisGTOn_xl Z8vyRwUv-Bkj749tjg77RLS2Axr2_NaMcnFZTPV9Wjj6?jHzoGFf -2-0-0 3-9-2 2-0-0 3-9-2 LOADING (psf) SPACING- 2-0-0 CSL ! DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.01 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2-4 >999 240 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 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=74/Mechanical, 2=364/0-4-0, 4=35/Mechanical Max Harz 2=155(LC 12) Max Uplift 3=-84(LC 12), 2=-164(LC 12) Max Grav 3=77(LC 19), 2=364(LC 1), 4=71(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:16.4 PLATES GRIP MT20 244/190 Weight: 15lb FT=20% BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i NOTES- (6) 1) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 except Qt=lb) 2=164. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 0904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 Q 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 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 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 regardng the fabrication, storage, delivery, erection and bracing of trusses and muss 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 T13137687 1149533 EJ01 Jack -Partial 6 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33666 8.130 s Sep 15 2017 mi I ek Industries, inc. mon t-eD b u7:U1:UU zu1 U rage 1 I D:UMZBJ_Tg l fisGTOn-xl ZBvyRwUv-Bkj749tjg77RLS2Axr2_NaMiCFaI PV9Wjj6?j HzoGFf -1-4-0 3-0-0 140 300 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 2 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=75/Mechanical, 4=29/Mechanical, 2=258/0-1-8 Max Harz 2=118(LC 12) Max Uplift 3=-77(LC 12), 2=-112(LC 12) Max Grav 3=75(LC 1), 4=57(LC 3), 2=258(LC 1) 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: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL-3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 at joint(s) 2. 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=112. ' 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39300 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137688 1149533 EJ02 Jack -Partial 4 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:09 2018 Page 1 I D:UMZBJ_Tg 1 fisGTOn_xt ZSvyRwUv-fxH W I UtLbRFlzcdMVYZDwovnXetaByPfxNsZFjzoGFe -2-0-0 5-0-0 2-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.03 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 2-4 >921 240 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 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=130/Mechanical, 2=407/0-4-0, 4=48/Mechanical Max Horz 2=191(LC 12) Max Uplift 3=-132(LC 12), 2— 174(LC 12) Max Grav 3=130(LC 1), 2=407(LC 1), 4=95(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale=1:19.5 m 6 N N N PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL— 3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 i 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 wit, ata, ding 100 lb uplift at joint(s) except Qt=lb) 3=132, 2=174. 6) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 5,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE�PAGE MI1-7473 rev. 10/03/2015 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 MiTek` Is always recidred 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 Oty Ply T13137689 1149533 EJ03 Jack -Partial 26 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:10 2018 Page 1 I D:UMZBJ_Tgl fisGTOn_xl ZSvyRwUv-77ruVquzMlN9amCY3F4SS?Sx529ct0foA1 b6o9zoGFd 7-0-0 7-0-0 7-0-0 7-0-0 Plate Offsets (X Y)-- f2:0-6-4 0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.11 2-4 >755 360 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.19 2-4 >413 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=195/Mechanical, 2=496/0-8-0, 4=71/Mechanical Max Harz 2=249(LC 12) Max Uplift 3=-178(LC 12), 2=-200(LC 12) Max Grav 3=195(LC 1), 2=496(LC 1), 4=121(LC 3) Scale: 1/2'=l' PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2p8f; BCDL==3.Opsf; h=18ft Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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=178, 2=200. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 1010312015 BEFORE USE, Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �° a truss system. Before use, the building designer must verify the applicability of design parameters arid 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, scoANSI/TPI I Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety Intormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137690 1149533 EJ04 Jack -Partial 11 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 R 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:11 2018 Page 1 I D:UMZBJ_Tg 1 fisGTOn_x1 Z8vyRwUv-cJOGjAvb72V?Cvmlczbh?D_27SQ9crvyPhLfKbzoGFc 7-0-0 Scale: 1/2"=1' Plate Offsets (X,Y)-- i2:0-0-10,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.21 4-7 >392 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.26 4-7 >321 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MSH Weight: 26lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=208/Mechanical, 2=478/0-8-0, 4=83/Mechanical Max Harz 2=248(LC 12) Max Uplift 3=-183(LC 12), 2= 186(LC 12), 4= 10(LC 12) Max Grav 3=208(LC 1), 2=478(LC 1), 4=128(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 lb uplift at joint(s) 4 except Qt=lb) 3=183, 2=186. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERANCE 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 an'd 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 regWred 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 T13137691 1149533 EJ05 Jack -Partial 6 1 I Job Reference (optional) Builders FirstSource, Plant City, FL 33566 -2-0-0 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:12 2018 Page 1 ID:UMZBJ_Tgl fisGTOn_xl Z8vyRwUv-4WyewWwDuMdsg3LxAg6wXQXHbsxUL195dL4Ds2zoGFb 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.00 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 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 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=14/Mechanical, 2=362/0-8-0, 4=26/Mechanical Max Horz 2=134(LC 12) Max Uplift 3=-44(LC 12), 2=168(LC 12) Max Grav 3=27(LC 8), 2=362(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.6 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) i 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 1& 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain forTnula. Building designer should verify capacity of bearing surface. 1 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=168, 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6934 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGEMII-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/TP1I 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 T13137692 1149533 EJ06 Jack -Partial 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 2-0-0 1-8-1 1 R 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:12 2018 Page 1 I D:UMZBJ_Tg 1 fisGTOn_x1 Z8vyRwUv-4WyewW wDuMdsg3LxAg6wXQXFGso_LI95dL4Ds2zoGFb 1-0-4 1-8-11 , 6-11-4 7-Q-0 1-0-4 0-8-7 5.2-9 0- 112 Plate Offsets (X,Y)--f3:0-1-12,0-0-141,(3:0-2-8,0-2-9),(6:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.05 5-6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.07 5-6 >965 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 - BOT CHORD REACTIONS. (lb/size) 4=121/Mechanical, 7=619/0-8-3, 5=29/Mechanical Max Horz 7=249(LC 12) Max Uplift 4=-140(LC 12), 7=-249(LC 12) Max Gram 4=121(LC 1), 7=619(LC 1), 5=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1089/571 BOT CHORD 2-7=-477/1130, 6-7=-696/960, 3-6=-617/962 Scale:!/2"=1' 0 u> 0 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 3-10-4 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (7) 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3'Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) 7 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) except Qt=lb) 4=140, 7=249. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No,39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mr1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, anet Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and broperiy 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 SCSI 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 I russ Truss Type city ply T13137693 1149533 EJ07 JACK -PARTIAL 1 1 Job Reference (optional) Builders FirslSource, Plant City, FL 33566 3 8.130 s Oct 7 2017 MiTek Industries, Inc. Mon Feb 5 09:48:33 2018 Page 1 ID:UMZBJ_Tg1 fisGTOn_x1Z8vyRwUv-bsOmLFgX3tNJRGmzIdFgKCo?fG6Y_I9gkxgYODzoEgy -2-0-0 7-0-0 _ --- - 2-0-0 7-0-0 2-0-0 Scale=1:25.1 Plate Offsets (X Y)-- [2:0-2-10 0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.08 5-6 >678 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.08 5-6 >710 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.17 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 42lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 LBR SCAB 1-4 2x4 SP No.2 one side REACTIONS. (lb/size) 4=54/Mechanical, 5= 6/Mechanical, 6=721/0-8-0 Max Harz 6=249(LC 12) Max Uplift 4=-108(LC 12), 5=-6(LC 1), 6= 289(LC 12) Max Grav 4=73(LC 19), 5=54(LC 3), 6=721(LC 1) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 526/204 BOT CHORD 2-6=-179/560 WEBS 3-6-521/975 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- (7) 1) Attached 10-2-8 scab 1 to 4, back face(s) 2x4 SP No.2 with 1 row(s) of 1 Od (0.131"x3") nails spaced 9" a.c.except: starting at 1-3-8 from end atjoint 1, nail 1 row(s) at 7" o.c. for 2-0-0; starting at 3-11-0 from end at joint 1, nail 1 row(s) at 7" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 4, 6 lb uplift at joint 5 and 289 lb uplift at joint 6. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361 D Date: February 5,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE Mll--7473 rev. 10103/2015 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 Incotporate 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 I russ Truss Type ty Ply T13137694 1149533 EJ08 JACK -PARTIAL i 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 -2-0-0 2-0-0 BA30 s Oct 7 2017 MiTek Industries, Inc. Mon Feb 5 09:50:48 2018 Page 1 1 D: UMZBJ_Tg 1 fisGT0n,t1 Z8vyRwUv-8ghogPl DGM0980aw9TAUl gu6J h9X6Q61 nR 1 CguzoEer 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.09 4-5 >772 360 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.09 4-5 >739 240 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 REACTIONS. (lb/size) 3=174/Mechanical, 4=23/Mechanical, 5=572/0-9-10 Max Horz 5=249(LC 12) Max Uplift 3=-171(LC 12), 5= 230(LC 12) Max Grav 3=174(LC 1), 4=92(LC 3), 5=572(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-5=-179/560 Scale: 1/2"=1' PLATES GRIP MT20 244/190 Weight: 26 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- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=1Sit; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left 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 171 lb uplift at joint 3 and 230 lb uplift at joint 5. 6) This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 5,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 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 androperly 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 Qty Ply T13137695 1149533 EJ09 Jack -Partial 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 ++kg 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:15 2018 Page 1 I D: UMZBJ_Tg 1 fisGTOn_x1 Z8vyRwUv-U5enYYy6AH?RhX4W rpgd939yv3_IYfuYKJJtTNzoGFY 2-1.0 a 0 0 Scale = 1:9.8 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 0.12 Vert(LL) -0.00 1 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 1-3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-P Weight: 7lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 2=69/Mechanlcal, 3=20/Mechanical, 1=88/0-1-8 Max Harz 1=61(LC 12) Max Uplift 2=-65(LC 12), 1=-26(LC 12) Max Grav 2=69(LC 1), 3=39(LC 3), 1=88(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. j BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18f; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 at joint(s) 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 2, 1. 7) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING- Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED mrTEKREFERANCE PAGE MII-7473 rev. 1010312015 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 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 fabrlcatlon, storage, dellvery, erection and bracing of musses and truss systems, seeANSI/TP1I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormanon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13137696 1149533 EJ11 Jack -Partial 8 1 Job Reference (optional) binders t-IrSt6ource, Niant Giry, I-L 33bbb tl.l3U S sep 10 ZUI I NII I eK InaustrleS, Inc. Ivion reD b V/:U 1:10 ZUI U rage I ID:UMZBJ_Tg1 fisGTOn_x1 Z8vyRwUv-U5enYYy6AH?RhX4W rpgd939nW3p_YfuYKJJtTNzoGFY -2-0-0 i A m 0 N 9 9 Scale:1/2"=1' 2-8-0 I I 3-B-0 7-0-0 2-8-0 1-0-0 3-4-0 Plate Offsets (X Y)-- (2:0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.16 5-6 >487 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.21 5-6 >381 240 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 4=167/Mechanical, 2=516/0-8-0, 5=112/Mechanical Max Harz 2=249(LC 12) Max Uplift 4=-141(LC 12), 2=-193(LC 12), 5— 33(LC 12) Max Grav 4=167(LC 1), 2=516(LC 1), 5=151(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-416/86 BOT CHORD 2-7=-328/433, 6-7=-224/380, 3-6=-433/328 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; 8CDL=3.0ps1; h=181t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 1 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) 5 except Ot=lb) 4=141, 2=193. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 5,2018 ® 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 MRek0 connectors. This design is based only upon parameters shown, and'Ts for an Incilddual 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 bullring design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord membersonly. 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 fabrlcafbom storage, delivery, erection and bracing of trusses and muss systems, seeANSi/TPI1 Quality Ctiterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13137697 1149533 FG01 Flat Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 ]Si6F� 3x8 = 2z4 11 7 8 2 8.13o s Sep 1 b 2D1 / MI l eK maustnes, Inc. Mon Feb b 0 :0i:16 20i 8 rage 1 I D:UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-yHC9muzkxb8llhfiPW BsiGi2dTlgHOJhYz20?pzoGFX 7-11-8 3x6 11 5 3x12 10120HS= 10 3x8 = 3x6 11 Scale=1:15.0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/7PI2014 CSI. TC 0.44 BC 0.11 WB 0.44 Matrix-SH DEFL. in Vert(LL) -0.02 Vert(CT) -0.04 Horz(CT) 0.00 (loc) I/defl Ud 5 >999 360 5 >999 240 4 n/a n/a PLATES MT20 MT20HS Weight: 43 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 STOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6,3-4: 2x8 SP 240OF 2.OE REACTIONS. (lb/size) 6=1036/Mechanical, 4=1036/Mechanical i Max Uplift 6=-509(LC 4), 4— 509(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-983/510, 1-2=-1180/482, 2-3=-1180/482, 3-4=-983/510 WEBS 1-5=-465/1150, 2-5— 808/386, 3-5=-465/1150 NOTES- (9) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Ot=lb) 6=509, 4=509. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234 lb down and 177 lb up at 0-3-10, 190 lb down and 115 lb up at 0-10-13, 188 lb down and 108 lb up at 2-10-8, 188 lb down and 108 lb up at 3-11-12, 188 lb down and 108 lb up at 5-1-0, and 190 lb down and 115 lb up at 7-0-11, and 234 lb down and 177lb up at 7-7-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. ' 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 1-234 2=-188 3= 234 7=-190 8=-188 9=-188 10_ 190 Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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, andlis 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 buckling of Individual truss web and/or chord membersionly. 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 6904 Parke East Blvd. fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/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 22314. Job Truss Truss Type City Ply T13137698 1149533 FG02 Flat Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 i 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:17 2018 Page 1 I D: UMZBJ_Tg 1 fisGTOn_xl ZBvyRwUv-QTmXzE_MiuG9wgEvzDi5EU E9MtbsOKpgnco_YFzoGFW 7-7-4 6x8 = 1.5x8 STP = v 1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.01 4-5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.02 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 1-6,3-4: 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 4=-355/Mechanical, 5=3571/0-8-0 Max Uplift 4= 355(LC 1), 5=-1812(LC 4) Max Grav 4=313(LC 6), 5=3571(LC 1) Scale=1:14.6 PLATES GRIP MT20 244/190 Weight: 41 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 6-9-6 oc purlins, ' except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-476/982, 1-2= 1241/2308, 2-3=-1241/2308, 3-4=-254/361 WEBS 1-5= 2526/1365, 2-5=-1367/702, 3-5=-2534/1338 1 NOTES- (9) 1) Wind: ASIDE 7-10; Vult=170Mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. it; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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) 4=355, 5=1812. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 176 lb up at 0-3-10, 188 lb down and 115 lb up at 1-0-5, 439 lb down and 270 lb up at 3-0-0, and 402 lb down and 205 lb up at 4-4-0, and 300 lb down and 147 lb up at 6-4-0 on top chord, and 1026 lb down and 520 lb up at 0-3-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 70, 4-6— 20 Concentrated Loads (lb) Vert: 6=-1026(F) 1=-232 2=-439 7=-188 8=-402(F) 9= 300 Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 Q WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 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 IndlOduai 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, DSE-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute, 218 N. Lee Street, Suite. 312. Alexandrla. VA 22314. Tampa, FL 3361 D Job russ I russ I ype QtY Ply T13137699 1149533 FG03 Fiat Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 B.130 s Oct 7 2017 MiTek I D: UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-5eYOCPARm 2018 3-7-4 9-1-4 3-7-4 6.6-0 Scale =1:17.0 i i 3x8 3x6 I[ 5xB = = o to 2 ' 11 19 1R 1d 3 0.1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 TCDL 15.0 Lumber DOL 1.25 BC 0.93 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-8,3-4: 2x8 SP 240OF 2.0E DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.01 4-5 >999 360 MT20 244/190 Vert(CT) -0.02 4-5 >999 240 Horz(CT) 0.00 4 n/a n/a Weight: 48 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 6-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS. All bearings 0-3-8 except Ut=length) 4=Mechanical, 6=2-0-0. 1 (lb) - Max Uplift All uplift 100 lb or less at joints) 4, 5 except 6= 1505(LC 4), 7=-394(LC 4) Max Grav All reactions 250 lb or less at Joint(s) 4 except 6=2697(LC 1), 5=310(LC 3), 7=842(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-384/816, 1-9=-1457/2760, 9-10=-1457/2760, 2-10= 1457/2760, 2-11=1457/2760, 11-12= 1457/2760, 12-13=-1457/2760, 13-14=-1457/2760, 3-14=-1457/2760 WEBS 1-6=-2823/1489, 2-6= 1475/815, 3-6=-3090/1623 NOTES- (9) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Bit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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) 4, 5 except Qt=lb) 6=1505, 7=394. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 Ito down and 176 lb up at 0-3-10, 188 lb down and 115 Ib up at 1-0-5, 440 lb down and 270 Ib up at 3-0-0, 402 lb down and 205 lb up at 5-0-0, 195 lb up at 6-2-6, 402 lb down and 205 lb up at 7-0-0, and 402 lb down and 205 lb up at 7-7-12, and 46 lb up at 8-9-10 on top chord, and 1026 lb down and 520 lb up at 0-3-10, and at 6-1-8, and 97 lb down and 93 lb up at 8-9-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-8=-20 Concentrated Loads (lb) Vert: 8= 1026(F) 1=-232 4=-88(B) 9=-188 10=-440 11=-402 12=152(B) 13= 402 14=-402 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M11-7473 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 verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indhated 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 Trrrss Plate Institute, 218 N. Lee. Street, Suite 312, Alexandria, VA 22,114. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137700 1149533 HJ01 Diagonal Hip Girder 4 1 I Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:19 2018 Page 1 I D:UMZBJ_Tgl fisGTOn_xl Z8vyRwUv-NStIOv?CEW Wt98OH4ekZKvKWnglxUTt7EwH4c8zoGFU 4-2-3 Scale = 1:12.6 I� 0 4-2-3 4-1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.02 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 nla n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puriins. BOT CHORD 2x4 SP No.2 i BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=68/Mechanical, 4=40/Mechanical, 2=279/0-1-12 I Max Horz 2=142(LC 4) Max Uplift 3= 54(LC 8), 2= 184(LC 4) Max Grav 3=93(LC 35), 4=81(LC 3), 2=279(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3lopsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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 at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3 except (jt=lb) 2=184. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 136 lb up at 1-4-15, and 127lb down and 136 lb up at 1-5-1 on top chord, and 1 lb down at 1-4-15, and 1 lb down at 1-5-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=117(F=58, B=58) Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® 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 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 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 City Ply T13137701 1149533 HJ02 Diagonal Hip Girder 2 1 Job Reference (optional) tsunaers rtrstaource, viant cny, PL asoao a.IOU S aep 10 ZUI / NII I eK Inuustrles, mc. rvlon reo o U/:Vl:zu zula I D:UMZBJ_Tgl fisGTOn_xl ZBvyRwUv-r2Rgb FOF?peknlyTeMFos6shp4cuDwl HTaOeE 4-7-10 , 5-3-0 , 2-1-5 1 1 4-7-10 ' 0-7-6 Scale=1:19.5 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 2-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.08 2-6 >746 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrPi2014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc puriins. BOT CHORD 2x4 SP No.2 bOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=439/0-8-5, 5=178/Mechanical Max Horz 2=188(LC 8) Max Uplift 2=-192(LC 8), 5=-109(LC 8) Max Grav 2=439(LC 1), 5=193(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 1 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 Ito uplift at joint(s) except Qt=lb) 2=192, 5=109. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 50 lb up at 3-5-12 on top chord, and 14 lb down at 3-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-70, 2-5=-20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mt1-7473 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 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 avallabte from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137702 1149533 HJ03 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 B.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:21 2018 Page 1 I D: UMZBJ_Tg 1 fisGTOn_x1 Z8vyRwUv-J E?2pb 1 tm7mbPSXgC3n 1 PKPrd Uz9yN?Qi Em BhOzoGFS -2.2-13 2-8-2 4-5-5 2-2-13 2-8-2 1-9-3 I Scale = 1:16.9 4-5-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.04 6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.05 6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 n/a rVa BCDL 10.0 Code FBC2017[TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=393/0-8-12, 5=82/Mechanical Max Horz 2=153(LC 8) Max Uplift 2=-207(LC 4), 5=-68(LC 5) Max Grav 2=393(LC 1), 5=109(LC 32) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% Structural wood sheathing directly applied or 4-5-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 1 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) 5 except Qt=lb) 2=207. 1 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)177 lb down and 179 lb up at 2-7-4 on top chord, and 7 lb down at 2-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=77(B) Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI(-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/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 T13137703 1149533 HJ04 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 1 b 2017 MI I eK Inaustnes, Inc. Mon Feb b 0/:u1:22 zu1 t3 I I I D:UMZBJ_Tg 1 fisGTOn_xl ZBvyRwUv-nRZQOx2VXRuSOc6smnlGxXy_LuG7hgdZxuVIDT: 2-9-15 1 4-2-3 1 4-2-3 Scale=1:14.3 4.24 12 M 0° g 11 2.12 12 3x6 = 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 0.75 Vert(LL) -0.07 4-7 >673 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.07 4-7 >705 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=43/Mechanical, 2=349/0-9-13, 4=0/Mechanical Max Horz 2=170(LC 4) Max Uplift 3=-50(LC 8), 2=-323(LC 4), 4= 32(LC 19) Max Grav 3=96(LC 35), 2=349(LC 1), 4=80(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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 ANSVTPI 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=323. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 167 lb down and 194 lb up at 1-9-3, and 167lb down and 194 lb up at 1-9-3 on top chord, and 3 lb down at 1-9-3, and 3 lb down at 1-9-3 on bottom chord. The desigrVselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product Is designed as an Individual building component. The suitability' and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2=-70, 2-8=-30, 3-8=-70, 4-5=-20 Concentrated Loads (lb) Vert: 9=166(F=83, B=83) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 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 NiliTeW 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, seeANsyTPI 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, Alexandria, VA 22314. Tampa, FL 33610 Job Truss russ type ty Ply T13137704 1149533 HJ05 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 -2-9-15 2-2-14 2-9-15 2-2-14 1.5xB STP= 8.130 s Oct 7 2017 MiTek Industries, Inc. Mon Feb 5 09:55:16 2018 Page 1 ID:UMZBJ_Tg 1 fisGTOn_xi ZSvyRwUv-I Ot6w2YJ9i971C4Qsl_K9B_?jjjQvcSTP7yM4MzoEaf 5-10-4 9-10-1 3-7.6 3-11-13 Scale=1:25.6 1-7-9 2-2-14 1-7-9 0-7-4 5-10-4 3.7.6 9-10-1 3-11-13 Plate Offsets (,Y)-- [2:0-2-0,Edge],[3:0-1-14,0-0-01,[9:0-4-12,0-5-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.23 Vert(LL) 0.10 7-8 >975 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.12 7-8 >784 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.02 5 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 62 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP M 31 LBR SCAB 1-5 2x4 SP M 31 one side REACTIONS. All bearings Mechanical except Qt=length) 10=0-7-4, 9=0-7-4. (lb) - Max Harz 9=287(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 5=-170(LC 4), 10=-573(LC 1), 9— 1507(LC 4), 6— 108(LC 8) Max Grav All reactions 250 lb or less at joint(s) 5, 6 except 10=671(LC 4), 9=1775(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-327/194, 3-14=-491/277, 4-14= 413/283 BOT CHORD 2-9— 176/366, 9-16— 356/358, 8-16=-351/388, 8-17= 353/355, 7-17=-349/369 WEBS 4-8=0/275, 4-7=-381/365, 3-9— 541/366 NOTES- (9) 1) Attached 13-6-7 scab 1 to 5, back face(s) 2x4 SP M 31 with 1 row(s) of 1Od (0.131"x3") nails spaced 9" o.c.except: starting at 2-0-10 from end at joint 1, nail 1 row(s) at 7" o.c. for 3-6-15. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3l0psf; h=18ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 lb uplift at joint 5, 573 lb uplift at joint 10, 1507 lb uplift at joint 9 and 108 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb up at 4-2-15, 38 lb up at 4-2-15, and 18 lb down and 125 lb up at 7-0-14, and 18 lb down and 125 lb up at 7-0-14;0n top chord, and 205 lb down and 149 lb up at 1-5-13, 205 lb down and 149 lb up at 1-5-13, at 4-2-15, at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-70, 9-11=-20, 9-10=-20, 6-9= 20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010312016 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 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 Inshlute, 218 N. Lee Street, Suite 312. Alexandrla, VA 22314: Tampa, FL 33610 oI russ Truss Type ry ply T13137704 1149533 HJ05 DIAGONAL HIP GIRDER i 1 � Job Reference (optional) aunuers rnsraomue, nam miry, rr. —.. LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 9=-410(F= 205, B=-205) 15=-37(F= 18, B=-18) 17= 36(F=-18, B= 18) oyo I D: U MZBJ_Tg 1 fisGTOn_xi ZBvyRwUv-maRV70Yyw? H_yMfcPTVZi PXAT73fe3ideniwcozoEae A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MD'EKREFERANCE PAGEMil-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 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 Mire k' 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/TPI1 Quality Criterlo, 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 T13137705 1149533 HJ06 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 2-9-15 Y-11-17 I I I 1-7-10 1,11-1.1 4-9-12 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:24 2018 Page 1 ID:UMZBJ_TglfisGTOn_x1Z8vyRwUv-jph8Rd313289GvGFtCKkly1 R?hvS9gJsOC_rHLzoGFP 9-10-1 Scale: 1/2"=1' a 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.06 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.13 7-8 >715 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 1 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 48lb FT=20% LUMBER- j BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 I BOT CHORD Rigid ceiling directly applied or 5-1-9 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 5=163/Mechanical, 6=95/Mechanical, 9=1306/0-8-3 I Max Horz 9=287(LC 19) Max Uplift 5=155(LC 8), 6=-50(LC 9), 9=-866(LC 4) Max Grav 5=163(LC 1), 6=209(LC 19), 9=1306(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1327/1325, 3-4= 714/100 BOT CHORD 2-9=-1218/1374, 8-9=-1218/1086, 7-8=-192/515 WEBS 4-8= 250/362, 4-7=-566/211, 3-9=-999/716, 3-8— 1140/1368 NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 5, 50 lb uplift at joint 6 and 866 lb uplift at joint 9. 1 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 38 lb up at 4-2-15, 151 lb down and 38 lb up at 4-2-15, and 91 lb down and 121 lb up at 7-0-14, and 91 lb down and 121 lb up at 7-0-14 on top chord, and 205 lb down and 149 lb up at 1-4-15, 205 lb down and 149 lb up at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selec(ion of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5-70, 6-10-20 Concentrated Loads (lb) Vert: 14=-37(F-18, B-18) 15-410(F-205, B=-205) 17=-36(F-18, B=-18) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 0904 Parke East Blvd. Tampa FL 33810 Date: February 5,2018 ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. f0/032015 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 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-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 1 Job Truss Truss Type Qty Ply T13137706 1149533 HJ07 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 2-9-15 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:25 2018 Page 1 ID:UMZBJ_Tg1 fisGTOn_x1 Z8vyRwUv-BOFZfz4NgMGOt3rRRvrzZAZVb5LvuBNOdskPgozoGFO 2-10-10 , 0.7-12 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.01 6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.01 6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 Scale:1"=1' I0 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% BRACING - !TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. All bearings Mechanical except gt=length) 2=0-1-14, 2=0-1-14. (lb) - Max Harz 2=145(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 3 except 4=-136(LC 19), 2= 328(LC 4) Max Grav All reactions 250 lb or less at joints) 3, 4 except 2=364(LC 1), 2=364(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3,Opsf; h=1Bit; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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 (riormal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 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 at joint(s) 2, 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except gt=lb) 4=136, 2=328. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 136 lb up at 1-4-15, and 127lb down and 136 lb up at 1-4-15 on top chord, and 2 lb down at 1-4-15, and 2 lb down at 1-4-15 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). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 5=117(F=58, B=58) Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify design paremetere and READ NOTES ON THIS AND INCLUDED MlTEKREFERANCE PAGE MIF7473 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 andproperly 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 damabe. 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 Oty Ply T13137707 1149533 HJ08 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstS( 26 2618 Page 1 IsWTyMEzoGFN Scale: 1/2"A' Io 5-4-5 5-4-5 9-10-1 4-5-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 ! Vert(LL) -0.10 6-9 >623 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.10 6-9 >616 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 37 lb FT = 20% LUMBER- i BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. All bearings Mechanical except Qt=length) 2=0-10-15, 6=0-11-5. (lb) - Max Horz 2=286(LC 22) Max Uplift All uplift 100 lb or less at joint(s) 5 except 4= 113(LC 22), 2= 246(LC 4), 6=-245(LC 8) Max Grav All reactions 250 lb or less at joints) 4, 5 except 2=371(LC 1), 6=495(LC 35) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-390/281 NOTES- (8) 1 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 i 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 alive load of 20.Opsf on the bottom chord in all areas here 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 withstand i g 100 lb uplift at joint(s) 5 except Qt=lb) 4=113, 2=246, 6=245. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(.) 131 Ib down and 136 lb up at 1-4-15, 131 lb down and 136 lb up at 1-4-15, 151 lb down and 38 lb up at 4-2-15, 151 lbi down and 38 lb up at 4-2-15, and 27 lb down and 39 lb up at 7-0-14, and 64 lb down and 77 lb up at 7-0-14 on top chord, and 1.Ib down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 39 lb up at 7-0-14, and 15 lb down at 7-014 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. j 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referended by the building code. i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2— 70, 2-10=-30, 4-10=-70, 5-7=-20 Concentrated Loads (lb) Thomas A. Albani PE No.39380 Vert: 11=117(F=58, B=58) 17=39(B) MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verity 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 temporaryand permanent braving 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/TPN 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 T13137708 1149533 HJ09 Jack -Partial 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Feb 5 07:01:27 2018 Page 1 I q:UMZBJ_Tgl fisGTOn_x1 Z8vyRwUv-80MJ3e5eLzW k7N?gYKuRebfgnvl GM5uJ4ADWugzoGFM 2-0-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.02 2-6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.25 j Vert(CT) -0.02 2-6 >999 240 BCLL 0.0 Rep Stress Mor YES WB 0.06 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.2 IBOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=386/0-8-3, 5=87/Mechanical Max Horz 2=144(LC 12) Max Uplift 2= 178(LC 12), 5=-79(LC 9) Max Grav 2=386(LC 1), 5=89(LC 3) I Scale: 3/4"=1' PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 3-8-3 oc purlins. 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. NOTES- (6) 1) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Bit; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) 5 except Qt=lb) 2=178. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 bullding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW 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 avollable from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137709 1149533 HJ10 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 -2-3-8 8.130 s Sep 152017 MtteK Industries, Inc. Mon Feb 5 01:01:28 2018 Pagel 1 GTOn_x1Z8vyRwUv-cbwhH_6G6HebkXa061PgBoB1QJQd5X6SJgy3Q6zoGFL T Y 0 Scale=1:12.4 2-5-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 12lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-94/Mechanical, 2=372/0-8-15, 4=21/Mechanical Max Horz 2=108(LC 8) Max Uplift 3=-155(LC 19), 2=-262(LC 4) Max Grav 3=159(LC 22), 2=372(LC 1), 4=42(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. CHORD Structural wood sheathing directly applied or 2-5-11 oc purlins. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD L=3;Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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=155, 2=262. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 160 lb down and 178 lb up at 1-6-15 on top chord, and 6 lb down at 1-6-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4= 20 Concentrated Loads (lb) Vert: 5=76(B) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGE MII-7473 rev. 10/0312015 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 MiTeW 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, Mexandda VA 22314j Tampa, FL 33610 1 Job Truss Truss Type Qty Ply T13137710 1149533 HA 1 Jack -Open Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:29 2018 Page 1 I D: UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-4nU4UK7utamSMh9CglwvkOkFHihjq_ZbYUicz2zoGFK 2-7-1 1 3-10-12 Scale: 3/4"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.04 2-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vart(CT) -0.04 2-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBO2017ITP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 ITOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins. BOT CHORD 2x4 SP No.2 I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=388/0-4-3, 5=118/Mechanical Max Horz 2=145(LC 8) Max Uplift 2— 181(LC 23), 5= 103(LC 5) Max Grav 2=388(LC 1), 5=151(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3!Opsf; h=18ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope); 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) 2=181, 5=103. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 Ito down and 60 lb up at 3-10-12 on top chord, and 23 lb down at 3-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-70, 2-5— 20 Concentrated Loads (lb) Vert: 5— 4(B) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only w11h 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 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/TPit 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 I Job Truss Truss Type Qty Ply T13137711 1149533 HJ12 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:30 2018 Page 1 fisGTOn_xl ZBvyR W Uv-Yz2Sig8 W euuJ_gjOESR8GDHQ 16?SZRBImBRAV?zoGFJ 1-3 , 5.4-10 , Scale=1:19.5 5-4-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.04 2-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 1 Vert(CT) -0.10 2-6 >624 240 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD �BOTCHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. BOT CHORD 2x4 SP No.2 Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=439/0-4-3, 5=197/Mechanical Max Horz 2=188(LC 8) Max Uplift 2=-195(LC 8), 5=-124(LC 8) Max Grav 2=439(LC 1), 5=245(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3�Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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) 2=195, 5=124. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 182 lb down and 60 lb up at 3-8-2, and 177 lb down and 79 lb up at 4-0-13 on top chord, and 19 Ito down at 3-8-2, and 24 lb down at 4-0-13 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, anc Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and broperly 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 damabe. 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 223141 Tampa, FL 33610 Job Truss Truss Type Oty Ply T13137712 1149533 P01 Piggyback 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1-11-15 3x4 10.0-1 8.130 6 Sep lb 201 / MI I ex industries, Inc. Mon Feb b u,,:u1:3u zu1 a Paget Tg1fisGTOn_xlZ8vyRwUv-Yz2Sig8WeuuJ_ OESRBGDHPx6y8ZRclm8RAV?zoGFJ 8-8-14 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.00 6 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.01 6 n/r 120 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) 0.01 5 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 2=350/6-9-12, 5=350/6-9-12 Max Horz 2=19(LC 11) Max Uplift 2=-142(LC 9), 5=-142(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-608/757, 3-4=-563/714, 4-5=-608/757 BOT CHORD 2-5=-617/563 3x4 Scale=1:17.0 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. OT CHORD Rigid ceiling directly applied or 7-1-15 oc bracing. NOTES- (9) ! 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1811; Cat. it; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anylother live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=142, 5=142. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as: applicable, or consult qualified building designer. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, andlls 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 Is to lng iIndividual truss chord and Went bracing bulldIs MiTek to prevent collapsevent tthhe alwaayysdreguired for stan. bility anddwilh possible personal Injbury andrproperty damage nF r general guidance rional egarding 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 T13137713 1149533 P02 Piggyback 2 1 Job Reference (optional) 6 CUIIaerS rlrsitource, manr uny, VL:i4tIM 0.13U 5 aep 1a zU1 / NII I OK Inuusrrles, Inc. Ivion I-eD b ut:u1:31 zula rage 1 1D:UMZBJ_Tg1 fisGTOn_xl ZSvyRwUv-OAcgvOe8PCOAb_lbnAyNpRpf3WOylu2u?oBj1 RzoGFI 3x4 = 2x4 II 3x4 = 3 4 5 2x4 = 2x4 II 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.01 7 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.01 7 n1r 120 BCLL 0.0 ' Rep Stress Incr YES W B 0.05 ' Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=198/6-9-12, 6=198/6-9-12, 8=304/6-9-12 Max Horz 2=-43(LC 10) Max Uplift 2= 106(LC 12), 6=-113(LC 13), 8=-80(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-8=-219/300 Scale=1:17.0 PLATES GRIP MT20 244/190 Weight: 26 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- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) 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) 8 except Qt=lb) 2=106, 6=113. 1 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as'applicable, or consult qualified building designer. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Atbani PE No,39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 wllh 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 aty Ply T13137714 1149533 P03 Piggyback 13 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 4-4-7 8.13U S Sep 1 b ZUI I MI 1 eK mausiries, inc. Ivlon reD b u/:ul:Jz Zu1 t3 Pagel Tgl fisGTOn_xl Z8vyRwUv-UMAC7M9mAV91 DBtnLtTcLeMngwkGl LL2ESwGZuzoGFH 8-8-14 Scale=1:16.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.01 5 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.01 5 n/r 120 BCLL 0.0 Rep Stress incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-P Weight: 27 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=203/6-9-12, 4=203/6-9-12, 6=294/6-9-12 Max Horz 2=47(LC 11) Max Uplift 2= 11 O(LC 12), 4= 118(LC 13), 6=-79(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6= 210/274 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- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=181t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS 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 anyjother 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) 6 except at=lb) 2=110, 4=118. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as,applicable, or consult qualified building designer. 8) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMl1-7473 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 M6 W Is always required for stability and to prevent collapse with possible personal injury and property damagd. 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 Bid. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandrla, VA 22314. I Tampa, FL 33610 I Job Truss Truss Type j city Ply T13137715 1149533 T01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1-4-0 6.00 12 a 2x4 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:33 2018 Page 1 ID:UMZBJ_Tg1 fisGTOn_x1 ZBvyRwUv-yYjaKiAOxpHurlSzvb_rusvzoK4lmnsBT6gg6KzoGFG 3-0-0 4-2-0 5-4-0 8.4-0 9-8-0 3x4 = 10 3x4 = 2x4 = Scale=1:21.1 0-Q�12 3-0-0 4-2-0 5-4-0 8-3.4 11 -0 0- -12 2-11-4 1-2-0 1-2-0 2-11-4 0- -12 Plate Offsets (X,Y)-- (3:0-2-0,0-2-81,j5:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.01 2-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.03 2-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 33lb 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=508/0-1-8, 6=508/0-1-8 Max Horz 2=-51(LC 25) Max Uplift 2=-274(LC 8), 6=-274(LC 9) Max Grav 2=509(LC 19), 6=509(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 594/324, 3-4=-482/309, 4-5=-482/309, 5-6=-594/324 BOT CHORD 2-8_ 235/539, 6-8_ 235/539 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3,Opsf; h=1811; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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 at joint(s) 2, 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=274,6=274. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 151 lb up at 3-0-0, and 58 lb down and 73 lb up at 4-2-0, and 179 lb down and 151 lb up at 5-4-0 on top chord, and 55 lb down at 3-0-0, and 23 lb down at 4-2-0, and 55 lb down at 5-3-4 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). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 70, 3-5= 70, 5-7— 70, 2-6=-20 Concentrated Loads (lb) Vert: 3— 9(B) 5— 9(B) 8=-9(B) 4=-5(B) 9= 21(B) 10= 21(B) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEIVREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only wlfh 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 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. Abexandda VA 22314.' ' Tampa, FL 33610 Job Truss Truss Type City Ply T13137716 1149533 T02 Common 4 1 Job Reference (optional) Builders FlfstSOL .8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.39 BC 0.59 WB 0.07 Matrix-SH DEFL. in Vert(LL) -0.01 Vert(CT) -0.02 Horz(CT) 0.00 (loc) I/defl L/d 4-6 >999 360 4-6 >999 240 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 34lb FT=20% LUMBER- ;BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 iBOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=472/0-1-8, 4=47210-1-8 Max Harz 2=64(LC 11) Max Uplift 2= 209(LC 12), 4=-209(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-485/438, 3-4=-486/439 BOT CHORD 2-6= 185/379, 4-6=-185/379 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & BMW 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 at joint(s) 2, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=209, 4=209. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 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 Welk' 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. Alexandria. VA 22314.1 Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137717 1149533 T03 Common 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:35 2018 Page 1 _ ID:UMZBJTgl fisGTOn_x1 Z8vyRwUv-vxrLINCfTOXc4ccMO?l JzH_Iu7iTEheUWQ9xACZoGFE 4-2-0 8-4-0 4-2-0 4-2-0 Scale=1:17.2 m v 0 3x4 = 3x4 = 0-Q 12 4-2-0 8-3-4 8-40 0- -12 4-1-4 4-1-4 0- -12 Plate Offsets (X,Y)-- (1:0-1-0,Edge1, f3:0-1-O,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.37 Vert(LL) 0.02 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.02 3-4 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 3 n/a Na BCDL 10.0 Code FBC2017/TPf2014 Matrix-SH Weight: 29 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 9-3-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=369/0-1-8, 3=369/0-1-8 Max Harz 1=49(LC 11) Max Uplift 1— 151(LC 12), 3=-151(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 532/537, 2-3=-532/537 BOT CHORD 1-4=-349/415, 3-4=-349/415 I NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD L=3:Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterror(2) zone;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 at joint(s) 1, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=151, 3=151. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 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. Addl1(onai 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, seemsi/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 Oty Ply T13137718 1149533 T04 Roof Special Girder 1 n G Job Reference (optional) Builders FirstSource, Plant City, FL 33566 0 01 -2-0-0 4-0-0 5-8-0 9-6-0 2-0-0 4-0-0 1.8.0 3-10-( 3.60 F12 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:38 2018 Page 1 I D: UMZBJ_Tg 1 fisGT0n_xl ZBvyRwUv-J W XTN PEXmLvAx3Lxi8aObvcgV LipR?mwcONbnXzoGFB 12-2-0 14-10-0 18-8-0 , 20-4-0 . 24-4-0 , 26.4-0 , 4x6 = 4-0-0 1 2-0-0 3x4 = 3x8 = 3x8 = 'nv — 3x8 = 3x4 = 6-6-0 5.8-0 Scale = 1:49.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.11 14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.19 14-15 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-SH Weight: 249lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. CHORD Rigid coifing directly applied or 8-4-5 oc bracing. REACTIONS. (lb/size) 2=1457/0-6-0, 10=1457/0-8-0 Max Harz 2=104(LC 8) Max Uplift 2— 1067(LC 8), 10= 1067(LC 9) Max Grev 2=1581(LC 40), 10=1581(LC 41) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2667/1788, 3-4=-2734/1900, 4-5=-2641/1854, 5-6= 2563/1734, 6-7=-2563/1734, 7-8=-2640/1854, 8-9=-2734/1901, 9-10=-2667/1789 BOT CHORD 2-15=-1541/2321, 14-15=-2136/3247, 12-14=-2055/3269, 10-12=-1438/231j1 WEBS 3-15=-368/533, 4-15=-277/598, 5-15=-712/483, 5-14=-1295/1007, 6-14= 1424/2076, 7-14=-129411007, 7-12— 712/483, 8-12= 278/598, 9-12= 368/534 NOTES- (10) 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: 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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 anyother 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) 2=1067, 10=1067. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 120 lb up at 5-8-0, 100 lb down and 135 lb up at 7-2-0, and 100 lb down and 135 lb up at 17-2-0, and 89 lb down and 120 lb up at 18-8-0 on top chord, and 108 lb down and 72 lb up at 4-0-0, 210 lb down and 130 lb up at 5-6-8, 55 lb down at 7-2-0, 314 lb down and 375 lb up at 8-1-8, 314 lb down and 375 lb up at 16-2-8, 55 lb down at 17-2-0, and 210 lb down and 130 lb up at 18-8-0, and 108 lb down and 72 lb up at 20-4-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE MI1-7473 rev. 10=12015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andlis 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 Tres Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T13137718 1149533 T04 Roof Special Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:38 2018 Page 2 D:UMZBJ_Tg1 fisGTOn_xl Z8vyRwUv-J WXTNPEXmLvAx3LxieaObvcgVLipR?mwcONbnxzoGFB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4— 70, 4-5= 70, 5-6= 70, 6-7=-70, 7-8= 70, 8-9=-70, 9-11=-70, 2-10=-20 Concentrated Loads (Ib) Vert: 4=27(B) 8=-27(B) 15— 177(B) 12=-177(B) 16— 60(B) 17=-60(B)18=-49(B) �11 9=-28(B) 20=1 17(B) 21=117(B)22= 28(B)23=-49(B) A WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. laV3/2015 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 deogn parameters and pioperiy Incorporate this design Info the overall building design. Bracing Indicated is to prevent buckl(ng 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 fabdcallon. 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. 1 Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137719 1149533 T05 Hip 1 1 Job Reference (optional) Build go 1 GFA 1:46.6 m 0 m Io 7-0-0 12-2-0 i 17-4-0 24-4-0 7-0-0 5-2-0 5-2-0 7-0-0 Plate Offsets (X Y)-- (3:0-5-8 0-2-41 (5:0-5-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.10 10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.18 6-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 114lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1233/0-8-0, 6=1233/0-8-0 Max Horz 2=-105(LC 10) Max Uplift 2=-472(LC 12), 6=-472(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1745/1320, 3-4— 1762/1535, 4-5=-1762/1535, 5-6=-1745/1320 BOT CHORD 2-11=-856/1437, 10-11=-854/1443, 8-10= 897/1443, 6-8=-897/1437 WEBS 3-11=-1/275, 3-10=-333/471, 4-10= 384/390, 5-10=-3331471, 5-8=-0/275 P CHORD Structural wood sheathing directly applied. T CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=181t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=47216=472. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 5,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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/1PI 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 I Job Truss Truss Type Qty Ply T13137720 1149533 T06 Hip 1 1 Job Reference (optional) Buitaers rlrstbource, Plant Giry, FL 33566 1 8.130 s Sep 15 2017 MI I eK muuSrfleb, inn. IYIun rev 5 v/:v 1:4v LV la raye I I D: UMZBJ_Tg 1 fisGTOn_xt Z8vyRwUv-FufEo5Fnlz9uBNUJpZcUgKh2j8LUvxgD4hsisQzoGF9 2-0-0 4-9-5 9-0-0 1 15 )4-0 19-6-11 _ _ _ _ J 24-4-0 26-4-0 2-0.0 4-9-5 4-2-11 6-4-0 4-2-11 4-9-5 2-0-0 Scale = 1:46.6 m to 34 = 3x8 = 3x4 = 3x6 = 9-0-0 15-4-0 24-4-0_ -- J 9-0-0 6-4'-0 9-0-0 Plate Offsets (X,Y)-- j5:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.16 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.33 7-9 >861 240 BCLL 0.0 Rep Stress incr YES WB 0.15 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 120 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1233/0-8-0, 7=1233/0-8-0 Max Harz 2— 128(LC 10) Max Uplift 2=-497(LC 12), 7= 497(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1789/1485, 3-4= 1500/1262, 4-5=-1290/1226, 5-6=-1500/1262, 6-7= 11789/1485 BOT CHORD 2-11— 1032/1507, 9-11= 730/1290, 7-9= 109611507 WEBS 3-11=-317/418, 4-11=-136/360, 5-9=-149/360, 6-9= 317/417 Structural wood sheathing directly applied or 3-3-7 oc purlins. Rigid ceiling directly applied or 5-5-15 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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=497, 7=497. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE 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 property incorporate this design Into the overall building design. Racing 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, Alexandrla, VA 22314. ' Tampa, FL 33610 Job Truss Truss Type oty Ply T13137721 1149533 T07 Hip 1 1 Job Reference o tionai uunaers I-Irstbource, mant (city, 1--L33b66 -2-0-0 4-3-7 11-0.0 a.13u s sep 1b 2u1I MI I ex inaustries, Inc. mon reD b UI:U1:41 ZU1b rage 1 Tg1 fisGT0n_x1 Z8vyRWUv-j5CcORG02GHIoX3W NG8jDYEC1 YhheNrMILcFOszDGFB Scale=1:46.6 3x6 = 3i6 11 3x6 = 4 5 6 6.00 12 3x4 i 3x4 m 3 7 u 2 8 Cl) Iv o i ' 12 ' r� 9 0 1.5x8 STP= 13 34 = 11 10 1.Sx8 STP= 3x6 = 2x4 I 3x8 = 2x4 I I 3x6 = i 4-3-7 11-0-0 12-2-0 13-4-0 , 20-0-9 24-4-0 4-3-7 6-3-9 1-2-0 11-2-0 6-8-9 4-3-7 Plate Offsets (X,Y)-- f4:0-3-8,0-2-41,f6:0-3-8,0-2-41 LOADING (psf) SPACING- 2-0-0 CS]. i DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.11 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.25 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-SH Weight: 120lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 EBS 1 Row at midpt 3-11, 7-11 REACTIONS. (lb/size) 2=1233/0-8-0, 8=1233/0-8-0 Max Horz 2=-152(LC 10) Max Uplift 2=-518(LC 12), 8=-518(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1904/1539, 3-4=-1331/1132, 4-5= 1093/1147, 5-6=-1093/1147, 6-7=-1I331/1132, 7-8=-1904/1539 BOT CHORD 2-13=-1119/1619, 11-13=-1119/1619, 10-11= 1184/1619, 8-10— 1184/1619 WEBS 3-11=-635/651, 7-11=-634/650, 5-11=-297/586 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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=518, 8=518. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11--7473 rev. 10/012015 BEFORE USE. Design valid for use only with MlTek® 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 iniss systems, seeANS1/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 C Job Truss Truss Type Qty Ply T13137722 1149533 T08 Common 13 1 Job Reference (optional) tluuaers rusiaource, mane klrry, rL a0000 7-10-10 6.00 12 2x4 3 1.5x8 STP = m 2 �1 a 10 3x8 = 3x4 = 7-2-12 0"ono-up io cuir "' i en uwuauiea, i nu. wwu reu -w. ..-rc..,- rage _ ID:UMZBJTglfisGTOn_x1ZBvyRwUv-BHm_DnH2paPcOgeix fyllnRRyz_NIpWX?LowJzoGF7 20-0-10 24-4-0 26-4-0 7-10.10 4-3-7 2 Scale=1:46.8 5x8 = 4 i 2x4 i 5 1.5x8 STP= 6 m Iv 7 � 17 9 8 4x6 = 3x4 = 3x4 = 17-1-4 24.4.0 9-110-8 7-2-12 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 , Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.61 BC 0.94 WB 0.56 Matrix-MSH DEFL. in Vert(LL) -0.25 Vert(CT) -0.52 Horz(CT) 0.06 (loc) I/defl Lid 8-10 >999 360 8-10 >565 240 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 117lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOT CHORD 2x4 SP M 31 `Except` BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. 6-9: 2x4 SP No.2 WEBS 1 Row at midpt 4-10 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1677/0-8-0, 6=1351/0-8-0 Max Horz 2=165(LC 11) Max Uplift 2= 743(LC 12), 6= 586(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2804/2455, 3-4=-2425/2094, 4-5= 2038/1766, 5-6_ 2388/2096 BOT CHORD 2-10=-2015/2509, 8-10=-815/1340, 6-8=-1718/2110 WEBS 4-8=-465/646, 5-8=-520/740, 4-10= 931/1196, 3-10=-577/802 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3!Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=74316=586. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2= 70, 2-12=-30, 4-12=-70, 4-15=-70, 6-15=-30, 6-7=-70, 11-13=-20, 13-14=-80, 14-17=-20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE 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 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 Qty Ply T13137723 1149533 T10 Common Girder 1 n L Job Reference (optional) Builders FirstSource, Plant City, FL 33566 -2-0-0 6-9-11 6.00 12 1.5x8 STP = 6xl2 MT20HS LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BOLL 0.0 Rep Stress incr NO BCDL 10.0 Code FBC2017/TP12014 8.130 S Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:44 2018 Page 1 I D: UMZBJ_Tg 1 fiSGTOn_Xl ZBvyRwUv-BgukeSJ I LBfKf_o52OhQgAsmflj7rb Up_Jgv?BzoGF5 17.6-5 24-4-0 _ 26-4-0 5-4-5 6-9-11 2-0-0 Scale = 1:46.8 12 13 14 10 15 9 16 17 18 19 Ir .l z 11 8 1 Sx8 STP= 3x8 II 6x12 MT20HS = 3x8 it 10x12 = 6xl2 MT20HS 12-2.0 , 17-6-5 24-4-0 5-4-5 5-4-5 6-9-11 6-0,0-1-81,(10:0-6-0,0-6-41,(11:0-6-0,0-1-81 CSL DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.69 Vert(LL) 0.2410-11 >999 360 MT20 244/190 BC 0.64 Vert(CT) -0.3910-11 >732 240 MT20HS 187/143 WB 0.81 Horz(CT) 0.09 6 n/a n/a Matrix-SH Weight: 313 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 `Except` 4-10: 2x4 SP No.1 REACTIONS. (lb/size) 2=7116/0-8-0, 6=8325/0-8-0 Max Horz 2=165(LC 26) Max Uplift 2=-3412(LC 8), 6=-3576(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14672/6992, 3-4=-10864/4931, 4-5=-10868/4934, 5-6=-15316/6520 BOT CHORD 2-11=-6221/12981, 10-11=-6221/12981, 8-10= 5656/13590, 6-8=-5656/13590 WEBS 4-10=-4193/9263, 5-10= 4643/1879, 5-8=-1432/4077, 3-10=-3930/2363, 3-111=-1919/3445 NOTES- (10) 1) 2-ply truss to be connected together with 1od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-11 2x4 - 1 row at 0-,5-0 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=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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) 2=3412, 6=3576. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2926 lb down and 1761 lb up at 7-1-9, 1433 lb down and 716 lb up at 9-0-12, 1437 lb down and 718 lb up at 11-0-12, 1445 lb down and 578 lb up at 13-0-12, 1430 lb down and 552 lb up at 15-0-12, 1445 lb down and 552 lb up at 17-0-12, and 1430 lb down and 562 lb up at 19-0-12, and 1429 lb down and 602 lb up at 21-0-12 on bottom chord. The designtselection of such connection,device(s) is the responsibility of others. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any Thomas A, Albani PE No.39380 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111•7473 rev. 1=12015 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 design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MTWit p�building 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, sOCANSI/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 aty Ply T13137723 1149533 T10 Common Girder 1 e� G Job Reference (optional) Builders HrstbOUMG, Plant city, FL 33b66 u.13u s bep 1b zui / MI I eK mausrrles, Inc. ivi on r-eD 0 U/:U1:44 ZDIa rage e ID:UMZBJ_Tg1 fisGTOn_xl ZBvyRwUv-8gukeSJILBfKf_o52OhOgAsmflj7rbUp_Jgv?BzoGF5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 70, 4-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 12= 2926(F) 13=-1433(F) 14=-1437(F) 15=-1445(F) 16=-1430(F) 17= 1445( ) 18=-1430(F) 19= 1429(F) I ® 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 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 pioperly 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 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 trim 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, Alexandita. VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137724 1149533 T11 ROOF SPECIAL GIRDER 1 2 Job Reference (optional) builders l-irstsource, Plant dry, FL 33566 7-1-6 1 2-5-4 0=5j4 4-10-0 � 1 O 24 25 1.5x8 STP = 5x8 = 6.00 12 12x14 i 4 8x14 MT20HS i 23 22 3x8 i 3 2 t3.13U S Sep 1 b 2U1 / MI I ex Industries, Inc. mon reD b U/:U1:46 2U16 rage 1 4-10-0 1 5.7.0 3-11-9 7-4-2 5x6 = 5 6x8 = 6 46 = Scale = 1:77.7 3x4 11 6x8 = 9 b 210 915 30 31 14 32 33 34 13 35 36 12 37 11 38 39 40 10 10x14 = 12x14 = 10x12 — 8xl4 MT20HS = 1 Ox12 = 1.5x8 STP = 26 19 27 18 $$ 4x6 = 7x10 = 8x10 = 3x8 II 46 = 1 a n Plate Offsets (X,Y)-- [1:0-4-0,0-1-15], [3:0-6-12,0-3-0], [4:0-1-12,0-5-4], [10:0-5-0,0-5-01, [111:0-6-0,0-6-4], [13:0-3-8,0-6-01, [15:0-3-0,0-6-4], [16:0-5-8,0-4-0], [18:0-5-4,0-1-8], 119:0-3-8,0-6-41 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.13 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.27 11-13 >999 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:721 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 *Except* 6-0-0 oc bracing: 15-16,14-15. 9-10,4-15: 2x8 SP 240OF 2.OE, 2-19,16-19,2-16,5-14: 2x4 SP No.3 WEBS 1 Row at micipt 3-15, 6-14 4-14: 2x4 SP No.1 REACTIONS. (lb/size) 10=7043/0-8-0, 1=2536/0-8-0, 15=26530/1-3-14 Max Horz 1=231(LC 8) Max Uplift 10= 2308(LC 9), 1— 1225(LC 8), 15— 11435(LC 8) Max Gram 10=7056(LC 20), 1=2557(LC 19), 15=26530(LO 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 3620/1927, 2-3=-306/592, 3-4=-5150/11574, 4-5— 737/623, 5-6=-793/751, 6-7= 6569/1790, 7-8=-8084/2562, 8-9= 316/102 BOT CHORD 1-19= 1883/3210, 15-16=-536/76, 14-15= 9368/4131, 13-14=-1725/6400, 11-13=-2233l7351, 10-11=-1434/4407 WEBS 2-19= 1372/3085, 16-19= 2476/4226, 2-16=-3368/1518, 3-15— 10921/52911, 4-15=15859/6513, 5-14=-387/530, 6-14=-9057/3108, 6-13=-2214/6014, 16-18=-754/1481, 3-16— 4168/8637, 7-13=-14641755, 7-11=-697/1335, 8-11 =-I 87116098, 8-110=-6461/2103, 4-14=-5131/12824 NOTES- (11) 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 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered 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: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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. Thomas A. Albani PE No.39380 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA, Inc. FL Cart 6634 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 0904 Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members. Date: 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) February 5,2018 10=2308, 1=1225, 15=11435. ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 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, 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 22,314.1 Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137724 1149533 T11 ROOF SPECIAL GIRDER 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1 8.130 S Sep lb 2U1 / MI I eK Industries, Inc. Mon FeD b U/:U1:48 2UI B Page z I D:UMZBJ_Tg 1 fisGTOn_x1 Z8vyRwUv-OR7FUgMpPQAi8b5sHEmM?OOSyN5OnLNOvxo78yzoGF1 NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrl ted load(s) 1410 lb down and 699 lb up at 11-0-12, and 1411 lb down and 694 Ito up at 13-0-12 on top chord, and 712 lb down and 272 lb up at 1-7-12, 712 lb down and1295 Ib up at 3-7-12, 712 lb down and 304 lb up at 5-7-12, 2961 lb down and 1782 lb up at 7-1-9, 712 lb down and 304 lb up at 7-7-12, 1445 lb down and 706 lb up at 9-0-12, 712 lb down and 304 lb up at 9-6-12, 5242 lb down and 2150 lb up at 11-1-15, 1439 lb down and 697 lb up at 15-0-12, 1472 ib down and 690 lb up at 17-0-112 1451 Ib down and 693 lb up at 19-0-12, 1438 lb down and 499 lb up at 21-0-12 1429 lb down and 497 lb up at 23-0-12, 1421 lb down and 493 lb up at 25-0-12, 1421 lb down and 493 lb up at 27-0-12, 1421 lb down and 493 lb up at 29-0-12, 1421 lb down and 493 lb up at 31-0-12, 1421 Ito down and 493 lb up at 33-0-12, 1383 lb doand 469 lb up at 35-0-12, and 1301 lb down and 442 lb up at 37-0-12, and 1309 lb down and 451 lb up at 39-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-35, 5-6=-35, 6-9=-35, 1-17=-10, 10-16=-10 Concentrated Loads (lb) Vert: 19=-2961(B)12= 1421(B)18= 712(F)11=-1421(B)22=-1390(B)23=-1391(B)24=-712(F)25=-712(F)26=-712(F)27— 712(F)28— 1445(B)29=-5242(F) 30— 1439(B)31=-1450(B)32=-1439(B)33=-1438(B)34=-1429(B)35=-1421(B)36=-1421(B)37= 1421(B) 38=-1 383(B) 39=-1 301 (B) 40=-1 309(B) ® 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 GIs for an individual building component, not OF 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 fabricatlom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Insfllute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137725 1149533 T12 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 6xE 3x6 11 5x8 = 5x8 = 3x4 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:49 2018 7-2-10 5x8 = 7-2-10 1.5x8 STP= 3x6 Scale = 1:55.5 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 0.82 Vert(LL) 0.15 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.28 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 175 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 `Except` TOP CHORD 1-2: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 `Except" WEBS 1-11: 2x4 SP No.2 REACTIONS. (lb/size) 6=1316/0-8-0, 11=1316/Mechanical Max Horz 11=116(LC 12) Max Uplift 6=-601(LC 13), 11=-497(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1281/1069, 2-3=-1253/1099, 3-4=-1662/1362, 4-5=-1662/1362, 5-6= 1252/1084, 1-11=-1240/1117 BOT CHORD 8-10=-1826/2173, 7-8=-1825/2177 WEBS 2-10= 304/579, 3-1 0=-1 374/1202, 3-8=0/253, 3-7=-608/546, 4-7=-569/619, 5-7=-1588/1936, 1-10= 750/1062 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 4-4-4 oc bracing. 1 Row at midpt 3-10, 3-7, 5-7, 1-10 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 Ot=1b) 6=601, 11=497. ' 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WAANING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE 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 Wilding 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 Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty PIY T13137726 1149533 T13 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 . — 7 Sx6 B-4-B 5x8 = 17-1 8.130 s Sep 15 201 1 Mi I ek industries, Inc. Man reu o vi:v i:uv cv i o rage aTOn_x1 ZBvyRwUv-ygFOuW N3xl QTNvFEPfog4R6kuAkGFGvhNFHDCrzoGF? 23-3-14 29-6-8 Scale=1:53.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.21 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.38 8-10 >924 240 MT20HS 187/143 BCLL 0.0 Rep Stress incr YES WB 0.94 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 185 lb FT = 20% LUMBER- 1 BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, 3-5: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 3-10-8 oc bracing. 9-11: 2x4 SP No.1 WEBS 1 Row at midpt 3-10, 5-7, 1-10 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 6=1316/0-9-5, 11=1316/Mechanical Max Horz l l=-101(LC 8) Max Uplift 6=-594(1_13 13), 11=-504(LC 13) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I TOP CHORD 1-2= 1304/1105, 2-3=-1310/1097, 3-4= 1886/1535, 4-5=-1884/1538, 5-6=-1267/1078, 1-11=-1246/1135 BOT CHORD 8-10=-2281/2761, 7-8=-2279/2767 WEBS 2-10= 196/555, 3-10=-1828/1605, 3-8=0/293, 3-7= 1011/849, 4-7=-462/504, 5-7=-1747/2139, 1-10=-833/1116 I NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.6psf; h=1Bft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extertor(2) zone;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) 6=594, 11=504. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 Wilding 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 Bracing Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing i11iOW building design. prevent of is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallom storage, delivery, erection and bracing of trusses and muss systems, seeANSIJTP1I 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, Alexandria, VA 22314.1 Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137727 1149533 T14 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:51 2018 Page 1 ID:UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-ROpO6sOhiLYK?3gRyMJ3dfewla7x-jlrbvl nkHzoGF_ 8-4-8 15-5-8 19-1-4 23-6-4 27-7-12 8-4-8 7-1-0 3-7-12 4-5-0 4-1-8 Scale=1:54.3 Sx8 = 6.00 12 3x4 5x6 3 1 6x8 = 3x4 = 2x4 II I 4 5 6 m m N 10 12 11 ! 9 Sx8 = 3x4 = 3x6 I I 3x8 = 3x4 3x4 = I 8 7 8-4-8 13-8-14 I 23-4-8 23 6-4 27-7-12 8-4-8 5-4-6 9-7-10 0- -12 4-1-8 Plate Offsets (X,Y)-- f1:Edge,0-2-41, f8:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.13 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.26 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 4-6: 2x4 SP No.2 I except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 3-11 REACTIONS. All bearings 4-3-4 except Ot=length) 12=Mechanical. (lb) - Max Horz 12=-154(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 7= 289(LC 1), 12=-365(LC 12), 8=-767(LC 13) Max Grav All reactions 250 lb or less at joint(s) 7 except 12=972(LC 1), 8=1779(LC 1), 8=1779(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I TOP CHORD 1-2= 885f780, 2-3— 873/817, 3-4=-1240/1041, 4-5= 554/631, 1-12=-897/86 BOT CHORD 9-11 =-890/1 093, 8-9— 760/878, 7-8=-631/554 WEBS 2-11= 36/297, 3-11=-518/570, 4-9— 158/275, 4-8— 1737/1514, 5-8=-764/749, 5-7=-664/750, 1-11=-506/697 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 289 lb uplift at joint 7, 365 lb uplift at joint 12 and 767lb uplift at joint 8. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani FE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MfTekO 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 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 Win 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 T13137728 1149533 T15 Hip 1 1 Job Reference (optional) Builders FirstSourc 6xr 24-0-8 1:52 2018 Page 1 4?_gZmKGjzoGEz 3x6 = Scale=1:46.6 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.18 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.27 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 123lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 2-4,4-5: 2x4 SP No.2 i except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-10 1-11: 2x4 SP No.2 REACTIONS. (lb/size) 11=1060/Mechanical, 7=1060/0-8-0 Max Harz 11=-298(LC 13) Max Uplift 11=-395(LC 13), 7=-440(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-989/882, 2-3=-801/946, 3-4=-801/946, 4-6=-989/916, 6-7=-1781/1414, 1-11=-983/949 BOT CHORD 10-11= 92/277, 8-10=-1065/1477, 7-8=-1065/1477 WEBS 3-1 0=-1 28/370, 6-10=-824/921, 6-8=-9/328, 1-10=-579/784 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 395 lb uplift at joint 11 and 440 lb uplift at joint 7. 8) This manufactured product is designed as an individual building component. The suitabiffty and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verity 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 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. SafetyInformation available from Truss Plate institute, 218 N. Lee Street, Suite 312, AJexandflo, VA 22314. I Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137729 1149533 T16 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 6-4-8 8.13u s 5ep 1b 2u11 MI I etc Industries, Inc. Mon Feb o 0/:01:53 20i6 rage i UMZBJ_Tg1 fisGTOn_xl ZBvyRwUv-NOx8XXQxEyo2EN_p4nLXi4kFFOpQShg73DW uoAzoGEy 17-3-10 24-0-8 6-2-6 6-8-14 Scale = 1:46.8 4x6 = 6.00 12 2 34� _ 4x6 — 4 I 4x6 i I 1 3x4 5 M rn 6 I I� o 11 10 9 8 7 1.Sx8 STP= 3x6 I I 3xB = 3x8 = 3x4 = 2x4 11 3x6 = 6-4.8 11-1-4 17-3-10 i 24-0-8 6-4-8 4-8-12 I 6-2-6 6-8-14 Plate Offsets (X Y)-- 11:0-3-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL. In (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.11 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.15 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 IHorz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH I Weight: 145lb 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 I except end verticals. WEBS 2x4 SP No.3 BUT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. REACTIONS. (lb/size) 6=1060/0-8-0, 11=1060/Mechanical Max Horz 11= 284(LC 13) Max Uplift 6= 463(LC 13), 11=-430(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-919/819, 2-3=-741/817, 3-4=-969/1058, 4-5= 1191/1056, 5-6— 1861/1479, 1-11=-1001 /936 BOT CHORD 10-11= 83/302, 9-10=-298/803, 7-9=-1153/1562, 6-7=-1153/1562 WEBS 2-10=-165/414, 3-10=-677/530, 3-9=-317/364, 5-9=-688/789, 5-7=0/291, 1-1;0=-632/819 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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, 463 lb uplift at Joint 6 and 430 lb uplift at Joint 11. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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 Cdteila, DS13-89 and SCSI 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 T13137730 1149533 T17 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 6.00 F12 4x6 G 6-4-8 4x6 = 11 10 3x6 11 3x8 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:54 2018 Page 1 ID:UMZBJ_Tgl fisGTOn_x1 Z8vyRwUv-rbVW ktOa?GwvsWZOeVtmEHGRCnAtB9uHItFRKczoGEx 9-1-4 13-1-4 18-3-10 24-0-8 2-8-12 4-0-0 5-2-6 5-B-14 Scale=1:47.4 46 = 4x6 = 3 I 3x4 5 m i 6 m Iv 9 0 8 7 3x4 = 1.5x8 STP= 2x4 11 3x4 j 3xB = 6-4-8 13-1-4 183-10 24-0-8 6-4-8 6-8-12 5-2-6 5-8-14 Plate Offsets (X,Y)-- 11:0-3-0,0-1-81, 16:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 j Vert(LL) 0.08 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.12 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WS 0.62 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 139 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=1060/0-8-0, 11=1060/Mechanical Max Harz 11=-284(LC 13) Max Uplift 6=-463(LC 13), 11=-430(LC 13) Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verticals. Rigid ceiling directly applied or 5-0-1 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 919/816, 2-3=-847/874, 3-4=-1144/1153, 4-5= 1363/1178, 5-6=-1898111516, 1 - 11 =- 1004/937 BOT CHORD 10-11=-83/29919-10=-573/1063, 7-9— 1204/1602, 6-7=-1204/1602 WEBS 2-10— 318/440, 3-10=-754/766, 4-9=-163/311, 5-9=-544/640, 1 -1 0=-622/816 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 463 lb uplift at joint 6 and 430 lb uplift at joint 11. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSi TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek(D 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 SCSI 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 Qty Ply T13137731 1149533 T18 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 B.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:55 2018 Page 1 TO fisGTon_xl Z8vyRwUv-Jn3vyDRCla2mUgBCBCO?nVpc9BQAwahQWX?_s2zoGEw Scale=1:49.2 46 = 6.00 f 12 3x6 11 3n8 = — — _ 3= 3x8 x4 ' 6-4-8 18-8-12 1 8-11-4 Plate Offsets (X,Y)-- f1:0-3-0,0-1-81,14:0-4-8,0-1-121,(5:0-4-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 5-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.34 5-7 >836 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* 1TOP CHORD 4-6: 2x4 SP M 31 i BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1052/Mechanical, 5=1237/0-8-0 Max Horz 10=-330(LC 13) Max Uplift 10=-424(LC 13), 5=-558(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-912/804, 2-3=-882/830, 3-4=-1343/1267, 4-5= 165311228, 1-10=-997I923 BOT CHORD 9-10=-103/445, 7-9— 790/1355, 5-7=-772/1335 WEBS 2-9=-231/407, 3-9=-865/891, 4-7=-19/340, 1-9=-611/811 Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals. Rigid ceiling directly applied or 4-10-4 oc bracing. NOTES- (8) j 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;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 424 lb uplift at joint 10 and 558 lb uplift at joint 5. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 Q WARNING - Verity design parameters end 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 broperly 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 fabrication6 storage, delivery, erection and bracing of trusses and truss systems. socANSI/TPI t Quailty 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 IQty Ply T13137732 1149533 T19 Roof Special 1 1 Job Reference o floral Builders FirstSource, Plant City, FL 33566 6-8-12 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:01:56 2018 Page 1 I D: UMZBJ_Tgl fisGTOn_xl Z8vyRwUv-nzcH9ZSq W tAd5gjOiwvEKiMI W bklf3lal BkYPVzoGEv 17-1-4 1 24-0-8 , 26-0-8 , Scale: 1/4°=1' 5x6 = 4x6 3x6 11 3x8 = I— 3x4 = 3x6 = 6-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.26 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.56 7-9 >501 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017RPI2014 Matrix-SH Weight: 127lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 ' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (lb/size) 10=1052/Mechanical, 5=1237/0-8-0 Max Harz 10=-330(LC 13) Max Uplift 10=-424(LC 13), 5=-558(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-927/812, 2-3=-936/803, 3-4=-1482/1307, 4-5= 1778/1318, 1-10— 1010/925 BOT CHORD 9-10= 109/448, 7-9=-1177/1733, 5-7_ 896/1464 WEBS 2-9=-141/398, 3-9=-1112/1152, 3-7= 339/396, 4-7=-219/483, 1-9= 628/837 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=310psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces &I 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 424 lb uplift at joint 10 and 558 lb uplift at joint 5. 8) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10103,2015 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 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 fabrlcaflom 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. Tarnpa, FL 33610 T Job Truss Truss Type I City Ply T13137733 1149533 T20 ROOF SPECIAL GIRDER 1 Job Reference (optional) Ou0aers r-Irsroource, rmra k,ay, rL 60000 6.00 12 4 I D: UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-jMkl aFT42VQLL8sntL.xi P7R74PaB7twtCVDeTNzoGEt 25.8-1 i 29.8-1 35-4.0 37 R-0-1 4-0-0 5-7-15 2-0-0 Scale=1:70.6 6x8 i 5x8 = 5x6 = -3 5 3x8 i 2 Ci 7 N m N I g Iq N 13 o 1 1 12 11 10 9 1.5x8 STP = O 0 0 � 4512 6x8 = 3x6 11 4x6 = 5x8 = "' 17 18 16 19 2015 8x12 = 1.5x8 STP = 5x8 = 3x12 MT20HS I I 4xl0 MT20HS i 5-9-4 10-3-12 1 -0 0 17-8-0 25-8-1 29-8-1 35-4-0 5-9-4 4-6-8 8- 6-8-0 8-0-1 4-0-0 5-7-15 Plata ()ffsats fX_Y1-- 11-0-3-13-0-1-131- 13:0-2-4.0-3-41. r5:0-5-4.0-2-121. 16:0-3-0.0-2-01. r7:0-4-0.0-1-151. r13:0-7-12.Edael. T15:0-6-4.0-1-81. f16:0-3-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.36 14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.63 14 >663 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.19 7 n/a n/a BCDL 10.0 Code FBC2017[TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except` TOP CHORD 5-6,6-8: 2x4 SP No.2, 1-3: 2x4 SP No.1 BOT CHORD BOT CHORD 2x8 SP 240OF 2.OE WEBS WEBS 2x4 SP No.3 *Except* 13-16: 2x4 SP No.1, 3-12: 2x4 SP No.2, 3-15: 2x6 SP M 26 REACTIONS. (lb/size) 1=7896/0-8-0, 7=3773/0-8-0 Max Horz 1=231(LC 27) Max Uplift 1=-3290(LC 8), 7= 1594(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14812/6163, 2-3=-21400/9037, 3-4=-8301/3441, 4-5=-8334/3472; 5-6 6546/2760, 6-7=-7268/2964 BOT CHORD 1-16= 5629/13122, 15-16=-417/980, 12-13— 8345/19682, 10-12= 4185/10582, 9-10=-4177/10574, 7-9= 2488/6386 1 WEBS 2-16=-4321/1930, 13-16=-5658/13182, 2-13= 2502/6058, 3-12— 13336/5893, 4-12=-2767/6756, 5-12=-3409/1590, 5-9= 4932/2001, 6-9=-1162/2982, 13-15=-2828/6750, 3-13=-4448/10571 1 Weight: 735 lb FT = 20% Structural wood sheathing directly applied or 4-5-4 oc purllns. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-12 NOTES- (12) 1) N/A 2) 3-plytruss to be connected togetherwith 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: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-5-0 oc, Except member 16-13 2x4 - 1 row at 0-9-0 oc, member 13-2 2x4 - 1 row at 0-9-0 oc, member 12-3 2x4 - 1 row at 0-9-0 oc, member 12-4 2x4 - 1 row at 0-9-0 oc, member 12-5 2x4 - 1 row at 0-9-0 oc, member 10-5 2x4 - 1 row at 0-9-0 oc, member 9-5 2x4 - 1 row at 0-9-0 oc, member 9-6 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3290 lb uplift at joint 1 and 1594 lb uplift at joint 7. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEIKII-7473 rev. 10/03I2015 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 l 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 T13137733 1149533 T20 ROOF SPECIAL GIRDER 1 3 Job Reference (optional) Builders FirstSource, Plant GIty, FL 33566 tl.13U s Sep 11 ZUl I MI I eK Inausines, Inc. Mon t-eD b U/:ui:ba Zulu rage z ID:UMZBJ_Tg1 fisGTOn_xl Z8vyRwUv-jMkl aF'42VQLL8sntLxiP7R74PaB7twtCVDeTNzoGEt NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 702 lb down and 282 lb up at 1-7-12, 702 lb down and 305 lb up at 3-7-12, 702 Ib down and 314 Ib up at 5-7-12, 702 Ib down and 314 Ib up at 7-7-12, and 702 Ib down and 314 Ib up at 9-7-12, and 4858 lbdown and 2073 Ib up at 11-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5= 70, 5-6= 70, 6-8=-70, 1-14=-20, 7-13=-20 Concentrated Loads (1b) i Vert: 14=-4858(B) 16= 702(B) 17=-702(B) 18— 702(B) 19=-702(B) 20_ 702(B) & WARNING -Verify design parameter. and READ NOTES ON THIS AND INCLUDED M/TEK 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 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 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/TPI l Quality Criteila, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnrss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137734 1149533 T21 Flat Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33666 4-4-2 3x4 II 3x8 = 3x4 = 2 3 8.13u s Sep lb 2g1 i m1 I ex Inausiries, Inc. mon t-eD b ui:ul:be zul a rage i ID:UMZBJ_Tgl fisGTOn_x1 Z8vyRwUv-CYIPnbUipoYCyIRzQ2SxxL_IMovgsPGOR9zCOpzoGEs 3x8 = 4 Scale=1:26.8 3x4 11 6x8 _ 10 11 12 13 8 I 14 7 15 16 17 6 9 8x10 = 6x8 = 6x8 = R-1-0 16-2.0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.09 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 241 Ib FT = 20% LUMBER- i BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, BOT CHORD 2x8 SP 240OF 2.0E I except end verticals. WEBS 2x4 SP No.3 `Except` BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,5-6: 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 9=5252/Mechanical, 6=4878/Mechanical Max Uplift 9=-2140(LC 4), 6=-2053(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-404/150, 2-4=-6315/2563, 4-5— 351/142 BOT CHORD 8-9=-1587/3729, 6-8= 1584/3704 WEBS 2-9=-4354/1882, 2-8=-1321/3503, 4-8— 1326/3537, 4-6=-4391/1888 NOTES- (10) 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2xB - 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.6psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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 2140 lb uplift at joint 9 and 2053 lb uplift at joint 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1296 lb down and 517 lb up at 1-1-0, 1296 lb down and 524 lb up at 3-1-0, 952 lb down and 385 lb up at 5-1-0, 1040 lb down and 415 lb up at 7-1-0, 1040 lb down and 450 lb up at 9-1-0, 1040 lb down and 450 lb up at 11-1-0, and 1032 lb down and 4441b up at 13-1-0, and 1032 lb down and 444 Ib up at 15-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGEMII-7473 rev. 101=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 BCSI Building Component 6904 Parke East Blvd. Safety Information ovallable from Truss Plate Institute, 218 N. Lee StroeL Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type oty Ply T13137734 1149533 T21 Flat Girder 1 2 Job Reference (optional) tsunaers Nrsrbource, runt cny, rL 0n00o LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5= 70, 6-9= 20 Concentrated Loads (Ib) Vert: 10=-1296(B) 11=-1296(B) 12=-952(6) 13=-1040(B) 14=-1040(B) 1 O. IOU S Otlh I O GV I I IVII I HM H IUUOa 1—, 1 W. NWII — D rayo I D: UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-glso?xV Ka6g3aRO9_IzAUYW T6CF3bsW 9gpilYGroGEr i) 16=-1032(B) 17=-1032(B) ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE PAGE M1I-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW 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 T13137735 1149533 T22 Roof Special 1 1 Job Reference (optional) rsuiiaers rlrsroource, rlant Ury, ru JJbbo -2-0-0 6-0-12 , 2-0-0 6-0-12 m 2 �1 1.5x8 STP = 3x6 = 6.1"Ju s aep 1 b Zul / IVII 18K mauslrles, inc. ivion reu b a/:wZ:u I eu I o raye i ID:UMZBJ_Tgl fisGTOn_xl ZBvyRwUv-8xQACGWzLQovCbbMYTVPt m3b?cRvKG7JvTSJ4izoGEq 24.5-4 i 27-3-0 31-3-0 , 35-4-0 37-4-0 11 6-9-4 2-9-12 4-0-0 4-1-0 2-0 00 5x6 = 6.00 12 6I 3x6 i 46 i 5 4 j- &4;� 16 7x10 = 15 19 18 17 5x6 = 2x4 11 17-8-0 I 5x8 = Scale=1:68.9 3x4 7 6x8 = 5x6 = 8 10 m �xS'S o13 12 1.5 14 O 3x4 = 3x6 = 3x6 = a 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. IDEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 'Vert(LL) 0.39 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 'Vert(CT) -0.60 15-16 >697 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.26 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH IWeight: 194 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. 4-6,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except` WEBS 1 Row at midpt 16-19, 5-15, 6-15, 7-15 10-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 16-19: 2x4 SP No.2 REACTIONS. (lb/size) 2=1734/0-8-0, 10=1731/0-8-0 Max Horz 2=283(LC 12) Max Uplift 2=-727(LC 12), 10=-730(LC 13) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2856/2347, 3-5=-3981/3343, 5-6=-2327/2057, 6-7=-2328/2058, 7-8=-3697/3175, 8-9=-2511/2142, 9-10= 2861/2301 BOT CHORD 2-19=-1949/2430, 15-16=-2724/3521, 13-15=-2554/3311, 12-13=-3480/4365', 10-12=-1814/2434 WEBS 3-19= 982/941, 16-19=-2119/2642, 3-16=-780/1087, 5-15=-1724/1638, 6-15=-1286/1523, 7-15=-1492/1447, 7-13=-643/911, 8-13= 1312/1153, 8-12= 2109/1868, 9-12=1-814/1093, 5-16=-813/1119 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1811; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;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 ;727 lb uplift at joint 2 and 730 lb uplift at joint 10. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. lav312015 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 BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137736 1149533 T23 Roof Special Girder 1 1 Job Reference (optional) bullaers 1-111sl6ource, mane Lqy, rL. ;JJbats t5. ],IV s 0ep r o zv If 1V11 I eK Inuustrles, uru. rvwn rev o u/:ue:ue Za I o rage I I D: UMZBJ_Tg 1 fisGTOn_x1 Z8vyRwUv-c7_YQcXb6jwmpIAY6AOeZzcprOsu3hyS77Bse8zoGEp 23-7-11 29-3-0 33 3.0 35-4-0 , 37-4-0 5-11-11 5-7-5 4-070 2-1� 0� Scale=1:70.5 5x6 — 6.00 12 6 3x6 G 3x6 3x4 Q 5 7 4 3x4 i 7x10 — 5x6 = 3 8 10 cq 11 14 1&8 = 4 2 16 15 14 13 121.5x8 STP= o 16 0 1 5x8 — 5x8 —_ 4x6 = 2x4 I I 7x10 = 4x6 = N 1.5x8 STP= 20 19 18 4x6 = 5x12 = 2x4 11 6-0-12 11-8-4 1 -1-8 17-8-0 23-7-11 29.3.0 33-3-0 35-4-0 6-0l12 5-7-9 0-5-4 5-6-8 5-11-11 5-7-5 4-0-0 2-1-0 Plate Offsets (X,Y)-- f2:0-4-4,0-1-11, f8:0-5-4,Edgej, f9:0-3-0,0-2-01, f10:0-7-8,Edge1, rl2:0-3-8,0-4-41, f17:0-5-8,0-4-01, f20:0-3-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.37 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.70 13-14 >598 240 BCLL 0.0 Rep Stress incr NO WB 1.00 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 227lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 6-8: 2x4 SP No.1 BOT CHORD BOT CHORD 2x6 SP N0.2 `Except* WEBS 10-15: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1730/0-8-0, 10=166210-8-0 Max Horz 2=283(LC 34) Max Uplift 2=-731(LC 8), 10= 750(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2892/1115, 3-5= 3686/1513, 5-6=-2316/942, 6-7=-2320/972, 7-8=-3600/1385, 8-9=-2699/1138, 9-10=-2932/1207 i BOT CHORD 2-20=-1125/2480, 16-17=-1334/3238, 14-16=-1057/3180, 13-14=-2437/630 , 12-13=-2408/6256, 10-12=-966/2523 WEBS 3-20=-818/464, 17-20=-1189/2619,3-17=-204/749,5-16=-1486/826,6-16=-634/1600, 7-16=-1419/760, 7-14= 293/878, 8-14=-3177/1404, 8-13=-353/208, 8-12=-3690/1464, 9-12= 442/1225, 5-17=-390/989 Structural wood sheathing directly applied or 2-7-11 oc pudins. Rigid ceiling directly applied or 6-2-10 cc bracing. 1 Row at midpt 5-16, 7-16, 8-14, 8-12 NOTES- (9) i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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 20.0psf 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, 731 lb uplift at joint 2 and 750 lb uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87lb down and 92 lb up at 33-3-0 on top chord, and 206 lb down and 165 lb up at 33-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitabilityland use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced, by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE MII--7473 rev. 101032015 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 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply T13137736 1149533 T23 Roof Special Girder I 1 1 Job Reference (optional) tsunaers rrrstoource, mam uny, rL 33bbb LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-70, 6-8=-70, 8-9=-70, 9-11= 70, 2-18= 20, 10-17=-20 Concentrated Loads (lb) Vert: 12=72(F) a. 13u b OUP r D Zu I I IVIr r eR IrIUUJLrIe3, mu. iviurl reU D ur:uGVG ev l a rage G ID:UMZBJ_Tg1 fisGTOn_xl Z8vyRwUv-c7_YacXb6jwmpIAY6AOeZzcprOsu3hyS77BscezoGEp A WARNING - Verlfy design parameter. and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 temporaryand 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/1PI I Quality Criteria, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137737 1149533 T24 Roof Special 1 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 -2-0-0 . 8-10-8 0 O 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:04 2018 Page 1 ID:UMZBJ_Tg 1 fisGTOn_Xl Z8vyRwUv-YW51qlYreLBU33KxDb26eOh5kpTHXcgibQgzhlzoGEn 8-9-8 5-6-13 1 3-2-15 de: 3/16'=1' 8-10-8 17-8.0 26-5-8 35-3-4 8-10-8 8-9-8 8-9-8 8-9-12 Plate Offsets (X,Y)-- f4:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CS1. I DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.22 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.37 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 183lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 `Except' 8-9: 2x4 SP No.2, 6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=2119/0-7-4, 2=1745/0-8-0 Max Horz 2=297(LC 12) Max Uplift 10=-1052(LC 13), 2=-735(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-13, 7-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2807/2328, 3-5=-1915/1766, 5-7= 1910/1757, 7-8=-2739/2343, 9-10= 629/506 BOT CHORD 2-15= 2015/2378, 13-15— 2015/2378, 11-13=-2003/2416, 10-11= 2276/2558 WEBS 3-15=0/370, 3-13=-942/1038, 5-13=-883/1015, 7-13=-961/1024, 7-11= 23/405, 8-11=-268/287, 8-10— 2934/2569 1 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 1062 lb uplift at joint 10 and 735 lb uplift at Joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 64 lb up at 33-2-4, and 203 lb down and 135 lb up at 34-2-15, and 360 lb down and 335 lb up at 35-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-8= 70, 8-9=-70, 2-10=-20 Concentrated Loads (lb) Vert: 9— 355 16=-23 17=-187 Io 0 N Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 Q 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 M1Tek8 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 dambge. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/1pI i Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Wale institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137738 1149533 T25 Common 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:05 2018 Page 1 ID:UMZBJ_Tg1 fisGTOn_x1 Z8vyRwUv-Oifh2eZTPeJLgDv7nJZLBcDMPDg5G9yvp4QW DTzoGEm -2-0-0 8-10.7 17-8-0 1 , 26-5-9 , 35-4-0 137-4-0 , 8-9-9 1' 8-9-9 18-10-7 Scale: 3/16°=V 3x6 = 3x6 = 2x4 11 33x6 = xB _ 2x4 11 3x6 = 17-8-0 LOADING (psf) SPACING- 2-0-0 CS]. I DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.20 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.35 8-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 172 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP M 31 i TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD 2x4 SP No.2 i BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-12, 7-12, 3-12 REACTIONS. (lb/size) 2=1728/0-8-0, 8=1728/0-8-0 Max Harz 2=228(LC 11) Max Uplift 2=-730(LC 12), 8=-730(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2771/2297, 3-5=-1876/1730, 5-7=-1876/1730, 7-8=-2771/2297 BOT CHORD 2-14=-1715/2346, 12-14= 1715/2346, 10-12— 1752/2346, 8-10=-1752/2346 — WEBS 5-12=-872/1013, 7-12947/1045, 7-10=0/370, 3-12=-947/1045, 3-14=0/370 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 730 lb uplift at joint 2 and 730 lb uplift at joint 8. 6) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® 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 Mffek® 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. Addifional 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 fatxlcallom storage, delivery, erection and bracing of trusses and inks 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 Oty Ply T13137739 1149533 T26 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 m 0 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:06 2018 Page 1 I D:UMZBJ_Tgl fisGTOn_xl Z8vyRwUv-UvD3F_a5AyRCiMUJL04ajpmROd9w?W u22k94lvzoGEl 8-1-8 8-10-8 ' 2-0-0 Scale=1:72.4 0 m ° 210 7-8-0 14-8-0 17-8.0 , 26-5-8 35-4-0 7-8-0 7-0-0 3-0-0 8-9-8 8-10-8 Plate Offsets (X,Y)--f2:0-5-9,Edgel,f4:0-3-0,Edgel,f6:0-4-0,Edgel,f8:0-4-0,Edgel,f9:0-3-0,Edgel,f16:0-7-0,0-2-41,f17:0-6-0,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.42 16-17 >990 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.69 16-17 >606 240 MT20HS 167/143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.35 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 190lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied. 1-4,9-12: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except` WEBS 1 Row at midpt 7-15, 10-15 2-17,16-17: 2x4 SP No.1 1 2 Rows at 1/3 pts 3-16 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1728/0-8-0, 11=1728/0-8-0 Max Harz 2=-222(LC 10) Max Uplift 2= 724(LC 12), 11=-724(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5005/3933, 3-5— 2105/1913, 5-6=-1753/1824, 6-7=-1545/1687, 7-8— i1545/1687, 8-10= 187611725, 10-11=-2775/2291 BOT CHORD 2-17=-3281/4451, 16-17= 3279/4450, 15-16=-1072/1765, 13-15=-1748/2350, 11-13=-1748/2350 WEBS 3-17=-1533/2291, 3-16=-2888/2422, 5-16=-370/432, 5-15=-690/721, 7-15=-1097/1148, 10-13=0/383, 10-15= 948/1041 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3,Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) Bearing atjoint(s) 2 considers parallel to grain value using ANSIlrPI 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 724 lb uplift at joint 2 and 724 lb uplift at joint 11. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any Thomas A. Alban! PE No.39360 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcotlon, storage, delivery, erection and bracing 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, Sulte 312, Alexandria, VA 22314! Tampa, FL 33610 Job Truss Truss Type Oty Ply T13137740 1149533 T27 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 7-4-0 6.00 FIT 5x6 W B 4 Sx8 i 3 2 15 m 0 1 6xl2 MT20HS = 1.5x8 STP = 6x8 3.00 12 7-8-0 5x6 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:07 2018 Page 1 Tg 1 fisGTOn_x1 Z8vyRwUv-z5nRTKajxGZ3wW 2W ukbpGl JfY1 VOkzFBHOVdI MzoGEk 5x6 = 4x6 7 3x4 14 16 13 12 11 = 6x12 MT20HS = 3x6 2x4 11 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 15.0 Lumber DOL 1.25 BC 0.93 BCLL 0.0 * Rep Stress Incr YES WB 0.87 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH DEFL. in (loc) I/deft Ud Vert(LL) 0.41 14-15 >999 360 Vert(CT)-0.6714-15 >617 240 Horz(CT) 0.35 9 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD 5-6: 2x4 SP No.2, 1-4,7-10: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.1 *Except* WEBS 12-14,9-12: 2x4 SP No.2 WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1728/0-8-0, 9=1728/0-8-0 Max Harz 2=-199(LC 10) Max Uplift 2= 706(LC 12), 9— 706(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5009/3889, 3-5=-2092/1867, 5-6=-1740/1783, 6-8= 2054/1875, 8-9= 2746/2233 BOT CHORD 2-15=-3243/4456, 14-15=-3238/4449, 13-14=-1023/1749, 11-13=-1685/2317, 9-11=-1685/2317 WEBS 3-15=-1499/2272, 3-14=-2899/2425, 5-14=-365/508, 6-13=-460/551, 8-13--771/840, 8-11=0/335 1 Scale=1`:66.6 3x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 188 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 5-13 2 Rows at 1/3 pts 3-14 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 ponciing. 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, with BCDL = I O.Opsf. 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 706 lb uplift at joint 2 and 706 lb uplift at joint 9. 1 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, avid 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 dam6ge. 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. Satety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type I Qty Ply T13137741 1149533 T28 Hip i 1 1 Job Reference (optional) tSWlaerS rirSiJOurce, mans cry, rL 06000 2-0-0 7-8-0 13-0-0 114-8-0 0 7-8-0 5-4-0 1-8-0 6x12 MT20HS i 6.00 12 3x4 = 4xl0 MT20HS - 6 5 4 2x4 11 3 O.I JJ p IJcvI/ Ill,,. "lull, I D:U MZBJ_Tg 1 fiSGTOn_xI ZBvyRwUv-RHLpggbMiZhwYgdiSR72pErocRrpTTKLW2eAgozoGEj 2-4-0 26-5-8 35-4-0 37-4-0 , -8-0 4-1-8 1 8-10-8 1 2-0-0 Sx6 = 7 4x6 8 3x4 lI-_ 9 Scale=1:66.8 0 2 16 10 d> m m 6x8= �14 11fq 0 01 1.5x8 STP — i5 17 12 1.Sx8 STP = 6x8 % 5x6 = 3x6 = 2x4 II 3x6 = 3.00 FIT _ 3x8 I I I 7-8-0 14-8-0 22-4-0 26-5-8 35-4-0 7-8-0 7-0-0 1 7-8-0 4-1-8 8-10.8 Plate Offsets (X Y)-- f2:0-5-9 Edgej f4:0-5-0 Edgej f5:0-9-4 0-2-81 f7:0-3-0 0-2-01 (8:0-3'-0 Edgel f16:0-3-12 0-3-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.39 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.64 15-16 >648 240 MT20HS 1871143 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(CT) 0.31 10 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-SH Weight: 190 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 *Except* 5-7., 2x4 SP No.2, 1-4,8-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 2-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 5-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1728/0-8-0, 10=1728/0-8-0 Max Harz 2=-176(LC 10) Max Uplift 2=-684(LC 12), 10=-684(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4972/3776, 3-5=-4875/4083, 5-6— 2027/1954, 6-7=-1916/1855, 7-9 9-10= 2734/2195 BOT CHORD 2-16=-3130/4416, 15-16=-1282/2089, 13-15=-1279/2036, 12-13=-1646/, 10-12= 1646/2304 WEBS 3-16=-365/620, 5-16= 2440/3034, 5-15=-272/244, 6-15= 5091455, 6-13= 7-13=-544/641, 9-13— 641/702, 9-12=-13/283 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-13 7/2006, 97, NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Bft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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. 1 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 1 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. 1 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 684 lb uplift at joint 2 and 684 lb uplift at joint 10. I 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referericed by the building code. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® 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 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing nn M iTek` 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 223j 4. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13137742 1149533 T29 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:10 2018 Page 1 I D: UMZBJ_Tg 1 fisGTOn_x1 Z8vyRwUv-NgTZ5LdcDBxen_n4as9W ufxCLEX_xKeezM7HuhzoG Eh Scale=1:65.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.33 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BCB 0.91 Vert(CT) -0.73 11-13 >573 240 BCLL 0.0 Rep Stress incr YES W0.89 Horz(CT) 0.29 8 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-SH Weight: 193 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD �BOTCHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. 4-6: 2x6 SP No.2 Rigid ceiling directly applied or 3-1-5 oc bracing. BOT CHORD 2x4 SP No.1 *Except* I WEBS 1 Row at midpt 5-11 13-14,12-13: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-14: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1728/0-8-0, 8=1728/0-8-0 Max Horz 2=-152(LC 10) Max Uplift 2=-659(LC 12), 8— 660(LC 13) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4959/3706, 3-4=-4832/3968, 4-5= 2462/2241, 5-6=-2120/1931, 6-7= 2410/2167, 7-8=-2740/2174 BOT CHORD 2-14=-3060/4402, 13-14=-1616/2532, 11-13=-1663/2471, 10-11=-1627/2307, 8-1 0=-1 628/2309 WEBS 3-14=-311/542, 4-14= 2161/2751, 4-13— 262/198, 5-13=-530/560, 5-11=-523/388, 6-11=-709/790, 7-11=-566/679 I NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, with BCDL=10.Opsf. i 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 659 lb uplift at joint 2 and 660 lb uplift at joint 8. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any Thomas A. Albani PE No.39380 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERAmcE PAGE Mll-7473 rev. 1010312015 SEFORE USE. Design valid for use only with MITeM 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 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M BTek" Is always required for stability and to prevent collapse wilh possible personal injury and property damabe. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSi/TPI I Quality Criferlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabte from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314i Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137743 1149533 T30 Hip 1 1 Job Reference (optional) bunaers rlrstbource, mant Glty, rL 33b66 .l:iU s bep lb zui / MI I ex maustrieS, inc. Mon reD b U/:UZ:11 ZU1tf I D: UMZBJ_Tdg1 fisGTOn_xt Z8vyRwUv-rsOylhdE_U3VP8MH7Zgl QtTMtetvgmznCOtrF -2-0-0 7-8-0 9-0-0, 14-8-0 20-6-0 26-4-0 1 30-6-11 1 35-4-0 , 37-4-0 Scale=1:65.6 7x10 i 3x4 = 46 = 2x4 11 sxa = 2x4 II 4 5 6 7 8 6.00 F12 3 2x4 9 m 0 v 2 16 � 10 0, 0 1 WO= 11 Io '- 14 i3 12 1.5x8 STP = t .5x8 STP = 15 6x8 % 5x6 = 3x6 = 3x4 = 3x6 3.00 F12 3x8 = 7-8-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.36 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.64 15-16 >647 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.30 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 182 lb FT = 20 LUMBER- BRACiNG- TOP CHORD 2x4 SP M 31 'Except` TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. 4-6,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP N0.2 `Except` 2-16: 2x4 SP No.1 WEBS 2x4 SP No 3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1728/0-8-0, 10=1728/0-8-0 Max Harz 2= 129(LC 10) Max Uplift 2= 632(LC 12), 10=-632(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4967/3667, 3-4= 4831/3932, 4-5=-2885/2495, 5-7— 2894/2504, 7-8=-2895/2504, 8-9— 2553/2093, 9-10— 2815/2295 BOT CHORD 2-16=-3022/4413, 15-16— 2176/3307, 14-15= 2005/2899, 12-14= 1471/2230, 10-12= 1804/2405 WEBS 3-16— 336/561, 4-16=-1962/2484, 4-15=-433/179, 5-15=-458/466, 7-14= 419/453, 8-14=-706/911, 8-12= 125/360, 9-12=-280/380 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=31.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) 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 632 lb uplift at joint 2 and 632 lb uplift at joint 10. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referen led by the building code. I Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITekO connectors. This design is based only upon parameters shown, acid 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 membefs 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/TPi1 Quality Cilterfa, 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 1 Job Truss Truss Type Qty Ply T13137744 1149533 T31 HIP GIRDER 1 2 Job Reference (optional) t3wiaers First5ource, f lant Ulty, FL 33bUb o. IOU s oep 10 cU I i IN I en wuuornea, a ic. wivu reU a w.Uc. 10 cu i o rage , ID:UMZBJ_TglfisGTOn_x1Z8vyRwUv-kdGS83hl2jZwtig2MPlhbje1 BFEncd6N7er2auzoGEc -2.0.0 7-0.0 14.8.0 2147-12 1 28.4-0 1 35-4-0 3 le=1:65.6 7-0-0 7-8- 14-8-0 21-7-12 28-4-0 35-4-0 7-0-0 -8- 7-0-0 6-11-12 6-8-4 Plate Offsets (X Y)-- f2:0-4-11 0-1-71 f3:0-5-4 0-2-81 f7:0-4-0 0-1-151 f8:0-3-13 0-1-121 f111:0-4-12 0-4-81 f12:0-4-0,0-3-81,f13:0-5-11,0-2-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.80 Vert(LL) 0.47 12-13 >878 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.62 12-13 >667 240 BOLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.27 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 427lb FT=20% BRACING - LUMBER- TOP CHORD 2x4 SP M 31 `Except` I ITOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins. 3-5,5-7: 2x6 SP No.2 I BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2856/0-8-0, 8=2812/0-8-0 Max Horz 2=-105(LC 32) Max Uplift 2=-1656(LC 8), 8=-1578(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9599/5837, 3-4=-9849/6082, 4-6— 7103/4338, 6-7=-7146/4375, 7-8=-5272/3076 BOT CHORD 2-14=-5264/8651, 13-14=-5307/8709, 12-13=-4543/7424, 11-12= 4459/72i 4, 10- 11 =-2618/4574, 8-1 0=-2619/4589 WEBS 3-13= 2319/3914, 4-13=-1607/2736, 4-12— 1507/1106, 4-11= 180/291, 6-11=-953/829, 7-11 =-1 872/2932, 7-10=-21/603 NOTES- (11) 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, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water poriding. 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 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 1656 lb uplift at joint 2 and 1578 lb uplift at joint 8. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verity deal gn parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, antl 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, seeANSIJTPI I Quality Criterlo, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandda, VA 22314! I 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137744 1149533 T31 HIP GIRDER 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2U1 7 MI 1 eK Inaustrles, Inc. Mon reD b U/:U2:1 b 2U18 Fage Z ID:UMZBJ_Tgl fisGTOn_x1 Z8vyRwUv-kdGS83hl2jZwtig2MPlhbjel BFEncd6N7er2auzoGEc NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 284 lb down and 375 lb up at 7-0-0, 143 lb down and 197lb up at 9-0-12, 143 lb down and 197 lb up at 11-0-12, 94 lb down and 142 lb up at 13-0-12, 671 lb down and 107 lb up at 15-0-12, 124 lb down and 180 lb up at 17-0-12, 136 lb down and 190 lb up at 18-3-4, 136 lb down and 190 lb up at 20-3-4, 136 lb down and 190 lb up at 22-3-4, 136 Ib down and 190 lb up at 24-3-4, and 136 lb down and 190 lb up at 26-3-4, and 256 lb down and 348 lb up at 28-4-0 on top chord, and 268 Ibidown and 166 lb up at 7-0-0, 88 lb down and 30 lb up at 9-0-12, 88 lb down and 30 lb up at 11-0-12, 45 lb down and 35 lb up at 15-0-12, 56 lb down at 17-0-12, 81 lb down at 18-3-4, 81 lb down at 20-3-4, 81 lb down at 22-3-4, 81 lb down at 24-3-4 and 81 lb down at 26-3-4, and 286 lb down and 78 lb up at 28-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-9=-70, 2-13=-20, 12-13=-20, 8-12=-20 Concentrated Loads (lb) Vert: 3— 234(F) 5=-125(F) 7=-190(F) 14=-209(F)4=-4(F)10=-118(F) 15— 137(F) 16— 137(F) 17=-51(F) 18= 104(F) 19=-125(F) 20=-1 25(F) 21=-125(F) 22=-125(F) 23=-63(F) 24= 63(F) 25=-12 27= 7(F) 28=-51(F) 29= 51(F) 30=-51(F) 31=-51(F) 32=-51(F) I ® WARNING - Vedly 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 buliding 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, 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 22314.1 Tampa, FL 33610 ti I Job Truss Truss Type Qty Ply T13137745 1149533 T32 Hip Girder i 1 1 Job Reference (optional) tiumers Hrstsource, Flan Lary, t-L 33b66 -2-0-0 3-0-0 21.16u s bep 10 zu1 I Pill l eK mousules, mc. Nion r-eD o u/:uz:1 I zui a rage i ID:UMZBJ_Tgl fisGTOn_xl Z8vyRwUv-g00DZli?aKpe73pRUgn9gejRH3xU4YpgayK9enzoGE� III-0-A _ 19-0-n 1a-O-n _ Scale =1:33.8 4x6 = 5x81= 4x6 = 6.00 12 3 11 12 4 13 14 5 m 2 N 6 10 15 16 9 17 m T1 18 8 lolo e 6x8 = 2x41 I I US = a e 7 1 1.5x8 STP = I 1.5x8 STP = 3x6 % 3.0 0 12 3x6 3-1-8 8-1-0 13-0-8 16-2-0 3-1-8 4-11-8 1 4-11-8 Plate Offsets (X,Y)-- (2:0-0-10,Edge1,f6:0-0-10,Edge1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.20 9 >908 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.38 9 >485 240 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.17 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight: 73 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins. BOT CHORD 2x4 SP No.2 ;BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=832/0-8-0, 6=832/0-8-0 Max Horz 2=-59(LC 32) Max Uplift 2= 387(LC 5), 6=-387(LC 4) Max Grav 2=995(LC 40), 6=995(LC 41) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2533/892, 3-4= 2245/824, 4-5= 2262/808, 5-6= 2561/875 BOT CHORD 2-10— 737/2258, 9-10= 1342/3696, 8-9= 1342/3696, 6-8=-698/2277 WEBS 3-10= 262/945, 4-10=-1403/725, 4-8= 1405/724, 5-8=-253/953 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18fh Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 lb uplift at joint 2 and 387 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 262 lb down and 152 lb up at 3-0-0, 126 lb down and 33 lb up at 5-0-12, 126 lb down and 33 lb up at 7-0-12, 126 ib down and 33 ib up at 9-1-4, and 126 ib down and 33 ib up at 11-1-4, and 262 ib down and 152 lb up at 13-2-0 on top chord, and 105 Ili down and 42 lb up at 3-1-8, 20 lb down at 5-0-12, 20 lb down at 7-0-12, 20 lb down at 9-1-4, and 20 lb down at 11-1-4, and 105 lb down and 42 lb up at 13-0-8 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). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pif) Vert: 1-3= 70, 3-5=-70, 5-7= 70, 2-10= 20, 8-10=-20, 6-8=-20 Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 0904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEIVREFERANCE PAGE MII-7473 rev. 10I03I2015 BEFORE USE Design valid for use only wllh MITeW connectors. Thls deslgn 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 Informalion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.1 Tampa, FL 33610 Job Truss Truss Type city Ply I T13137745 1149533 T32 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MI I eK Inoustrles, Inc. Mon t-el) b 07:02:1 1 201 U Page 2 I D:UMZBJ_Tgl fisGTon_xl Z8vyRwUv-g00DZli?aKpe73pRUgn9g8jRH3xU4YpgayK9enzoGEa LOAD CASE(S) Standard Concentrated Loads (lb) j Vert: 3=47(B) 5=47(B) 10=-2(B) 8=-2(B) 15=-6(B) 16=-6(B) 17=-6(B) 18=-6(B) ® WARNfNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 1010312015 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 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 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 city, Ply T13137746 1149533 T33 Hip 1 1 Job Reference (optional) aulluers nrsroource, mare arty, rL 330bb 5-0-0 5x8 = 2 6.00 F12 3x4 zz 3.00 f 12 6 4x6 11 0. 1 GU 5 oep 10 Zu 1 I IVII I UK 1[1Uu5me5, Irrc. iviurl ruu a u/sues 10 eu 10 rays I I D: UMZBJ_T91 fisGTOn_x1 Z8vyRwUv-8Cxbm4jdLexVkCOd2XIO DLGYTTLsp65ppc3iADzoGEZ 11-2-0 16-2-0 5-1-8 1 11-0-8 4x6 = 3 5 5x8 = 16-2-0 Scale =1:27.4 4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.79 Vert(LL) 0.13 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.24 5-6 >795 240 BOLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.14 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 63 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=722/Mechanical, 4=722/Mechanical Max Harz 1=-63(LC 8) Max Uplift 1= 262(LC 12), 4=-262(LC 13) CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 2088/1614, 2-3=-1821/1566, 3-4=-2095/1619 BOT CHORD 1-6= 1330/1834, 5-6=-1308/1813, 4-5= 1335/1841 WEBS 2-6=-315/572, 3-5= 313/570 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=181t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 262 Ito uplift at joint 1 and 262 lb uplift at joint 4. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 0 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, antis 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 �A �p ele Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the IVO� 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 223141 Tampa, FL 33610 Job Truss Truss Type City Ply T13137747 1149533 T34 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 i 3x6 = 3.00 12 7-1-8 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:19 2018 Page 1 I D:UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-cPVz_OkF6y4MMMzpbFpolZpjsse8Yaiyl GpGjfzoGEY LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.21 1-6 >929 360 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.34 1-6 >562 240 BCLL 0.0 Rep Stress incr YES WB 0.19 Horz(CT) 0.13 4 n/a rl/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 `Except` 2-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=722/Mechanical, 4=722/Mechanical Max Harz 1=85(LC 9) Max Uplift 1= 285(LC 12), 4= 285(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1861/1408, 2-3=-1575/1416, 3-4— 1861/1408 BOT CHORD 1-6=-1100/1614, 5-6=-1070/1575, 4-5=-1100/1614 WEBS 2-6=-284/502, 3-5=-284/502 7-0-0 Scale=1:27.4 m 3x6 = PLATES GRIP MT20 244/190 Weight: 57 lb FT = 20% ITOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. , BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3:Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 285 lb uplift at joint 1 and 285 lb uplift at joint 4. 8) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 101032015 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 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/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Ptate. Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314; Tampa, FL 33610 Job Truss Truss Type City Ply T13137748 1149533 T35 Scissor 3 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 3 6.00 12 4x6 ; 3.00 12 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:19 2018 Page 1 ID:UMZBJ_Tg1 fisGTOn_x1 Z8vyRwUv-cPVz_QkF6y4MMMzpbFpolZpnzsdGYX2y1 GpGjfzoGEY 16-2-0 Scale=1:28.4 = a 6 3 rm 0 4x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.55 BC 0.84 WB 0.36 Matrix-SH DEFL. in Vert(LL) 0.23 Vert(CT) -0.37 Horz(CT) 0.12 (loc) Udefl Ud 1-4 >826 360 3-4 >519 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 55 lb FT = 20% LUMBER- jBRACING- TOP CHORD 2x4 SP M 31 iTOP CHORD Structural wood sheathing directly applied or 4-6-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=722/Mechanical, 3=722/Mechanical Max Harz 1=-98(LC 10) Max Uplift 1= 294(LC 12), 3=-294(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1787/1344, 2-3=-1787/1344 BOT CHORD 1-4=-1028/1545, 3-4=-1028/1544 WEBS 2-4=-545/958 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3 Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294 lb uplift at joint 1 and 294 lb uplift at joint 3. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II--7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is Lased 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. Addilional temporary and permanent bracing Wek' 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.I Tampa, FL 33610 Job Truss Truss Type Oty Ply T13137749 1149533 T36 Roof Special Girder 1 2 Job Reference (optional) uuncterS rlrstbource, rlant taty, t-L S3bbb 4-3-6 1 7-5-11 7-11 2x4 11 1 22 5x12 = 232 24 2x4 11 325 26 3x4 = 5x6 W B = 45 27 28 291 37 38 39 16 40 41 8x10 = 3x4 = 21 1918 34 3520 36 6x8 = 9x6 = 2x4 II a.i JU s bep I b GUI t MI I eK mausirieS, Inc. Mon f-el) b U1:UZ:Z4 ZUI a rage I 3TOn x1Z8wRwUv-zMJsl8o0wUifS7sn0oPoScWY0tMXDemiBYW10tzoGET 3x4 = 4x6 = 2x4 II 6 7 8 IL42 43 Bx14 MT20HS = 1413 2x4 11 Scale=1:56.2 4x12 = 2x4 II 30 31 9 32 33 10 In 44 45 1246 47 11 34 = 6x8 = LOADING (psf) SPACING- 2-0-0 CS1. I DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.84 15-16 >461 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Veit(CT) -1.12 15-16 >345 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.91 Horz(CT) 0.47 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 386lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, 5-7: 2x4 SP M 31 i except end verficafs. BOT CHORD 2x4 SP N0.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-11-1 oc bracing. 15-17: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 2-17,9-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 21=2971/Mechanical, 11=2946/Mechanical Max Uplift 21=-1772(LC 4), l l=-1741(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9097/5519, 3-4= 9193/5573, 4-6=-12833/7658, 6-8= 11018/6654, 8-9 =-10857/6566 BOT CHORD 20-21— 1903/3167, 16-17=-7383/11925, 15-16= 7931/12844, 11-12= 1906/3212 WEBS 2-21=-4134/2486, 2-20=-1311/967, 17-20=-2031/3372, 2-17=-4165/6832, 12-15=-1841/3097, 9-15= 4910/8054, 9-12=-585/588, 9-11— 4210/2498, 8-15=-438/392, 4-17=-3076/2038, 4-16=-310/1267, 6-16— 13/441, 6-15=-2056/1438 NOTES- (11) 1) 2-ply truss to be connected together with IOd (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18fh Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1772 lb uplift at joint 21 and 1741 lb uplift at joint 11. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 101032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, andils 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 Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13137749 1149533 T36 Roof Special Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:24 2018 Page 2 I D:UMZBJ_Tgi fisGTOn_xt Z8vyRwUv-zMJsl8oOwUifS7snOoPoScWYOtMXDemiBYW 1 OtzoGET NOTES- (11) 1 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)136 lb down and 169 lb up at 1-9-11, 136 lb down and 169 lb up at 3-9-11, 136 Ito down and 169 lb up at 5-9-11, 143 lb down and 176 lb up at 7-9-11, 143 lb down and 176 lb up at 9-9-11, 143 Ito down and 176 lb up at 11-9-11, 143 lb down and 176 lb up at 13-9-11, 143 lb down and 176 lb up at 15-9-11, 143 lb down and 176 lb up at 16-7-4, 143 lb down and 176 lb up at 18-7-4, 143 lb down and 176 lb up at 20-7-4, 136 lb down and 169 lb up at 22-7-4, 136 lb down and 169 lb up at 24L 7-4, 136 lb down and 169 lb up at 26-7-4, and 136 lb down and 169 lb up at 28-7-4, and 136 lb down and 169 lb up at 30-7-4 on top chord, and 81 lb down at 1-9-111, 81 lb down at 3-9-11, 81 lb down at 5-9-11, 88 lb down and 30 lb up at 7-7-7, 88 lb down and 30 lb up at 9-9-11, 88 Ito down and 30 lb up at 11-9-11, 88 Ito down and 30 lb up at 13-9-11, 88 lb down and 30 lb up at 15-9-11, 88 Ito down and 30 lb up at 16-7-4, 88 lb down and 30 lb up at 18-7-4, 88 lb down and 30 lb up at 20-7-4, 81 lb down at 22-0-15, 81 lb down at 24-7-4, 81 lb down at 26-7-4, and 81 lb down at 28-7-4, and 81 lb down at 30-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-10=-70, 18-21=-20, 15-17=-20, 11-14=-20 Concentrated Loads (lb) Vert: 5=-137(B)15=-51(B)19= 63(B) 8=-125(B) 7=-137(B) 6=-137(B) 22= 125(B)23=-125(B) 24=-125(B) 25=-137(B) 26=-137(B) 27=-137(B) 28=-137(B) 29- 137(B) 30=-125(B) 31=-125(B) 32_ 125(B)33=-125(B) 34=-51(B) 35=-51(B)36= 51(B)37=-63(B) 38= 63(B) 39=-63(B)40- 63(B) 41 =-63(B) 42=-63(B) 43=-63(B) 44=-51(B) 45=-51(B) 46=-51(B) 47=-51(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 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 temporaryand 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 Cdf4ria, DSB-89 and 8CSi 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 i city Ply T13137750 1149533 T37 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:25 2018 Page 1 I D: UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-RYtEFUoOhoq W4H RzyVwt ?g3i3Hgjy7GrOCGawJzoGES 7-5-11 7-10�15 14-11-15 22-0-15 22-6 3 27-2-15 32-4-15 7-5-11 0-5-4 7-1-0 7-1-0 0-5-4 4-8-12 5-2-0 Scale=1:55.8 7-5-11 7-10i15 14-11-15 22-0-15 2$-6r3 27-2-15 32-4-15 7-5-11 0-5-4 7-1-0 7-1-0 0-524 4-8-12 5-2-0 Plate Offsets (X,Y)--f3:0-5-0,Edgel,f5:0-3-0,Edgel,f13:0-3-12,0-3-01,f15:0-6-8,0-3-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.49 14 >783 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.78 13-14 >497 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.39 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 202lb FT=20% LUMBER- IBRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins, BOT CHORD 2x4 SP No.2 `Except` except end verticals. 13-15: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-3-12 oc bracing. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 1-15, 2-14, 7-13, 7-9 1-15,7-13: 2x4 SP No.2 i OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 18=1455/Mechanical, 9=1453/Mechanical Max Uplift 18=-696(LC 8), 9= 696(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1372/1153, 1-2= 3528/2792, 2-4=-4921/3819, 4-6=-4921/3819, 6-7=,+ivo/3294 BOT CHORD 14-15=-2822/3566, 13-14=-3321/4227, 9-10=-1083/1394 WEBS 1-15= 2913/3673, 2-14= 1048/1425, 4-14=-535/587, 6-14=-524/730, 10-13=-1159/1492, 7-13=-2477/3137, 7-10= 509/523, 7-9= 1861/1446, 2-15=-994/935, 6-13=-1 56/636 NOTES- (B) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anylother 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 696 lb uplift at joint 18 and 696 lb uplift at joint 9. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.393B0 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verify 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 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 thus 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, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137751 1149533 T38 Roof Special 1 1 Job Reference (optional) CUIIaerS t-irsibource, Mani Gny, rL JJObb 7-1-0 0.1JU5OeiJ 10eVII IVIIIUKIIIUUSaleri, Iriu. rviuii rev our:ue;Gi &uso rage i IZBJ_Tgl fisGTOn_x1 ZBvyRwUv-Nx_?f9gGDP4DJbaM3wyV4F84d5NHQ3s8tVlh?CzoGEQ 22-0-15 22-6r3 27-2-15 32-4-15 Scale=1:56.9 3x4 = 3x8 MT20HS = 5x12 = 3x4 = 5x6 WB= 2x4 II 3x4 = 5x12 = 2x4 II 1 2 3 4 5 6 7 8 18 17 16 1 12 11 10 9 3x8 = 2x4 II 2x4 II 3x6 = 6x8 = 15 27-2-15 32.4-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.39 14 >983 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.63 13-14 >615 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.70 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 214lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP N0.2 *Except* i except end verticals. 13-15: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-8-6 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 1-15, 2-14, 7-13, 7-9 1-18,8-9,1-15,7-13:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1457/Mechanical, 20=1425/Mechanical Max Uplift 9=-698(LC 8), 20=-682(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2976/2353, 2-4=-4112/3192, 4-6=-4112/3192, 6-7=-3505/2753 BOT CHORD 14-15=-2368/2995, 13-14=-2769/3525, 9-10=-891/1146 WEBS 1-15=-2442/3083, 2-14= 885/1200, 4-14=-535/588, 6-14— 455/632, 10-13= 1005/1293, 7-13= 2181/2763, 7-10=-524/534, 7-9= 169111314, 6-13=-665/643, 2-15=-992/929, 1-20=-1450/1132 I NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 698 lb uplift at joint 9 and 682 lb uplift at joint 20. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. m r N Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll--7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and 1s 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 aril/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 fobrlcallon, 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..1 Tampa, FL 33610 Job Truss Truss Type aty Ply T13137752 1149533 T39 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:28 2018 I D:UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-r7YNtVrurC4x19YdeUkdSgChVi29S4H69UEX Scale=1:56.6 15 14 131 9 8 7 3x8 = 2x4 11 2x4 11 6x8 — 6-7-10 ' 1-4-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 1.00 BC 0.73 WB 0.95 Matrix-SH DEFL. in (loc) Udefl L/d Vert(LL) 0.29 11 >999 360 Vert(CT) -0.52 10-11 >750 240 Horz(CT) 0.33 7 n/a n/a PLATES MT20 MT20HS Weight: 234lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-6: 2x6 SP No.2, 3-5: 2x4 SP M 31 bOT CHORD Rigid ceiling directly applied or 4-5-13 oc bracing. BOT CHORD 2x4 SP No.2 `Except` WEBS 1 Row at midpt 1-12, 2-11, 6-10 10-12: 2x4 SP No.1, 7-9: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except' 1-15,1-12,6-7,6-10: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=1465/Mechanical, 17=1426/Mechanical Max Horz 17=-262(LC 13) Max Uplift 7= 558(LC 8), 17= 676(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2586/1966, 2-4=-3562/2775, 4-5=-3564/2773, 5-6=-3286/2387, 6-7= 1417/1235 BOT CHORD 11-12=-1558/2597, 10-11=-1936/2865 1 WEBS 1-12=-1958/2735, 2-11=-876/1054, 4-11=-551/606, 5-11= 484/757, 5-10= 213/621, 6-10=-1735/2642, 2-12=-980/950, 1-17=-1432/1154 NOTES- (8) 1 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 558 lb uplift at joint 7 and 676 lb uplift at joint 17. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verity 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 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/TPI1 Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. I Tampa, FL 33610 i Job Truss Truss Type Oty Ply T13137753 1149533 T40 Roof Special 1 1 Job Reference (optional) builders mrsi6ource, Ylant Ufy, rL JJSbb 4x6 = 1 6x8 = 4x10 MT20HS = 2 3 a. I Ju J oup IQ 4V , ! ml I m IIIUU 'CO, Illy. .Y ', - : V/ -a. GV I V , V. 1 ID:UMZBJ_Tg1 fisGTOn_xt ZBvyRW Uv-JK614rrXIOKxZvkkBL?z9gDPbuOHuv2RLpEn34zoGEC 7.4-15 21-4-15 24-4-6 32-4-15 6-8.7 4-0-0 2-11-7 8-0-9 Scale=1:56.1 4 6x8 = 13 10 9 8 7 2x4 12x4 11 5x8 = 4x6 II 10-8-8 17-4-15 17r1%3 21-4-15 24-4-6 32-4-15 10-8-8 6-8-7 0-5-4 3 6-12 2-11-7 8-0-9 Plate Offsets (X Y)-- f3-0-3-8 0-4-41 f4:0-4-0 0-1-151 16:Edge 0-1-121 f7:Edge 0-3-81 f11:0-2-0 0-3-01 i15:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.27 13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.61 13 >627 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-SH Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 *Except* 1 2-2-0 oc bracing: 12-15. 14-16: 2x4 SP No.1 WEBS 1 Row at midpt 1-16, 3-11, 6-8 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 1-15 1-15,3-11,6-7: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 11 REACTIONS. (lb/size) 16=1449/Mechanical, 7=1450/Mechanical Max Harz 16=-311(LC 13) Max Uplift 16=-687(LC 8), 7= 532(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1358/1214, 1-3=-2082/1741, 3-4=-1949/1712, 4-5= 2202/1864, 5-6= 11783/1393, 6-7=-1371 /1171 BOT CHORD 15-16=-140/471, 12-15=-1248/2082, 11-12— 1248/2082 WEBS 1-15=-1937/2304, 3-15=-821/969, 3-11=-309/226, 4-11= 474/598, 5-11=-29I1/721, 5-8=-1176/940, 6-8=-968/1417, 8-11=-1242/1728 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0ps1; h=18fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MIN 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 687 lb uplift at joint 16 and 532 lb uplift at joint 7. 9) This manufactured product is designed as an individual building component. The suitability and.use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verity 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 Mfrek® 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 Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate InstItute, 218 N. Lee Street- Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137754 1149533 T41 Roof Special 1 1 i Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:30 2018 Page 1 I D:UMZBJ_Tg1 fisGTOn_xl ZBvyRwUv-nWg71Bs9W KSoA2Jwl3WCitmadiNkdOeaZTzLcWzoGEN 9-8-8 17-4-15 19-4-15 , 24-41 32-4-15 9-8-8 7-8-7 2.0.0 4-11-8 8-0-8 Scale=1:57.1 4x6 = 7xl0 = 6x8 = 9 8 7 6 2x4 11 5x8 = 4x6 11 9-8-8 17-4-15 19.4-15 24-4-7 32-4-15 9-8-8 7-8-7 2-0-0 4-11-8 8-0-8 Plate Offsets MY)— f2:0-5-0,0-4-81, f3:0-4-0,0-1-151, f5:Edge,0-1-121, f6:Edge,0-3-81, f10:0,-2-8,0-2-121, f12:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.24 10-12 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.54 10-12 >716 240 BCLL 0.0 Rep Stress incr YES WB 0.82 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-SH Weight:221 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except" TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 `Except` 6-5-3 oc bracing: 10-12. 11-13: 2x4 SP No.1 WEBS 1 Row at midpt 1-13, 5-7, 2-10 WEBS 2x4 SP No.3 `Except` 2 Rows at 1/3 pts 1-12 5-6: 2x4 SP No.2 REACTIONS. (lb/size) 13=1460/Mechanical, 6=1465/Mechanical Max Harz 13= 369(LC 13) Max Uplift 13=-680(LC 8), 6=-532(LC 13) Max Grav 13=1482(LC 2), 6=1465(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-1 3=-1 380/1230, 1-2=-1658/1392, 2-3=-1774/1576, 3-4=-2047/1662, 4-5=-1808/1374, 5-6=-1387/1157 BOT CHORD 12-13=-184/571, 10-12— 827/1675 WEBS 2-12=-880/1007, 3-10=-302/525, 4-7— 803/696, 5-7=-953/1444, 4-10=-1541392, 7-10=-1116/1604, 1-12= 166411975 , NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & Iv1W 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, 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 680 lb uplift at joint 13 and 532 lb uplift at joint 6. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 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 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. Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty ply T13137755 1149533 T42 Roof Special 1 1 I Job Reference (optional) F3uuders t-irstbource, 1--_ 2x4 11 1 Niant (:Ity, rL 33b66 9-0-0 3x4 = 4x6 = 2 3 15 16 14 13 6x8 = 3x6 = 3x4 = 9-0-0 a.13U s bep 10 ZU1 I IVII I OK Inausrrles, Inu. rviun reu o ul:uZ:o I Zu I o rage i Tg1 fisGTOn_x1 ZBvyRwUv-GiEW VXtnHeafoCu71ml RE5111 iISMoljo7juBzzoGEM 24-4-7 32.4-15 6-6-4 8-0-8 6.00112 46x8 4x6 5 5x6 6 Scale=1:62.4 / 5x6 7 17 12 `7 0 613 a o. 1 I N N 10 9 8 11 3x6 11 2x4 11 Sx8 8-0.8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.17 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.40 12-13 >969 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, I 4-5: 2x4 SP No.2, 5-7: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. 12-14: 2x4 SP No.1 WEBS 1 Row at midpt 7-9, 4-13 WEBS 2x4 SP No.3 "Except' 2 Rows at 1/3 pis 2-15 7-8: 2x4 SP No.2 REACTIONS. (lb/size) 15=1449/Mechanical, 8=1450/Mechanical Max Horz 15=-424(LC 13) Max Uplift 15=-683(LC 8). 8= 542(LC 13) Max Grav 15=1461(LC 2), 8=1450(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-249/270, 2-4= 1390/1175, 4-6=-1937/1551, 6-7=-1799/1369, 7-8=-1377/1146 BOT CHORD 13-15_ 500/1386, 12-13=-838/1646 1 WEBS 9-12= 1101/1585, 6-12= 108/309, 6-9=-714/658, 7-9=-964/1452, 4-12=468/671, 2-15=-179311528, 2-13— 190/593, 4-13=-399/436 I NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, with BCDL = 10.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:683 Ito uplift at joint 15 and 542 Ito uplift at joint 8. 7) This manufactured product is designed as an individual building component. The suitabilityland use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i m 0 d) Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verity 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 fabrication, storage, delivery, erection and bracing of trusses and Iruss systems, se.eANSI/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 T13137756 1149533 T43 Hip I 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:32 2018 Page 1 ID:UMZBJ_TglfisGTOn_x1Z8vyRwUv-kvoujtuP2xiWQMTJsUYgnlrwc6435Let1 nSSgPzoGEL 17-10-3 5x6 = 6x8 L Scale = 1:65.6 6.00 12 2 g 2x4 11 4 4x6 i 3x4 1 5 3x4 6 o o 5X6 7 16 13 I 17 12 Y ioo 15 14 5X8 3X6 11 5x8 = 5x6 = N 10 g g 11 3X6 11 2x4 11 5xB _ 77-70-3 6-7-15 15-4.15 17-4.15 24.4.7 32-4-15 6-7-15 8-9-0 2.0=0 0 5- 6E-0 8-0-8 Plate Offsets (X Y)-- 11:0-3-0 0-1-8j 12:0-3-0 0-2-7j 13:0-4-0 0-1-15),17:0-3-0,0-1-8),112:0-P-8,0-2-12j,j15:0-4-8,0-1-e1 LOADING (pso SPACING- 2-0-0 CSI. I DEFL. in (IOc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 I Vert(LL) -0,23 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.43 12-14 >900 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.05 8 n/a rda BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 242lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 2-3: 2x6 SP No.2, 5-7: 2x4 SP No.1 1 except end verticals. BOT CHORD 2x6 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11: 2x4 SP No.2 I 8-9-0 oc bracing: 12-14. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 2-14, 3-14, 9-12, 1-15, 1-14, 7-9, 4-10, 7-8: 2x4 SP No.2 3-12 REACTIONS. (lb/size) 15=1448/Mechanical, 8=1449/Mechanical Max Horz 15=-368(LC 13) Max Uplift 15=-489(LC 13), 8=-582(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1135/975, 2-3=-936/1025, 3-4=-1803/1835, 4-6=-1907/1656, 6-7=-1796/1447, 1-15=-1415/1243, 7-8=-1375/1201 BOT CHORD 14-15— 143/441, 12-14=-705/1379 WEBS 3-14= 662/621, 9-12= 1166/1565, 6-12= 71/257, 6-9=-675/673, 1-14=-891/1182, 7-9— 1033/1446,4-12=-246/394,3-12=-842/912 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;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 mem bets, with BCD = IO.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,489 lb uplift at joint 15 and 582 lb uplift at joint 8. 8) This manufactured product is designed as an individual building component. Thesuitabilityprid use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® 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 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 [wilding 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 fusses and in=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. Alexandda VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply I T13137757 1149533 T44 Piggyback Base 1 1 Job Refererice (optional) Builders FirstSource, Plant City, FL 33566 1 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:33 2018 Page 1 I D: UMZBJ_Tg 1 fiSGTOn_Xl Z8vyRwUv-05MGwDv1 p FqN 1 W 2VQB3vKW 04p W N6gpwOGRC?CrzoGEK 6.8-0 11-0-7 15-4-14 21-7-8 1 27-5-6 32-4-15 , 34-4-15 , 4-4-7 ' 1 6-2-10 15-9-15 14-11-9 . 2-0-0 Scale=1:58.5 5x6 = 3x4 = 5x6 = 6.00 12 2 3 4 4x6 3x6 11 5x8 = 46 = 3x8 = 1 4x6 = 3x4 = 15-4-14 LOADING (psf) SPACING- 2-0-0 CS1. IDEFL. in (loc) Well Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.91 !Vert(LL) -0.26 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 IVert(CT) -0.43 13-15 >900 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH I Weight: 212lb FT=20% LUMBER- i BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, 2-4: 2x6 SP No.2 I except end verticals. 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 2-15, 3-15, 5-13, 1-16, 1-15 SLIDER Right 2x4 SP No.3 2-4-11 REACTIONS. (lb/size) 16=1439/Mechanical, 9=1606/0-4-0 I Max Harz 16=-420(LC 13) Max Uplift 16=-487(LC 13), 9=-669(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1100/966, 2-3900/1009, 3-41385/1449, 4-5=-1657/1494, 5-7=-2404 = =/1992, 7-9= 2681/2172, 1-16=-1387/1247 BOT CHORD 15-16=-164/599, 13-15=-446/1219, 11-13=-1227/1906, 9-11= 1715/2306 WEBS 3-15=-737/630, 3-13=-305/457, 4-13_ 247/396, 5-13= 711/850, 5-11=-256/463, 7-11=-332/468, 1-15=-886/1144 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, 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 487 lb uplift at joint 16 and 669 lb uplift at joint 9. i 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. m 0 cb m MI60 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verity 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 MITek® connectors. this design Is based only upon parameters shown, and Is jor 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. Addilional 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 Cdteric, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 I Job Truss Truss Type city Ply T13137758 1149533 T45 Piggyback Base ! 5 1 I Job Reference (optional) eruuaers r-rrstoource, riant i,rty, rL aa000 6-8-0 6-8-0 6x8 = 6.00 12 2 4x6 5x6 = 3 o. r ou a ocN i s ev r r-,, en -u—n—,u - - U. I D:U MZBJ_Tg 1 fisGTOn_xi ZSvyRwUv-8UTOLuwHLs55HgBuXc6N PxTReJ69HeYJjlh6HkzoGEl 4.6-0 1-0-0 2-2-0 ' 2-0-0 Scale: 3/16"=1' M 0 Iq 0 3x6 11 3x4 = 3x6 — 3x8 = 12.00 12 5x6 \\ Sx8 = 3x6 = 5 29-2-15 LOADING (psf) SPACING- 2-0-0 CSI. IDEFL. in (lot,) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 IUert(LL) 0.30 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.52 16-18 >744 240 BCLL 0.0 Rep Stress incr YES WB 0.84 Horz(CT) 0.26 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 224 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc purlins, 2-3: 2x6 SP No.2 ' except end verticals. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied or 3-10-8 oc bracing. 8-14: 2x4 SP M 31 WEBS 1 Row at midpt 2-18, 2-16, 4-15, 1-19, 1-18 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 19=1 431 /Mechanical, 9=1611/0-8-0 Max Horz 19=-420(LC 13) Max Uplift 19=-483(LC 13), 9=-671(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1098/963, 2-3= 1368/1437, 3-4=-1582/1525, 4-6=-2377/1964, 6-7=-3256/2567, 7-8=-6030/4542, 8-9= 2381/1848, 1-19— 1382/1240 1 BOT CHORD 18-19=-166/601, 16-18=169/963, 15-16=-938/1667, 14-15— 1215/2194, i 13-14= 1987/2892, 12-13=-3589/4909, 8-12=-2727/3737, 11-12— 178212524; 9-11=-1369/1927 WEBS 2-18=-555/623, 2-16=-576/685, 3-16= 209/343, 4-16=-650/764, 4-15=-1406/778, 7-12= 931/1484, 8-11 =-I 904/1399, 1-18=-889/1141, 4-14=-1295/2047, 6-14=-1011/962, 6-13= 292/541, 7-13= 2036/1618 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, with BCDL = I O.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 483 lb uplift at joint 19 and 671 lb uplift at joint 9. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® 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 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 fabricatlon, 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. 1 Tampa, FL 33610 Job Truss Truss Type Qty Ply k I T13137759 1149533 T46 Piggyback Base 11 1 I Job Reference (optional) bullaors rlrstbource, Plan[ city, I-L 33b66 6-8-0 4-4-7 5x6 = 6.00 13x4-2 = 2 3 4x6 i 1 B.130 s Sep 1 b 2011 MI I eK Inaustnes, Inc. Mon Feb b 07:02:36 2018 Page 1 ID:UMZBJ_TglfisGTOn_x1Z8vyRwUv-cg1 PYExw5ADyvzm45Jdcx80bcjQ10BfTyPQfpAzoGEH 5-4-14 18-9-11 19r2;15 24-6-15 31-4-3 4-4-7 3-4-13 015-4 5-4-0 6-9-4 Scale=1:57.9 6x8 = 4 2x4 11 5 16 15 i4 19 20 3x6 II 3x4 = 5x8 = 6-8-0 1 8.8-14 10, 5X8 = 131 12 11 5x8 2x4 II 5x12 = 6 LOADING (psi) SPACING- 2-0-0 CS1. IDEFL. in (loc) Udefl Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.88 IVert(LL) -0.25 13-14 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.46 13-14 >805 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 IHorz(CT) 0.10 18 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 `Except` TOP CHORD 2-4: 2x6 SP No.2 I BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 `Except* WEBS 7-8: 2x4 SP No.1 i OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 16=1393/Mechanical, 18=1354/0-6-15 Max Horz 16=-145(LC 13) { Max Uplift 16=-459(LC 12), 18=-545(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1062/910, 2-3= 866/959, 3-4=-1288/1316, 4-5=-2084/1989, 5-6=-2105/7720, 6-7=-276/225, 8-17=-864/1146, 7-17=-864/1146, 1-16=-1343/1180 j BOT CHORD 13-14=-812/1163, 9-1 0=-1 97712456, 8-9= 1973/2462 WEBS 3-14=-691/569, 3-13=-188/325, 4-13=-449/462, 10-13=-898/1295, 4-10= 1222/1240, 6-10=-735/646, 6-9=0/258, 6-8=-2436/1948, 1-14=-821/1093, 5-10= 360/561 7-18=-1531/1241 i 6x8 = 5x12 = 7 PLATES GRIP MT20 244/190 Weight: 230 lb FT = 20% Structural wood sheathing directly applied or 3-1-11 oc puriins, except end verticals. Rigid ceiling directly applied or 4-0-14 oc bracing. 1 Row at midpt 2-14, 3-14, 4-13, 4-10, 6-8, 1-16, 1-14 NOTES- (9) i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 Wit fit between the bottom chord and any other members, with. BCDL = 1 O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 18 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 459 lb uplift at joint 16 and 545 lb uplift at joint 18. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cott 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED miTEKREFERANCE PAGEMII-7473 rev. 10/03/2015 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 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 Cdterld, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrlo, VA 22314. Tampa, FL 33610 m 0 47' Job Truss Truss Type Oily Ply T13137760 1149533 T47 Piggyback Base 1 1 Job Reference (optional) vin- ­ y, 11 0. IOU S OeP 10 zU1 r IVII I eK mausines, Inc. Ivion reD b Uf:VZ:JI zul is rage 1 I D: UMZBJ_Tg 1 fisGTOn_xl ZBvyRwUv-4sbnmayYsU Lp W 7LHf18rUMYlz7ooldmcA3ADLczoGEG 6-8-0 11-0-7 - 15-4-14 22-6.15 29-6-0 6-8-0 4.4-7 4-4-7 7-2-1 6-11-1 4x6 = 3x4 _ 46 = 6.00 FIT 2 3 4 TP = 14 12 11 15 10 119 8 7 3x6 3x8 = 3x4 = 3x8 = 2x4 11 4x6 = 6-8-0 15-4-14 1 22-6-15 29-6.0 6-8-0 _ 8-8-14 7-2-1 6-11-1 Scale=1:54.9 Cl) 0 0 C0 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 iVert(LL) -0.22 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 -0.35 9-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 IVert(CT) iHorz(CT) 0.16 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 205lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-5: 2x4 SP No.1 1except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-11, 3-11, 5-9, 5-7, 1-12, 1-11 6-7: 2x4 SP No.1 1 OTHERS 2x8 SP 240OF 2.0E I REACTIONS. (lb/size) 12=1311/Mechanical, 14=1264/0-5-2 Max Horz 12=-89(LC 8) 1 Max Uplift 12=-432(LC 12), 14=-506(LC 13) 1 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1010/859, 2-3=-814/909, 3-4= 1144/1187, 4-5=-1390/1158, 7-13=-818/1067, 6-13=-818/1067, 1-12— 1255/1102 BOT CHORD 9-11=-784/1047, 8-9=-1155/1408, 7-8=-1153/1411 WEBS 3-11=-580/463, 3-9= 167/276, 4-9= 65/268, 5-9— 332/358, 5-8=0/265, 5-7=-1592/1302, 1-11=-736/1005, 6-14=-1322/1074 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 14 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 12 and 506 lb uplift at joint 14. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M➢-7473 rev. 10/032015 BEFORE USE. -- Design valid for use only wifh MITek0 connectors. This design Is biased 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 always required for stability and to prevent collapse wifh possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss system% seeANSIAPI 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 city Ply i T13137761 1149533 T48 Piggyback Base 1 1 1 Job Reference (optional) bulloerS hlrst50Urce, mant Gny, t-L 0000b Ia.l JU s oep 1 o zul i ivii I eK mausirles, Inc. ivion reD b ul:u;emu ZU7 a rage] ID:UMZBJ_TglfisGTOn_x1Z8vyRwUv-1 FjXBGroO5bWmRVfmSAJZne5SwPZDQQveNfJQVzoGEE 11-0-7 15-4-14 20-6-15 21-10-q 24-11-15 29-6-15 6-8-0 4-4-7 4-4-7 5-2-1 1-3-1 3-1-15 4-7-0 4x6 = 3x4 = 15x8 6.00 F12 2 3 4 4x6 rP = 15 14 a ,J I 12 11 rV 3x6 11 3x6 = 3x8 = 5x8I = 2x4 11 I Scale = 1:55.4 6-8-0 15-4-14 20-6-15 21-10-q 29-6-15 6.8-0 8-8-14 5-2-1 1-3-1 7-8-15 Plate Offsets (X,Y)-- 11:0-3-0,0-1-81, 12:0-3-8,0-2-01, (4:0-5-4,0-2-81, (9:0-2-12,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.25 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.55 8-9 >633 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-SH Weight: 213lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, BOT CHORD 2x4 SP No.2 I except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-8: 2x6 SP No.2 WEBS I 1 Row at midpt 2-14, 3-14, 4-12, 1-15, 5-11, 4-9, 6-8 REACTIONS. (ib/size) 8=1328/0-8-0, 15=1319/Mechanical I Max Horz 15=95(LC 12) j Max Uplift 8=-537(LC 13), 15= 441(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 1 TOP CHORD 1-2= 1018/841, 2-3=-821/893, 3-4= 11.52/1142, 4-5= 3272/2764, 5-6=-2713/2212, 1-15=-1264/1082 BOT CHORD 12-14=-854/1059, 8-9— 1398/1657 WEBS 3-14=-592/448, 4-12=-638/626, 9-12=-1015/1286, 1-14=-716/1014, 5-9=-1749/1610, 4-9=-2042/2417, 6-9= 1004/1301, 6-8— 1940/1677 1 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, with BCDL = IO.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 537 lb uplift at joint 8 and 441 lb uplift at joint 15. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL'Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 5,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 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 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 SCSI Building Component 6904 Parke East Btvd. Safety Information available from Truss Plate Insfikrte, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 1 Job Truss Truss Type Qty Ply T13137762 1149533 T49 Monopitch 2 1 Job Reference (optional) tluaerS hIrSlSOurce, Niant Glty, t-L'J3bbb I OXO — 5-9-11 mi Ju s oep it) eu i r ivu i eK muubuieb, inc. rviun reu o ur:ucoa ev ro raye i D: UMZBJ_Tg 1 fisGT0n_xl Z8vyRwUv-1 FjXBGro05bW mRVfmSAJZne7JwVi Dd 1 veNfJQVzoGEE 8-9-12 4 6x8 = Scale=1:31.4 8-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.15 2-5 >667 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.30 2-5 >335 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 43 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 i except end verticals. WEBS 2x4 SP No.3BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. REACTIONS. (ib/size) 5=351/0-5-12, 2=567/0-8-0 Max Horz 2=299(LC 12) Max Uplift 5= 232(LC 12), 2— 221(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-360/116 BOT CHORD 2-5=-410/314 WEBS 3-5=-416/573 NOTES- (5) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 5 and 221 lb uplift at joint 2. 1 5) This manufactured product is designed as an individual building component. The suitability, and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/032016 BEFORE USE. Design valid for use only with Mi1ekO connectors. This design is based only upon parameters shown, and Is for an Individual building component not � a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage.; For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 T13137763 1149533 T50 Monopitch 1 1 Job Reference (optional) auuaers r-rrsraource, mane city, rL JJbbb 2.0-0 u.1 du s z)ep 1b Zu1 / mI I eK mausmes, Inc. rvlon reD b u/:uz:4u zul t3 rage 1 I D: UMZBJ_Tg 1 fisGTOn_x1 Z8vyRwUv-VRHvOc_Q9Pj N Nb4rK9hY6_Al3KxNy2K2t1 OtyxzoGED 4-6-5 4 6X8 = Scale: 3/8"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.02 2-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 2-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 53lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 Iexcept end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. REACTIONS. (lb/size) 5=408/0-7-6, 2=618/0-8-0 Max Horz 2=334(LC 12) Max Uplift 5=-269(LC 12), 2=-236(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-540/196 BOT CHORD 2-6=-548/501, 5-6= 548/501 WEBS 3-5=-582/633 I NOTES- (5) 1) Wind: ASCE 7-10; VUIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD L=3.Oplsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 I 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 269 lb uplift at joint 5 and 236 lb uplift at joint 2. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No,39380 MiTak USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MI1-7473 rev, 10/03/2015 BEFORE USE -- Design valid for use only with MlieM 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. Addilional 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/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. i Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137764 1149533 T51 Piggyback Base 2 1 I Job Reference (optional) Builaers Flfstbource, Mani Gny, rL 33bbb -2-0-0 7-5-8 2.0-0 1.5.8 I a.13U S bep 1 b ZUII Nu i eK mausmes, inc. ivion r-eD b Ur:Uz:4z zul t3 rage i ID:UMZBJ_Tg1 fisGTOn_x1 Z8vyRwUv-RgOgpl?ghOz5duEESakOBPGeu8TUQooLKLt_1 gzoGEB 14-4-8 21-0-1 25-4-8 , 29-8-15 i 32-11-0 i 36-2-1 i 38-4-0 6-11-0 6-7-9 4.4-7 4-4-7 3-2-1 3-3-1 2.1-15 5x6 = 4x6 = 5x12 6.00 F12 6 7 8 >TP = 3x6 = 2x4 II 1.5x8 STP = 6x8 = i 7-5-B 14-14 14r4-8 21-0-1 29-B-15 - 32-11-0 35-&133¢a-1 43-11-0 7211 6-7-12 0- -0 6.7.9 1 8-8-14 3-2-1 2-8-13 5 4 7-B-15 Plate Offsets (X,Y)--(6:0-3-0,0-2-71,(8:0-9-4,0-2-81,116:0-2-0,0-2-01 Scale=1:83.5 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.34 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.73 12-13 >487 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.05 12 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH I Weight: 297lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 `Except` TOP CHORD 6-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 5-22: 2x4 SP No.3, 12-16: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except' WEBS 11-12: 2x6 SP No.2 JOINTS REACTIONS. (lb/size) 12=1309/0-8-0, 2=758/0-8-0, 22=2011/0-6-8 Max Horz 2=598(LC 12) Max Uplift 12_ 550(LC 9), 2_ 199(LC 12), 22=-955(LC 12) Max Grav 12=1309(LC 1), 2=765(LC 23), 22=2011(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-766/12, 3-5=-421/221, 5-6=-979/691, 6-7=-773/746, 7-8=-1129/1027, 8-9=-2642/2129, 9-10= 2232/1749 BOT CHORD 2-23= 652/618, 22-23=-652/618, 21-22=-1617/1579, 5-21=-1560/1587, 18-20 839/1040, 13-16=-1214/1452,12-13=-1214/1452 1 WEBS 3-23=0/328, 3-22=-761/795, 5-20= 818/1054, 7-20=-620/496, 8-18=-1032/875, 16-18=-1165/1471, 16-17=01257, 9-16=-1423/1253, 8-16=-1 81 5/2294,10-16=i-678/986, . 10-12= 1739/1493 i Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. Rigid ceiling directly applied or 3-10-7 oc bracing. Except: 1 Row at midpt 5-21 1 Row at midpt 5-20, 6-20, 7-20, 8-18, 8-16, 10-12 1 Brace at Jt(s): 16 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 550 lb uplift at joint 12, 199 lb uplift at joint 2 and 955 lb uplift at joint 22. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 appllcab(Ilty 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! DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137765 1149533 T52 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1 6.13u s Sep 1 a zut / MiTek ex Inauslnes, Inc. Mon Feb o 0 :02;43 20 IS rdye i ID:UMZBJ_Tg1 fisGTOn_x1 ZBvyRwUv-vOy2OeOJSK5yE2pQ?HFFjdooWYpR9E4UZ?dXZGroGEA -9-0-0. 7-5-8 14-4-8 21-0-1 25-4-8 1 29-8-15 , 34-11-0 96-2-1 43-11.0 m 0 3x6 = 2x4 II 1.5x8 STP= 6x8 = 5x6 = 29-8-15 Scale=1:83.5 m m m 1 3TP= O 0 > II LOADING (psf) SPACING- 2-0-0 CSI. bEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.28 15-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 yert(CT) -0.57 11-12 >625 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) -0.02 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 285lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except" TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 6-8: 2x6 SP No.2, 9-10: 2x4 SP M 31 I except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 3-6-15 oc bracing. Except: 5-19: 2x4 SP No.3 1 1 Row at midpt 5-18 WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 5-17, 6-17, 7-17, 8-15, 9-14, 10-12, 8-12 10-11: 2x6 SP No.2, 10-12: 2x4 SP No.2 REACTIONS. (lb/size) 11=1311/0-8-0, 2=746/0-8-0, 19=2032/0-6-8 Max Horz 2=561(LC 12) Max Uplift 11= 533(LC 13), 2=-214(LC 12), 19= 943(LC 12) Max Grav 11=1311(LC 1), 2=757(LC 23), 19=2032(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-748/88, 3-5— 345/212, 5-6=-963/744, 6-7=-759/793, 7-8=-113311095, 8-9= 3261/2710, 9-10= 2688/2150, 10-11=-1212/1063 BOT CHORD 2-20=-628/596, 19-20=-628/596, 18-19=-1640/1559, 5-18=-1579/1566, 15-17=-798/1030 WEBS 3-20=0/331, 3-19=-762/794, 5-17=-800/1075, 7-17=-628/503, 7-15=-140/250,1 8-15=-645/638, 9-12=-1897/1753, 10-12=-2164/2694, 12-15=-956/1255, 8-127-2055/2452 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterfor(2) zone;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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 11, 214 lb uplift at joint 2 and 943 lb uplift at joint 19. 7) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® 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 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/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 I Job Truss Truss Type city Ply T13137766 1149533 T53 Piggyback Base Job Reference (optional) Builders FirstSource, Plant City, FL 33566 I 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:45 2018 Page 1 I D:UMZBJ_Tgl fisGTOn_x1 ZBvyRwUv-rP4oRJ2Z_xLgUMyp7iHjp2u8hLU8d7?nOJ6ee9zoGEB -2-0-0, 7-5-8 14-4-8 21-0-1 25-4-8 29-8-15 36-11-0 _ 43, 2-0-0 6-11.0 6-7-9 4-4-7 7-2-1 6.11-1 I 'TP = 3x6 = 2x4 II 1.5x8 STP= 6x8 = Scale=1:83.1 7-5-8 14-1-4 14 -8 21.0-1 29-8-15 36-11-0 43-10-1 7-5 8 6-7-12 0- -4 6-7-9 8-8-14 7-2-1 6-11-1 Plate Offsets (X,Y)-- 16:0-3-0,0-2-71, (8:0-3-0,0-2-71, (9:0-5-4,0-3-41, j10:0-5-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.27 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.44 13-15 >809 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.14 20 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-SH I Weight: 279 lb FT = 20% LUMBER- BR,RACING- TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, 6-8: 2x6 SP No.2, 8-9: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied or 4-1-8 oc bracing. 5-17: 2x4 SP No.3 WEBS 1 Row at midpt 6-15, 7-15, 9-13, 9-11 WEBS 2x4 SP No.3 `Except` 10-11: 2x4 SP No.1 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 2=771/0-8-0, 17=1987/0-6-8, 20=1258/0-5-2 Max Horz 2=525(LC 12) Max Uplift 2= 239(LC 12), 17=-916(LC 12), 20= 516(LC 13) Max Grav 2=775(LC 23), 17=1987(LC 1), 20=1258(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-785/228, 5-6=-991/837, 6-7=-784/876, 7-8=-1150/1190, 8-9=-1395/1158,; 11-19=-809/1060, 10-19= 809/1060 BOT CHORD 2-18=-660/634, 17-18=-660/634, 16-17=-1592/1487, 5-16=-1535/1498, 13-151I780/1040, 12-13= 1145/1397, 11-12=-1143/1400 WEBS 3-18=0/326, 3-17=-757/788, 5-15=-731/1028, 7-15=-595/483, 7-13=-185/276, 8-13=-53/270, 9-13=-309/341, 9-12=0/250, 9-11=-1578/1289, 10-20— 1316/1068 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, with BCDL = 10.Opsf. 1 6) Bearing at joint(s) 20 considers parallel to grain value using ANSVTPI 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 239 lb uplift at joint 2, 916 lb uplift at joint 17 and 516 lb uplift at joint 20. 8) This manufactured product Is designed as an individual building component. The suitability and use of this component for any Thomas A. Alban! PE No.39380 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced bythe building code. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 © WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 101012015 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 fabricatlom storage, delivery, erection and bracing of trusses and muss 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 T13137767 1149533 T54 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 6-9-7 4X6 = 2x4 11 6-9-7 1.5x8 STP= 6x8 = 21-0-1 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:46 2018 Page 1 I D:UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-JbeAff3Bl FTX5W X? hQoyLFQI LIoUMhhxFzrBAbzoGE7 6-7-8 Scale=1:86.2 ;TP = m o_ 22 � o v 0 6 N O N LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.93 BC 0.97 WB 0.56 Matrix-SH DEFL. Vert(LL) Vert(CT) Hiorz(CT) in (loc) Well Ud -0.23 15-17 >999 360 -0.40 13-15 >935 240 0.07 22 n/a n/a PLATES GRIP MT20 244/190 Weight: 287 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, 6-8: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 5-19: 2x4 SP No.3 I 1 Row at midpt 5-18 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 3-19, 5-17, 6-17, 7-17, 10-12 11-12: 2x4 SP M 31 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 2=762/0-8-0, 19=2076/0-6-8, 22=1331/0-5-2 Max Horz 2=488(LC 12) Max Uplift 2=-250(LC 12), 19=-927(LC 12), 22= 557(LC 13) Max Grav 2=767(LC 23), 19=2076(LC 1), 22=1331(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I TOP CHORD 2-3=-819/342, 5-6=-1050/935, 6-7=-848/959, 7-8= 130611324, 8-9=-1529/1387, 9-10=-2096/1757, 12-2 1 =-866/1134,11-21=-866/1134 1 BOT CHORD 2-20=-690/676, 19-20= 690/676, 18-19=-1708/1567, 5-1 8=-1 649/1577,15-17=-815/1149, 13-15=-1275/1569, 12-13=-1457/1808 WEBS 3-20=0/324, 3-19=-784/811, 5-17_ 760/1123, 7-17=-696/576, 7-15=-200/378, 1 8-15= 281/404, 9-15=-497/624, 9-13= 323/425, 10-13=-201/328, 10-12=-1934/1538, 11-22=-1546/1271 1 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 psi 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 =1 O.Opsf. 6) Bearing atjoint(s) 22 considers parallel to grain value using ANSIrfPI 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 250 lb uplift at joint 2, 927 lb uplift at joint 19 and 557 lb uplift at joint 22. Thomas A. Albani PE No.39380 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any MiTek USA, Inc. FL Cert 6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by, the building code. 8904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE 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 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, DSE-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 T13137768 1149533 T56 Hip 4 1 I Job Reference (optional) Builders FirstSource, Plant City, FL 33566 2-0-0 6-9-7 14-4.8 2-0-0 6-9-7 7-7-1 8.13u s Sep 15 2u1 / MI I eK 1naustrleS, inc. Mon Feb b U/:oz:4if zul a rage 1 D:UMZBJ_Tg 1 fisGTOn_x1 Z8vyRwUv-G_mx3L4RHsj FLphOorrQOgVdCZ W egYhEiH KI EUzoGE5 29-9-0 36-6.4 40-5-9 46-9-0 48-9-0 4-4-8 6-9-4 3-1 1-5 6-3.7 2-0-0 5x6 = I 4x6 = 5x6 = 6.00 12 6 1 7 8 3x6 = 4x6 = 2x4 II 1.5x8 STP= 6x8 = Scale=1:88.7 m 0 6 m 14 6 0 0 IN LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.97 BC 0.86 WB 0.72 Matrix-SH DEFL. in (loc) I/defl Ud Vert(LL) -0.26 15-17 >999 360 Vert(CT) -0.49 11-13 >787 240 Horz(CT) 0.04 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 277lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied. 6-8: 2x6 SP No.2, 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-9-7 oc bracing. Except: BOT CHORD 2x4 SP No.2 `Except' I 1 Row at midpt 5-18 5-19: 2x4 SP No.3, 16-18,11-14: 2x4 SP No.1 WEBS 1 Row at midpt 3-19, 7-17, 9-15 WEBS 2x4 SP No.3 j REACTIONS. (lb/size) 2=763/0-8-0, 19=2117/0-6-8, 11=1603/0-8-0 I Max Horz 2=318(LC 12) Max Uplift 2=-334(LC 12), 19=-837(LC 12), 11= 729(LC 13) Max Grav 2=768(LC 23), 19=2117(LC 1), 11=1603(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-820/879, 3-5=-182/433, 5-6=-1086/1239, 6-7=-938/1230, 7-8=-1358/1588, 8-9=-1623/1631, 9-10= 2210/2033, 10-11=-2510/2185 1 BOT CHORD 2-2b= 654/666, 19-20=-654/666, 18-19=-1749/1348, 5-18=-1693/1356, 15-17 1-613/1187, 13-15=-1365/1923, 11-13=-1682/2130 WEBS 3-20=0/324, 3-19=-779/794, 5-17=-541/1152, 7-17=-728/564, 7-15=-231/408, 8-15=-265/368, 9-15=-750/815, 9-13=-194/428, 10-13=-297/395 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint 2, 837 lb uplift at joint 19 and 729 lb uplift at joint 11. 7) This manufactured product is designed as an individual building component. The suitability add use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33810 Date: February 5,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII--7473 rev, 10/0&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 property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.1 Additional temporary and permanent bracing MoTek' 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. 1 Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137769 1149533 T57 Hip 1 1 I Job Reference (optional) Builders FirstSource, Plant City, FL 33566 B.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:02:49 2018 Page 1 _ ID:UMZBJTg1 fisGTOn_x1 Z8vyRwUv-kAJJHh532Ar6yzGaMYMfzu2gwytsZOsNxx4rnwzoGE4 1-22-.00.0-7 44.111 90-80 2-4-8 I 31-9-0 + 4-6-9-50 8904 -0 6-9-7 7-7 476-4-8 6-4-8 2-0, Scale=1:88.7 .41 6 2x4 11 1.5x8 STP = 6x8 = M I4 6 p N 6-9-7 14-1-4 14 11 25-4-8 �, 31-9-0 39-3-1 46-9-0 7-3-13 0- -4 11-0-0 6-4-8 7-6-0 7-5-15 Plate Offsets (X,Y)--14:0-3-0,Edgej,f6:0-4-0,0-1-151,18:0-3-0,0-2-71,f9:0-3-0,Edge),f11:0-4-6,0-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.15 17-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 V6rt(CT) -0.29 17-18 >999 240 BCLL 0.0 Rep Stress incr YES WB 0.66 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 295 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 "Except" 6-8: 2x6 SP No.2, 1-4,9-12: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 2-19: 2x4 SP No.2, 5-19: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=754/0-8-0, 19=2130/0-6-8, 11=1599/0-8-0 Max Horz 2=298(LC 12) Max Uplift 2= 348(LC 12), 19-788(LC 12), 11=-711(LC 13) Max Grav 2=758(LC 23), 19=2130(LC 1), 11=1599(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-8-14 oc bracing. WE 1 Row at midpt 3-19, 6-18, 6-17, 7-15, 10-15 I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-802/90113-5=-133/443, 5-6=-208l735, 6-7=-1414/1604, 7-8=-1529/1687, 8-1 0=-1 841/1732, 10-11= 2585/2188 BOT CHORD 2-20— 671/654, 19-20— 671/654, 18-19=-1758/1314, 5-18=-463/690, 17-18— 320/691, 15-17=-819/1413, 13-15=-1685/2201, 11-13=-1685/2201 WEBS 3-20=0/323, 3-19=-795/816, 6-18=-1407/771, 6-17=-766/1155, 7-17=-652/653, 8-15=-252/408, 10-15= 799/856, 10-13=0/324 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; lh=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 4x6 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 2, 788 lb uplift at joint 19 and 711 lb uplift at joint 11. 8) This manufactured product is designed as an individual building component. The suitability and, use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 0904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 Q WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only Win 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 properiy,lncorporate 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 Win 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 available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T13137770 1149533 T58 Hip I 1 1 Job Reference (optional) Builders FirsiSource, mant Giiy. FL 33566 a. I ou s oep r a Lu I i IvI I ek Industries, Inc. Mon red d dr.vL.a l 4013 rage , I D:UMZBJ_Tg 1 fisGTOn_x1 Z8vyRwUv-gZR3i N6KZn6pCHOzTzO82J79PmZ21 xwgOEZyrpzoGE2 -2-%O 6-9-7 14-4-8 17-0-0 25-4-8 33-9.0 _ 38-6-2 46-9-0 48-9-0, 2-0-0 6-9-7 7-7-1 2-7-8 8-4-8 8-4-8 4-9-1 8-2-14 2-0-0 ' I Scale = 1:88.9 I 6.00 12 6x8 = Sx6 = I.axa Jlr— LI GV 2x4 [I 1.5x8 STP = 5x6 I I 6x8 = ro 0 6-9-7 14-1-4 14 -8 25-4-8 33-9-0 38-6-2 46-9-0 6-9-7 7-3-13 0- -4 11-0-0 8-4-8 4-9-1 8-2-14 Plate Offsets (X Y)--(4:0-3-0,Edgel,f6:0-4-0,0-1-151,i9:0-3-0,0-2-71,I12:0-4-6,0-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.91 Vert(LL) 0.12 16-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vprt(CT) -0.25 18-19 >999 240 BOLL 0.0 Rep Stress incr YES WB 0.62 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2017)7PI2014 Matrix-SH I Weight: 292lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 `Except' 6-7,7-9: 2x6 SP No.2, 1-4,10-13: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 `Except` 2-20: 2x4 SP No.2, 5-20: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=750/0-8-0, 20=2135/0-6-8, 12=1598/0-8-0 Max Harz 2=277(LC 12) Max Uplift 2=-358(LC 12), 20=-775(LC 9), 12=-687(LC 13) Max Grav 2=754(LC 23), 20=2135(LC 1). 12=1600(LC 24) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-8-1 oc bracing. WEBS 1 Row at midpt 3-20, 6-19, 6-18, 8-16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-795/899, 3-5=-109/437, 5-6— 170/675, 6-8=-1682/1787, 8-9= 1688/1739, 9-11= 1986/1871, 11-12= 2523/2107 BOT CHORD 2-21=-670/652, 20-21=-670/652, 19-20=-1759/1297, 5-19= 402/604, 18-19= 199/465, 16-18=-1092/1682,14-16=-1579/2126,12-14=-1579/2126 I WEBS 3-21=0/324, 3-20= 799/823, 6-19=-1361/780, 6-18=-1125/1539, 8-18=-720/762; 9-16=-429/506, 11-16=-627/675, 11-14=-11/289 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 4x6 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 2, 775 lb uplift at joint 20 and 687 lb uplift at joint 12. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Aibani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10103MIS BEFORE USE. ° Design valid for use only Witt MiTekO 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 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 Qty Ply i T13137771 1149533 T59 Hip 1 1 Job Reference (optional) Buuaers Firstsource, Piant city, FL 33566 o. , 30 s Sep 16 cv , r ,wu vn inwmneo, riC.m0n ra..ayc ID: UMZBJ_Tg l fisGTon_xl Z8vyRwUv-81?Svj7yK5EgpR?91 gvNbW g Ll AtrmM3pduIVNFzoGE 1 2-0-0 7-7-2 12.5-11 15-0-0 21.0.0 26-6-12 27rQ 0 35-9-0 41-5-14 46-9-0 48-9-0, 2-0.0 7-7-2 4-10-9 2-6-5 6-0-0 5-6-12 0-5-4 8-9-0 5-8-13 5-3-2 2-0-0 Scale=1:88.9 6.00 12 6x8 = i 4x6 = 7x10 = II = 2x4 I 6 7 8 95x6 3x6 i 5 3x6 3x6 i 4 10 3 11 j CO 12 14 16 0 0 2 6x8 = 14 13 1.5x8 STP = a 1 25 15 0 1 3x8 = 2x4 11 4x6 = 23 20 24 17 4x6 = 1.5x8 STP= 22 21 19 I 18 4x6 = 2x4 11 6x8 = 3x6 = 5x8 = I 2x4 II I 7-7-2 12-5-11 21-0-0 I 26-6-121 27,0-0 35-9-0 41-5-14 46-9-0 ' 7-7-2 14-10-9 18-6-5 5-6-12 1 0-'5-4 8-9-0 5-8-13 5-3-2 Plate Offsets (X Y)-- f6:0-4-0 0-1-151 f8:0-5-0 0-4-81 j9:0-3-0 0-2-71 (16:0-5-8,0-4-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.24 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.49 14-16 >828 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 H!lrz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH i Weight: 293lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins. 6-8,8-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 6-21, 6-19, 7-19, 7-16, 8-14 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=184/0-8-0, 21=2799/0-10-15, 11=1509/0-8-0 Max Harz 2=254(LC 12) Max Uplift 2=-144(LC 12), 21=-1121(LC 9), l l=-595(LC 13) Max Grav 2=233(LC 23), 21=2799(LC 1), 11=1521(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-561/818, 3-5=-794/1209, 5-6= 611/1177, 6-7= 718/842, 7-8= 1773/157% 8-9=-1697/1559, 9-10— 1990/1614, 10-11=-2438/1911 BOT CHORD 2-22= 675/563, 21-22=675/563, 19-21— 380/594, 14-16=-1000/1780, 13-14=-1472/2073, 11-13=-1472/2073 1 WEBS 3-21= 664/718, 5-21= 246/370, 6-21= 2149/1639, 6-19= 1271/1626, 7-19=-1377/1134, 16-19=-243/761, 7-16= 1053/1460, 8-14=-256/233, 9-14=-159/477, 10-14= 485%546, 8-16=-570/642 I NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf;'!h=1.81ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 2, 1121 lb uplift at joint 21 and 595 lb uplift at joint 11. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prope0y;lncorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek" 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. Tampa, FL 33610 Safety Information avallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Job I russ I russ lype ty y T13137772 1149533 T60 HIP 1 i i Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1 _ _ 8.130 s Oct 7 2017 M7ek Industries, Inc. Mon Feb 5 10:17:06 2018 6-10-4 6.00 12 6x8 = 4x6 4x6 = 4x6 = 6x8 = 6 7 8 9 10 11 3x6 i 5 3x6 i 4 3 m 2 0 1 Cd 23 1 35 1.5x8 STP= 28 27 34 26 36 6x8 = 22 5x8 11 5x6 ii 3x6 = 4x6 = 12.00 12 6x8 = 8.75 12 LC 0 19 6x8 — Scale=1:85.9 46 12 \ 3x4 11 co 0 13 14 m10 IN1N 30 18 17 16 15 5x8 = 5xB = 6x8 = 5.-6--11910-54 207-5q-0 26-68-.8 319-0 34 379-20 46-9-0 5613 50-07-53 3--18--1114 6-I 4 9-0$-19-0-048-- Plate Offsets (X,Y)-- [6:0-4-0,0-1-151, [11:0-4-0,0-1-15], [19:0-2-8,0-3-41, [20:0-6-0,0-3-01, [2F:0-3-0,0-2-2], [27:0-3-8,0-3-0], [29:0-2-0,0-1-0], [31:0-2-8,Edge], [33:0-2-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSL DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.22 21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.41 23-24 >999 240 BCLL 0.0 ' Rep Stresslncr YES WB 0.94 Horz(CT) 0.09 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 330 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc puffins, 6-9,9-11: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 26-29,30-32,31-33: 2x4 SP No.3 , 3-11-0 oc bracing: 19-20 WEBS 2x4 SP No.3 1 5-9-1 oc bracing: 15-16. WE 1 Row at midpt 5-27, 20-23, 7-20, 11-19, 12-15, 6-25, 6-23 REACTIONS. (lb/size) 2=523/0-8-0, 27=2223/0-10-15, 15=1747/Mechanical Max Horz 2=265(LC 11) Max Uplift 2=-302(LC 12), 27=-934(LC 9), 15=-706(LC 8) Max Grav 2=528(LC 23), 27=2223(LC 1), 15=1747(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 475/469, 3-4=-155/255, 4-5=-111/324, 5-6= 901424, 6-7=-1938/1945, 7-8=-3079/2775, 8-9— 3040/2701, 9-10=-3040/2701, 10-11= 3046/2712, 11-12=-1884/1737, 12-13=-210/287, 13-15=-340/601 BOT CHORD 2-28=-302/271, 27-28= 302/271, 25-35=-244/444, 24-35= 244/444, 24-36= 244/444, 23-36=-244/444, 19-20=-2246/3096, 15-16=-1041/1383 WEBS 3-27= 514/548, 25-27=-1844/145915-25=-280/426, 7-23=-1304/1168, 20-23=-1333/1885, 7-20=-1034/1372, 16-19=-1155/1709, 11-19=-1370/1789, 11-16= 625/482, 12-16=-168/412, 12-15=-1895/1504, 6-25= 1689/1151, 6-23=-1447/1914, 10-19=-427/453, 8-20=-366/395 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone; end vertical 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 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, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 'lb uplift at joint 2, 934 lb uplift at joint 27 and 706 lb uplift at joint 15. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any Thomas A. Albani PE No.39380 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 5,2018 ® WARMING- Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for art 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 fabricatlom 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, Atexandrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply I T13137773 1149533 T61 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 S Sep 15 2017 mi I eK Industries, ine. mon t-eD b VI:U2:bb 2U1 b rage 1 I D: UMZBJ_Tg 1 fisGTOn_x1 ZSvyRwUv-ZKhaXkAgd?cFgujkipT4D91p2NwfzfXGJsXA_azoGE_ 7-7-7 11-0-0 15.6-11 24-8-0 32.4.4 _ 39-9.0 46-9-0 2-0-0 7-7-7 3-4-9 4-6-11 9-1-5 7-6-4 7-4-12 7-0-0 6.00 12 4x6 i 3 ro 2 o i 1.SxBSTP= 23 22 21 5x6 = 4x6 = 5 I4x6 = 4x6 = 4x6 = 6 7 8 96x8 Sx6 1 18 I 20 2x4 4x6 = 6x8 = 2x4 II 2x4 II 6x8 = 8.75 12 17 3x6 115 = 2x4 11 7x1= 5T;@.6b 1121 I Scale=1:83.8 14 16 Gb 12 11 5x8 = 3x6 3x6 = 3x6 11 11-10-6 6-0.0 7-7-7 11 11.0.0 3-2-1 20.1-5 23-8-0 4-8 32-4.4 39-_ 46-9-0 6-0.0 1-7-7 -3-1 2.0.10 -10- 6-10-8 3-6-11 -0. 7-B-4 7.4.12 7- 11 1.4-7 Plate Offsets (XY)-- [4:0-3-0,0-2-7], [9:0-4-0,0-1-15], [10:Edge,0-1-12], [14:0-2-12,0-1-8], [15:0-2-8,Edge], [16:0-6-12,0-4-4], [18:0-2-4,0-2-4], [19:0-2-0,0-1-7], [22:0-3-8,0-3-0] [24:0-2-0 0-1-01 [25:0-2-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.99 Vert(LL) -0.24 17-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.55 17-18 >820 240 BOLL 0.0 Rep Stresslncr YES WB 0.97 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 299 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7,7-9: 2x6 SP No.2 BOT CHORD Rigid Gelling directly applied or 4-1-1 oc bracing. BOT CHORD 2x4 SP No.2 `Except' WEBS 1 Row at midpt 9-14, 10-12, 5-18, 14-16 19-24,15-25: 2x4 SP No.3, 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2 I REACTIONS. All bearings 0-3-8 except Qt=length) 2=0-8-0, 22=3-2-14, 11=Mechanical. (lb) - Max Horz 2=240(LC 12) Max Uplift All uplift 100 lb or less at joints) 23 except 2= 632(LC 24), 22=-1223(LC 9), 11=-657(LC 8), 21= 132(LC 9) Max Grav All reactions 250 Ito or less at joint(s) except 2=292(LC 9), 22=2608(LC 1), 11=1579(LC 1), 23=306(LC 3), 21=343(LC 1) i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1511/1940, 5-6=-2244/1882, 6-8= 3098/2651, 8-9=-2517/2193, 9-10= 1911/1521, 10-11=-1516/1291 I BOT CHORD 2-23= 1611/1312, 22-23=-1611/1312, 17-18=-956/1319, 16-17= 2360/3120, 12-14=-1209/1628 WEBS 3-22— 2420/2082, 6-16=-81/289, 8-14= 896/834, 9-12=-337/392, 9-14=-839/1178, 10-12— 1139/1597,18-22=-1662/1349,3-18=-1323/1858,5-18=-2114/1765, 5-17= 865/1299, 6-17= 1208/1083, 14-16= 1848/2474, 8-16=-530/691 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Bit; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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, with BCDL = IO.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) 23 except Qt=lb) Thomas A. Albani PE No.39380 2=632, 22=1223, 11=657, 21=132. MiTek USA, Inc. FL Cert 6634 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any 8904 Parke East Blvd. Tampa FL 33610 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Date: February 5,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10103W IS BEFORE USE. Design valid for use only with MT ek® 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 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 T13137774 1149533 T62 Hip I 1 1 Job Reference (optional) timaerS 1-IrS1S0urce, Flan Gliy, rL 33b66 2-0-0 ' 4-6-7 6.00 F12 5x8 i 3 m 2 of 4-5-9 3.11-0 7-10-0 5x6 = 4x6 = 4 5 1.5x8 STP= I 22 21 20 2x4 II 4x6 = 6x8 = 2x4 11 2x4 8.75 F12 5x12 = FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 11-4-5 18 3x6 = ts.13u s oep 1 b zul i ivii I OK Inausirles, Inc. Mon reo o V /:az:b/ eu I a rage i , ID:UMZBJ_TglfisGTOn_x1Z8vyRwUv-VioLyOB59dszwCt7gEVYlaNCXBbQRaeYnAOG2SzoGDy 3-11 7x10 = 12x4 11 6 7 1 2tx4 III 16 5x6,,O '0= Scale=1:83.8 4x10 MT20HS=4x6 = 6x8 — 8 9 10 15 14 13 12 3x6.= 3x8 = 3x6 II 7xl0 = Plate Offsets (X,Y)-- [4:0-3-0,0-2-7], [6:0-5-0,0-4-8], [10:0-4-0,0-1-15], [13:0-3-8,0-1-8], [16:0-2-8,Edge], [17:0-3-12,Edge], [19:0-3-12,0-2-12], [20:0-2-0, 0-1 -7], [22:0-3-8,0-3-0] f23:0-2-0 0-1-01 [24:0-2-0 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. I Dr -FL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.45 17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 1,,ert(CT) -0.76 15-16 >664 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.16 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH I Weight: 298 lb FT = 20% LUMBER - TOP CHORD 2x6 SP Na.2 `Except* 1-4: 2x4 SP No.1, 10-11: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 20-23,16-24: 2x4 SP No.3, 17-19: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 15-17,3-19: 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc puffins, , except end verticals. BOT CHORD Rigid ceiling directly applied or 3-2-5 oc bracing. WEBS 1 Row at midpt 15-17, 10-15, 19-22, 9-17, 5-19 I REACTIONS. (lb/size) 2=-1312/0-8-0, 22=3939/0-11-5, 12=1723/Mechanical Max Horz 2=219(LC 12) Max Uplift 2= 1486(LC 24), 22=-1798(LC 9), 12=-751(LC 8) Max Grav 2=722(LC 9), 22=3939(LC 1), 12=1723(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Ii TOP CHORD 2-3=-2828/3504, 3-4=-490/378, 4-5=-356/413, 5-6=-3242/2616, 6-7=-4687/3856, 7-9=-4653/3835,9-10=-3497/2918,10-11=-1907/1514,11-12= 1690/1390 I BOT CHORD 2-22=-3006/2393, 18-19= 1590/2069, 17-18= 3279/4201, 13-15= 1265/1667 WEBS 3-22=-3154/2665, 7-17= 384/424, 15-17— 2584/3337, 9-15=-1170/1119, 10-15=-1622/2107, 10-13=-580/581, 11-13= 1307/1762, 19-22= 3051/2420, 3-19= 2703/3508, 9-17=-991/1260, 5-19=-2318/1870, 5-18= 1082/1577, 6-18=-1289/1176, 6-17= 482/659 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;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) 2=1486, 22=1798, 12=751. 9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated at Joint 2. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by4he building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA NCE PAGEMII-7473 rev. IW312015 BEFORE USE. Design valld 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 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, DS -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 I russ I russ I ype Qty y T13137775 1149533 T63 HALF HIP GIRDER II 1 3 Job Reference (optional) DUuu- ri-ovUIGH, rlGlll -LY, - -00 2-0-0 ' 3-9-4 3-2-12 O-- uut i -, Ivu- uiti 111tl5, mu. mull rtlU ' IL:JY:I V LV IC rnytl l ID:UMZBJ_Tgi fisGTOn_xi Z8vyRwUv-?RTOINRNHjW53ngPg5YUCnZH_fDRu3kQh78NpCz.Byx Scale = 1:83.1 6x8 = 2x4 11 2x4 11 4x12 = 3x4 11 6.00 12 4 5 29 6 30 31 7 632 33 9 34 10 12 13 14 35 36 11 37 38 39 40 41 3 Jz m 2 0 1 , 42 43 44 22 45 46 47 26 25 24 2x4 II 20 48 49 19 5o 51 18 52 53 17 1654 55 56 15 1.5x8 STP = 5x8 = 2x4 1120 12 9i 2x4 11 I x10 = 6x8 = 6x8 = 2x4 11 2x4 2x4 6x8 = 2x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) D.66 21 >782 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.88 21 >586 240 BOLL 0.0 Rep Stress Incr NO W B 0.90 Horz(CT) 0.22 15 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 1014 lb FT = 20% LUMBER- BRACING- I9 TOP CHORD 2x6 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-4: 2x4 SP No.2 end verticals. BOT CHORD 2x6 SP M 26'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 24-27,20-28: 2x4 SP No.3 6-0-0 oc bracing: 2-26,25-26. WEBS 2x4 SP No.3 `Except` 3-26: 2x8 SP 240OF 2.OE, 19-21: 2x4 SP No.2 I REACTIONS. (lb/size) 15=3759/Mechanical, 26=424510.8-0 Max Horz 26=246(LC 8) Max Uplift 15=-2167(LC 5), 26=-2385(LC 4) Max Grav 15=3774(LC 20), 26=4245(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 443/642, 3-4=-3484/2102, 4-5=-6979/4202, 5-29=-7039/4236, 6-29=-7039/4236, 6-30= 14301/8304, 30-31=-14301/8304, 7-31=-14301/8304, 7-8=-14301/8304, 8-32=17041/9960, 32-33=-17041/9960, 9-33=-17041/9960, 9-34=-16789/9821,' 34-35- 16789/9821, 10-35=-16789/9821, 10-36=-8934/5160, 11-36=-8934/51601 11-12= 8934/5160, 12-37=-5271/3035, 37-38=-5271/3035, 38-39=-5271/3035, I 13-39=-5271/3035, 14-15=-272/221 I BOT CHORD 2-26=-522/48% 25-26=-522/349, 23-42=-6823/11356, 42-43- 6823/11356, 43-44=-6823/11356, 22-44=-6823/11356, 22-45=-9672/16366, 45-46=-9672/16366, 46-47=-9672/16366, 21-47=-9672/16366, 20-48= 386/678, 48-49=-386/678, 19-49- 386/678, 19-50=-6573/11346, 50-51= 6573/11346, 18-51=-6573/11346, 18-52= 5160/8934,52-53=-5160/8934,17-53= 5160/8934,17-54=-5160/8934, 16-54=-5160/8934, 16-55=-3035/5271, 55-56=-3035/5271, 15-56= 3035/5271 WEBS 3-26=-4036/2277, 5-23=-257/196, 20-21 _ 50/258, 9-21- 386/380, 6-23=-5079/3046, 6-22=-1755/3476, 8-22=-2444/1621, 8-21=-357/818, 10-19=-1452/1095, 19-21=-6266/10804, 10-21=-3479/5829, 10-18=-2874/1684, 12-18=-858/1779, 12-16- 4364/2531, 13-16=-1281/2608, 13-15=-6216/3579, 3-25=-2348/4021, 4-25=-3435/2120, 23-25= 2084/3379, 4-23=-3529/5973 NOTES- (12) 1) 3-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: 2x8 - 2 rows staggered at 0-9-0 oc, 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 inithe LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 5) Provide adequate drainage to prevent water ponding.''-- .. Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. la/03/2015 BEFORE USE ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for art 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, SWANSI/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, Mexandrla, VA 22314. Tampa, FL 33610 russ o�163 russ ype ty y I T13137775 1149533 HALF HIP GIRDER 1 1 .3 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Oct 7 2017 Mrrek Industries, Inc. Mon Feb 5 12:54:10 2018 Page 2 ID:UMZBJ_TglfisGTOn_xiZ8vyRwUv-?RTOINRNHjW 53ngPg5YUCnZH_fDRu3kOh78NpCzoByx NOTES- (12) 6) All plates are 4x6 MT20 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2167 lb uplift at joint 15 and 2385 lb uplift at joint 26. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 320 lb up at 7-0-0, 117 lb down and 151 lb up at 9-0-12, 117 lb down and 151 Ito up at 11-0-12, 117 lb down and 151 Ito up at 13-0-12, 117 lb down and 151 lb up at 15-0-12, 117 lb down and 151 lb up at 17-0-12, 117 lb down and 151 lb up at 19-0-12, 117 lb down and 151 lb up at 21-0-12, 117 lb down and'151 lb up at 23-0-12, 136 lb down and 190 lb up at 25-0-12, 136 lb down and 190 lb up at 27-0-12, 136 lb down and 190 lb up at 29-0-12, 136 lb down and 190 lb up at 31-0-12, 136 lb down and 190 lb up at 33-0-12, 136 lb down and 190 lb up at 35-0-12, 136 lb down and 190 lb up at 37-0-12, 136 lb down and 190 lb up at 39-0-12, 136 lb down and 190 lb up at 41-0-12, and 136 lb down and 190 lb up at 43-0-12, and 136 lb down and 190 lb up at 45-0-12 on top chord, and 88 lb down and 20 lb up at 7-0-0, 111 lb down and 53 lb up at 8-11-4, 111 lb down and 53 lb up at 11-0-12, 111 lb down and 53 lb up at 13-0-12, 111 lb down and 53 lb up at 15-0-12, 111 lb down and 53 lb up at 17-0-12, 111 lb down and 53 lb up at 19-0-12, 111 lb down and 53 lb up at 21-0-12, 111 lb down and 53 lb up at 23-0-12, 81 lb down at 24-9-12, 81 lb down at 27-0-12, 81 lb down at 29-0-12, 81 lb down at 31-0-12, 81 lb down at 33-0-12, 81 ib down at 35-0-12, 81 lb down at 37-0-12, 81 lb down at 39-0-12, 81 lb down at 41-0-12, and 81 lb down at 43-0-12, and 81 lb down at 45-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-70, 4-14=-70, 2-24=-20, 21-23= 20, 15-20=-20 Concentrated Loads (Ib) Vert: 4=-158(F) 7=-97(F) 24=-92(F) 5=-97(F) 9=-125(F) 6_ 97(F) 22=-92(F) 10=-125(F) 19= 51(F) 21=-51(F) 11= 125(F) 25=-58(F) 29=-97(F) 30=-97(F) 31=-97(F) 32= 97(F) 33=-97(F) 34=-125(F) 35=-125(F) 36=-125(F) 37= 125(F) 38=-125(F) 39= 125(F) 40=-125(F) 41= 125(F) 42= 92(F) 43=-92(F) 44= 92(F) 45=-92(F) 46=-92(F) 47=-92(F) 48=-51(F) 49=-51(F) 50=-51(F) 51=-51(F) 52=-51(F) 53=-51(F) 54=-51(F) 55=-51(F) 56=-51(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev, 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeku 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, DSR-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TRm Ptate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 eJob Truss Truss Type aty Ply T13137776 1149533 T64 Common Girder 1 n G Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.13g s 6ep lb zU1 I MI I eK mausrnes, Inc. man r-eD o u/:us:uts zulu rage i I D:UMZBJ_Tg l fisGTOn_x1 ZBvyRwUv-CeP73rJMoh7Y7ke2PKgui holtD6Sn8al4kRoOszoGDo -2.0-0 3-9-10 7-8.0 1 11-6-5 15-4-0 17-4-0 2-0-0 3-9-10 3-10-5 3-10-6 3-9-11 2-0-0 I I Scale = 1:31.4 I 46 11 I 4X1u m14urta% 1 vn iv 1i-.-- 11-6-5 3-9-10 I" 0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.49 BC 0.39 WB 0.71 Matrix-SH DEFL. in Vert(LL) 0.11 Vert(CT) -0.18 Hori(CT) 0.03 (loc) Well Ud 8-9 >999 360 8-9 >990 240 6 n/a n/a PLATES MT20 MT20HS Weight: 200 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc pudins. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 `Except 4-9: 2x4 SP No.2 REACTIONS. (lb/size) 2=3929/0-8-0, 6=6004/0-8-0 Max Horz 2=113(LC 7) Max Uplift 2= 1961(LC 8), 6=-2790(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7309/3620, 3-4= 7399/3693, 4-5= 7395/3692, 5-6=-10230/4760 BOT CHORD 2-10=-3211/6444, 9-10= 3211/6444, 8-9= 4139/9056, 6-8=-4139/9056 WEBS 4-9— 3125/6265, 5-9— 2747/1162, 5-8=-944/2345, 3-9=-341/318, 3-10=-262/146 NOTES- (10) 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: 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to ail 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Bit; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) 2=1961, 6=2790. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3288 lb down and 1911 lb up at 7-1-9, 1703 lb down and 771 lb up at 9-0-12, and 1559 lb down and 677 lb up at 11-0-12, and 1727 lb down and 717 Ib up at 13-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 LOAD CASE(S) Standard MiTek USA, Inc. FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MIIekb 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 Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T13137776 1149533 T64 Common Girder I 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-70, 4-7=-70, 2-6=-20 Concentrated Loads ((b) Vert: 11=-3288(B)12=-1703(B)13= 1559(B)14=-1727(B) 8.130 s Sep 15 2017 Mfl eK Industries, Inc. Mon Feb 5 07:03:08 2018 Nage 2 ID:UMZBJ_Tg 1 fisGTOn_x1 ZBvyRwUv-ggzVGBK_Z?FPkuDEz167EuK9dcSh W bpAJOAMxJzoGDn i I I I , A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473,rev. 10103/2015 BEFORE USE Design valid for use only with MiTek9 connectors. This design Is based only upon parameters shown, and Is for an Individual buiding 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. Addiftonal temporaryand permanent bracng MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatiom storage, delivery, erection and bracing of misses 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 T13137777 1149533 T65 Hip Girder 1 1 Job Reference (optional) Bustlers Firstsource, Plant City, FL 33566 8.130 s Sep 15 2017 Mil eK Industries, Inc. Mon t-eb 5 07:03:09 2018 Page 1 I D:UMZBJ_Tg 1 risGTOn_xl ZBvyRwUv-BOXtUXKcKJNGM2oQXIjMn6tNbOrCFCdJX2wvTmzoGDm -1-4-0 3-0-1 4-2-0 5-3-15 8-4-0 9-8-0 1-4-0 3.0.1 1-1-15 1-1-15 3-0-1 1-4-0 Scale=1:21.1 3-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.28 Vert(LL) -0.01 2-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.03 2-8 >999 240 BOLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 33lb 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=508/0-1-8, 6=508/0-1-8 Max Horz 2=-51(LC 6) Max Uplift 2=-274(LC 8), 6=-274(LC 9) Max Grav 2=510(LC 19), 6=509(LC 20) FORCES. (1b) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-594/324, 3-4= 481/309, 4-5=-481/309, 5-6=-593/324 BOT CHORD 2-8=-235/538, 6-8= 235/538 WEBS 4-8=0/250 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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 at joint(s) 2, 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=274, 6=274. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 151 lb up at 3-0-1, and 58 lb down and 73 lb up at 4-2-0, and 179 lb down and 151 lb up at 5-3-15 on top chord, and 55 Ito down at 3-0-0, and 23 lb down at 4-2-0, and 55 lb down at 5-3-5 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). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 3=-9(F) 5=-9(F) 8— 9(F) 4=-5(F) 9=-21(F) 10= 21(F) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MY-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MffekO 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 buckiing 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, delivery, erection and bracing of trusses and truss systems, seeAN51/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnrsa Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply I T13137778 1149533 T66 Common Girder 1 1 Job Reference (optional) t3miaerS Flrstsource, Plant Glty, FL 33b66 I B.130 s Sep 15 2W / MITeK industries, Inc. Mon Feb b U/:03:1 U zU16 Page 1 I D: UMZBJ_Tg 1 fisGTOn_xl Z8vyRwUv-dD5FhsLF5cV7_CNc5SEbJJQVmQAD_elTmifS?CzoGDI -2-0-0 3-10-9 7-8-0 11-5-7 15-4-0 17-4-0 2-0-0 3-10-9 3-9-7 3-9-7 3-10-9 2-0-0 Scale = 1:31.4 4.A = 4 6.00 12 3x4 3x4 3 5 2 I 6 d y s 10 9 0 8 e e- 7 1.5x8 STP = 3x4 = 2x4 11 3x8 — 1.5x8 STP = 2x4 11 3x4 = 3x4 = 3x4 = 3-10-9 7-8-0 11-5-7 15-4-0 3.10-9 3-9-7 3-9-7 3-10-9 Plate Offsets (X Y)-- [2:0-0-8 Edge] 16:0-0-8 Edge] I LOADING (psf) SPACING- 2-0-0 CSI. DEIFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.02 10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 HOfz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH I Weight: 90Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPICHORD Structural wood sheathing directly applied or 5-1-6 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 I REACTIONS. (lb/size) 2=828/0-8-0, 6=828/0-8-0 Max Horz 2_ 113(LC 32) Max Uplift 2= 373(LC 8), 6=-373(LC 9) Max Grav 2=932(LC 40), 6=932(LC 41) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1324/380, 3-4=-876/321, 4-5=-876/322, 5-6= 1326/382 BOT CHORD 2-10=-328/1209, 9-10=-328/1209, 8-9=-240/1137, 6-8=-240/1137 WEBS 4-9=-136/532, 5-9=-493/201, 5-8=-91/379, 3-9= 490/199, 3-10=-91/381 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18f; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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. i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=373, 6=373. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 343 lb down and 93 lb up at 3-7-8, and 343 lb down and 93 lb up at 11-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-70, 4-7=-70, 2-6=-20 Thomas A. Albani PE No,39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING- Verify 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 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 it=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 I Job Truss Truss Type City Ply T13137779 ,1149533 T67 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 I1Sr1iQ 4.24 F12 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:03:11 2018 Page 1 I D:UMZBJ_Tg 1 fisGTOn_xi ZBvyRwUv-5PeduCMtswd_bMypeAlgsXycxgTSj6lc7M PDXezoGDk 1-2 12-7-9 16-3-0 18-3-0 4x6 = I 5x8 46 � 4 12 , 13 5 Scale = 1:34.5 5-6-14 10-8-2 16-3-0 5-6-14 5-1-51 5-6-14 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81,[5:0-5-4,0-2-81,[7:0-2-10,0-1-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.06 11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.09 9-11 >999 240 BCLL 0.0 ' Rep Stress incr NO WB 0.12 HOfZ(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 92lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1201/0-4-0, 7=1201/0-4-0 Max Horz 2=-76(LC 32) Max Uplift 2=-701(LC 8), 7=-701(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1836/1057, 3-4=-1796/1114, 4-5=-1701/1082, 5-6=-1801/1118, 6-7=-1840/1060 BOT CHORD 2-11=898/1586, 9-11=-951/1709, 7-9=-864/1577 WEBS 3-11=-158/260, 4-11 =-1 14/339, 5-9= 125/336, 6-9=-159/261 Structural wood sheathing directly applied or 3-3-12 oc purlins. Rigid ceiling directly applied or 7-7-1 oc bracing. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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 Ib uplift at Joint(s) except Qt=lb) 2=701, 7=701. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 135 lb up at 7-1-8, and 96 lb down and 135 lb up at 9-1-8 on top chord, and 153 lb down and 125 lb up at 3-7-7, 220 lb down and 146 lb up at 5-6-14, 55 lb down at 7-1-8, 55 lb down at 9-1-8, and 220 lb down and 146 lb up at 10-8-2, and 153lb down and 125 lb up at 12-7-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 70, 3-4= 70, 4-5= 70, 5-6=-70, 6-8=-70, 2-7=-20 Concentrated Loads (lb) Vert: 11=-175(F) 9=-175(F) 12=-60(F) 13=-60(F) 14= 66(F) 15=-28(F) 16=-28(F) 17=-66(F) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII.7473 rev. 1010312015BEFORE USE. Design valid for use only with 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 regardng 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, Aiexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply TI3137780 1149533 T68 Hip 1 1 I Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:03:12 201 B Page 1 ID: MMZBJ_TglfisGTOn_x1Z8vyRwUv-ZbCo6YNVdEIrDWW?CtG3PkVoUEmrSY5mDO8Z45zoGDJ 2.0-0 4.11-3 7-0-0 8-1-8 i9-3-0 11-3-13 16-3-0 18-3-0 2-0-0 4-11.3 2-0-13 1-1-8 I1-1-8 2-0-13 4-11-3 2.0-0 Scale=1:33.4 8-1-8 7-0-0 Plate Offsets (X,Y)-- f2:0-2-10,0-1-81,[4:0-2-0,0-2-81,[6:0-2-0,0-2-81,[8:0-2-10,0-1-81,[10:0-4-0,0-3-01 m 0 C6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.08 2-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.18 2-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 74lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-9 oc bracing. REACTIONS. (lb/size) 2=872/0-4-0, 8=87210-4-0 Max Horz 2=-105(LC 10) Max Uplift 2=-370(LC 12), 8=-370(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1091/889, 3-4=-846/742, 4-5=-730/704, 5-6=-730/704, 6-7=-846/742, 7-8=-1091/888 BOT CHORD 2-10=-535/895, 8-10=-570/895 WEBS 5-10= 319/473, 7-10=-256/348, 3-10=-257/349 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=370, 8=370. 7) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING - llarfly deslgn parameters and READ NOTES ON THIS AND INCLUDED mfrEK REFERANCE PAGE 114111-7473 rev. 10103J2015 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 fabricatlom 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, Alexancift VA 22314. Tampa, FL 33610 ♦ ti �i ob Truss russ ype Oty y T13137781 149533 T69 COMMON 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Oct 7 2017 MiTek Industries, Inc. Mon Feb 5 10:51:21 2018 Page 1 I I D:UMZBJ_Tg 1 fisGTOn_x1 ZBvyRwUv-Gli D9fG3ib6gVKg9UzrR1 osu6A27q U kmB9bxhpzoDm4 2.0-0 4-7-11 8-1-8 11-7-5 16-3-0 1"-3-0 2-0-0 4-7-11 3.5.13 I 3-5-13 4.7-11 2-0-0 Scale=1:32.9 4x61 5 I 6.00 12 3x4 i 3x4 4 6 2x4 II 2x4 II 7 3 2 8 m Io 1 3x4 = 14 13 12 3x4 = 9 3x6 61 15 2x4 11 5xB =` 2x4 11 112x410 11 4-7-11 -7-5 1-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.15 13-14 >994 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 10 Na n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-SH Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 1-2-2 except (jt=length) 15=0-3-8, 11=0-3-8. (lb) - Max Harz 16=-118(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 16=506(LC 12), 10_ 524(LC 13), 15= 224(LC 23), 11=-224(LC 24) Max Grav All reactions 250 lb or less at joint(s) 15, 11 except 16=1044(LC 23), 10=1044(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 378/89, 3-4=-532/299, 4-5=-518/447, 5-6=-517/446, 6-7=-531/296, 7-8=-376/84 BOT CHORD 2-16=-59/394, 15-16= 106/387, 14-15=-106/387, 13-14= 106/387, 12-13=-54/393, 11-12=-54/393, 10-11=-54/393, 8-10=-54/393 WEBS 3-16=-462/596, 7-10=-462/595, 4-14=-169/286, 6-12=-169/284 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C foil members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 506 lb uplift at joint 16, 524 lb uplift at joint 10, 224 lb uplift at joint 15 and 224 lb uplift at joint 11. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® 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 MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a inks 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 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 fabdcallorL storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, SUite 312. Alexandria, VA 22314. 4ob Truss Truss Type Qty Ply T13137782 ,1149533 Vol Valley 7 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 B.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:03:14 2018 Page 1 ID:UMZBJ_Tg1 fisGTOn_x1 Z8vyRwUv-V_KmXE019r?ZSpgOKIIXU9alv1 bkwUM3hJdgBzzoGDh 2-0-0 2-0-0 a a 0 2x4 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 TCDL 15.0 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 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Scale = 1:7.8 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=62/1-11-8, 2=48/1-11-8, 3=14/1-11-8 Max Harz 1=40(LC 12) Max Uplift 1= 20(LC 12), 2= 44(LC 12) Max Grav 1=62(LC 1), 2=48(LC 1), 3=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;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) 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 20 lb uplift at joint 1 and 44 lb uplift at joint 2. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MR'EKREFERANCE PAGE MIF7473 rev. 10/03P1015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding 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 faWcation, 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 fob Truss Truss Type City Ply T13137783 1149533 V02 Valley 3 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:03:15 2018 Page 1 I D:UMZBJ_Tg 1 fisGTOn_xi Z8vyRwUv-zAu8kaPNw97P4zFatOgmON7QvRvAfu6CwzN DgQzoGDg 4-0-0 4.0-0 1.3x6 Scale=1:12.8 It d 0 2x4 - 3x6 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS, (lb/size) 1=111/3-11-8, 3=-206/3-11-8, 4=-71/3-11-8, 5=470/3-11-8 Max Horz 1=98(LC 12) Max Uplift 1= 24(LC 12), 3— 206(LC 1), 4=-143(LC 3), 5=-290(LC 12) Max Grav 1=111(LC 1), 3=188(LC 12), 5=470(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5= 439/750 PLATES GRIP MT20 244/190 Weight: 13lb FT=20% Structural wood sheathing directly applied or 4-0-0 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=181t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) Bearing at joint(s) 3 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 24 lb uplift at joint 1, 206 lb uplift at joint 3, 143 lb uplift at joint 4 and 290 lb uplift at joint 5. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 Q WARNING- Verity 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 MRek® 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 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 T13137784 '1149533 V03 Valley 1 1 I Job Reference (optional) P 1 Builders FirstSource, Plant City, FL 33566 Y 0 0 4-9-2 8A 30 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07.03.16 2018 age Tg1 fiSGTOn,clZ8vyRwUv-RMSWywQ?hSFGi7gmRjL?ZagZMrE4OMtL8d6nDszoGDf 1-2-15 5 4 ?x4 3x6 II Scale = 1:17.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:21 lb 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. (lb/size) 1=150/5-11-8, 3= 49/5-11-8, 4=-15/5-11-8, 5=397/5-11-8 Max Horz 1=156(LC 12) Max Uplift 1=-19(LC 12), 3=-49(LC 1), 4= 29(LC 3), 5=-256(LC 12) Max Grav 1=150(LC 1), 3=45(LC 12), 5=397(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/125 WEBS 2-5=-376/639 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) Bearing at joint(s) 3 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 19 lb uplift at joint 1, 49 lb uplift at joint 3 29 Ib uplift at joint 4 and 256 lb uplift at joint 5. 7) This manufactured product is designed as an Individual building component. The suitability and use of. this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Atbani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mll--7473 rev. 10/012015 BEFORE USE � Design valld for use only with MITekm 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 aril property incorpo{ate this design Into the over building design. Bracing Indicaied Is to prevent buckling of Individual truss web and/or chord members orgy. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobficatlon, 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, Alexandrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty, Ply T13137785 1149533 VO4 Valley i 2 1 � Job Reference (optional) Builders FirstSource, Plant City, FL 33566 a 0 i 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:03:16 2018 Page 1 IDI UMZBJ_Tgl fisGTOn_xi ZBvyRwUv-RMSWywQ?hSFGi7gmRjL?ZagbnrFUOLSL8d6nDszoGDf 3-11'7 3x6 II 2x4 3x6 II �rmmmIiFji7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL; in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.22 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=109/3-10-15, 3=199/3-10-15, 4=-69/3-10.15, 5=458/3-10-15 Max Horz 1=97(LC 12) Max Uplift 1=-23(LC 12), 3=-199(LC 1), 4=-138(LC 3), 5=-282(LC 12) Max Grav 1=109(LC 1), 3=182(LC 12), 5=458(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-427/731 NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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) Bearing at joint(s) 3 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 23 lb uplift at joint 1, 199 lb uplift at joint 3, 138 lb uplift at joint 4 and 282 lb uplift at joint 5. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -'Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11--7473 rev. 101,0312015 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. Addillonal 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 fabricailom storage, delivery, erection and bracing of trusses and in=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 Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137786 1149533 V05 Valley 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:03:17 2018 Page 1 ID:UMZBJ_Tg1 fisGTOn_x1 ZBvyRwUv-vZOv9GReSmN7JHPz?QsE6nCk5FaJ7n5VNHsKIIzoGDe 4-9-2 5-11-7 4-9.2 I 1-2.5 Scale=1:17.6 3 q 0 0 5 4 2x4 i 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFLi in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vett(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=150/5-10-15, 3=-55/5-10-15, 4=-16/5-10-15, 5=401/5-10-15 Max Harz 1=154(LC 12) Max Uplift 1=-19(LC 12), 3=-55(LC 1), 4=-33(LC 3), 5=-258(LC 12) Max Grav 1=150(LC 1), 3=51(LC 12), 5=401(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/124 WEBS 2-5=-380/646 PLATES GRIP MT20 2441190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;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) Bearing at joint(s) 3 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 19 lb uplift at joint 1, 55 lb uplift at joint 3 , 33 lb uplift at joint 4 and 258 lb uplift at joint 5. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M147473 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 bullding 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 fabacaflon, storage, delivery, erection and bracing of trusses and muss 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 T13137787 4149533 V06 Valley 2 1 Job Reference (optional) tfWlaers t-Irstbource, mant Gny, t-L 40000 V 0 0 0.10uooeN 1ocv11IVIII—II1—LiICJ,IIIV. IVIUIIreu ray. i 1-10-5 5 4 3x6 2x4 II Scale=1:22.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL I in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH I Weight: 28lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-10-15. (lb) - Max Horz 1=212(LC 12) Max Uplift All uplift 100 lb or less at Joint(s) 1, 3, 4 except 5=-332(LC 12) Max Grav All reactions 250 lb or less at Joint(s) 1, 3, 4 except 5=516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-313/151 WEBS 2-5=-425/680 NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) Bearing at Joint(s) 3 considers parallel to grain value using ANSIIrPI 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) 1, 3, 4 except Qt=lb) 5=332. 7) This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10103/2015 BEFORE USE Design valid for use only wilh MlTekO 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 fabricatlon, storage, delivery, erection and tracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and,BCSI Building Component 6904 Parke East Blvd. Safety Information available from ]run Plate Institute, 218 N. Lee Street. Suite. 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13137788 149533 V07 Valley 2 1 Job Reference (optional) Builders Firstbource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:03:19 2018 Page 1 I D: UMZBJ_Tg 1 fisGTOn_x1 ZBvyRwUv-sx7faxSuzNdrZaZL6ruiBC15c2EebizorbLRpBzoGDc 4-9-1 8-9-1 9.11-7 4-9.1 4-0-0 1-2-6 Scale=1:27.9 v 0 0 2x4 7 6 5 2x4 11 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-SH 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 9-10.15. (lb) - Max Harz 1=270(LC 12) Max Uplift All uplift 100 lb or less at Joint(s) 4, 5 except 7=-277(LC 12), 6=-175(LC 12) Max Grav All reactions 250 lb or less at Joint(s) 1, 4, 5 except 7=429(LC 1), 6=273(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 459/194 WEBS 2-7=-355/566, 3-6=-244/400 PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone;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) Bearing at Joint(s) 4 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, 5 except Qt=lb) 7=277, 6=175. 7) This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 budding 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 budding 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 Qty, Ply T73137789 1149533 V08 Valley 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 5 07:03:19 2018 Page 1 I D: UMZBJ_Tg 1 fisGTOn_x1 ZBvyRwUv-sx7faxSuzNdrZaZL6rui BCI1 S21 Bbk?orbLRpBzoGDc -2-0-12 0.10-5 1-9-4 2-0.12 0-10.5 0-10-15 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 15.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress incr YES WB 0.04 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 2.0E 1-0-4 REACTIONS. All bearings 1-9-4. (lb) - Max Harz 2=110(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 4, 6 except 2= 153(LC 8) Max Grav All reactions 250 lb or less at Joints) 4, 5, 6 except 2=359(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:13.0 10x14 II DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.01 1 r1/r 120 MT20 244/190 Vert(CT) -0.01 1 n/r 120 Horz(CT) 0.00 4 n/a n/a Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 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) 4, 6 except at=lb) 2=153. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 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 Indicaied 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 inrss systems, seeANSI/TPI 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 1495?3 Iv09 T13137790 8.130 s UCI 7 2017 MITeK In( 1J_Tgl fisGTOn_xl Z8vyRwUv-y7K9CyVYpolnl 0-10-5 1 1-9-4 7 6 5x6 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.02 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.01 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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 OTHERS 2x4 SP No.3 REACTIONS. All bearings 1-9-4. (lb) - Max Horz 7=137(LC 9) Max Uplift All uplift 100 lb or less at joints) 4, 5 except 7= 141(LC 8), 6=-256(LC 9) Max Grav All reactions 250 lb or less at Joints) 4, 5, 6 except 7=453(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-408/574 Scale = 1:18.2 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% Structural wood sheathing directly applied or 1-9-4 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; end vertical left 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) 4, 5 except (jt=lb) 7=141, 6=256. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 5,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/032015 BEFORE USE. Design valid for use only with WOO connectors. This design Is based only upon parameters shown. and Is for an Individual building component, rot 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, Alexandrla, VA 22314. Tampa, FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' 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-'/ldr For 4 x 2 orientation, locate plates 0-1114' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. IndustryStandards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. 89: Design Standard for Bracing. Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 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 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 0 bracing should be considered. 01 O 3. Never exceed the design loading shown and never = U stack materials on inadequately braced trusses. 0 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 atjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%.at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber, or less, if no ceiling is installed, unless otherwise noted. established by others. © 2012 MiTek® All Rights Reserved MiTek � MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 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.