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HomeMy WebLinkAboutTRUSS-ENGINEERINGLumbers s'�gn values are in accordance with ANSI/TPI 1 section 6.3 These trdss designs rely on lumber values established by others. . BY : 1405747 - ,Sji ite Information: -Customer Info: BROOKVILLE HOMES Project Name: 1405747 Model: Lot/Block: 18/30/4 Subdivision: DEDRICK RESIDENCE Address: 2314 ATLANTIC BEACH BLVD City: FORT PIERCE State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph R'pof Load: 37.0 psf Floor Load: N/A psf I This package includes 74 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. I Seal# I Truss Name Date 1 T14596813 1 CJ01 7/18/18 118 T14596830 J10 7/18/18 12 I T14596814 I CJ02 17/18/18 119 I T14596831 I T01 17/18/18 I 13 I T14596815 I CJ03 17/18/18 120 I T14596832 I T02 .17/18/18 I 14 I T14596816 I HJ01 17/18/18 121 I T14596833 I T03 17/18/18 I 15 , I T14596817 I HJ02 17/18/18 122 I T14596834 I T04 17/18/18 � 16 I T14596818 I HJ03 17/18/18 123 I T14596835 I T05 17/18/18 17 ' I T14596819 I HJ04- 17/18/18 124 I T14596836 I T06 17/18/18 18 I T14596820 1 HJ05 17/18/18 125 I T14596837 I T07 .17/18/18 19 '' I T14596821 I J01 17/18/18 126 I T14596838 1 T08 17/18/18 1101 I T14596822 I J02 17/18/18 127 I T14596839 I T09 17/18/18 111 i. I T14596823 I J03 17/18/18 128 I T14596840 I T10 17/18/18 112 i I T14596824 I J04 17/18/18 129 I T14596841 I T11 17/18/18 113, I T14596825 I J05 17/18/18 130 I T14596842 I T12 17/18/18 114; I T14596_826 I J06 17/18/18 131 I T14596843 I T13 17/18/18 �15', 1T100'6827 I J07 17/18/18 132 I T14596844 I T14 17/18/18 116:-i--rr14596828 I J08 17/18/18 133 I T14596845 I T15 17/18/18 P- 7 II ' I T14596829 I J09 17/18/18 134 I T14596846 1 T16 17/18/18 II The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provzded by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1: These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should'verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ,`,`j1111i1I111ri ,, f E E N .'F7iV� ��♦ • No 22839 ; X • STATE OF .44/� 0 . ♦♦,i♦ s •....... • C- , Witter P. Flnn PE No22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 Finn, Walter 1 of 2 RE: 1405747 - Site Information: 1 Customer Info: BROOKVILLE HOMES Project Name: 1405747 Model: Lot/Block: 18/30/4 Subdivision: DEDRICK RESIDENCE Address: 2314 ATLANTIC BEACH BLVD City: FORT PIERCE , State: FL No.. I Seal# I Truss Name I Date 35 IT14596847IT17 7/18/18 136 I T14596848 I T18 1 7/18/18 1 137 I T14596849 I T19 1 7/18/18 1 138 I T14596850 I T20 1 7/18/18 1 139 I T14596851 I T21 1 7/18/18 1 140 I T14596852 I T22 1 7/18/18 141 I T14596853 I T23 1 7/18/18 142 I T14596854 1 T24 1 7/18/18 1 143 I T14596855 I T25 1 7/18/18 1 144 I T14596856 I T26 1 7/18/18 1 145 I T14596857 I T27 1 7/18/18 1 146 I T14596858 I T28 1 7/18/18 1 147 I T14596859 I T29 1 7/18/18 1 148 I T14596860 I T30 1 7/18/18 1 149 IT14596861IT30A 1 7/18/18 1 150 I T14596862 I T31 1 7/18/18 151 I T14596863 I T32 1 7/18/18 152 I T14596864 I T33 1 7/18/18 153 I T14596865 I T34 1 7/18/18 154 I T14596866 I T35 1 7/18/18 155 I T14596867 I T36 1 7/18/18 156 I T14596868 I T37 1 7/18/18 157 I T14596869 I T38 1 7/18/18 158 I T14596870 1 T39 1 7/18/18 1 159 I T14596871 1 T40 1 7/18/18 1 160 1 T14596872 1 V01 1 7/18/18 1 161 I T145968731 V02 1 7/18/18 1 162 I T14596874 1 V03 1 7/18/18 1 163 I T14596875 1 VO4 1 7/18/18 164 I T14596876 1 V05 1 7/18/18 1 165 I T14596877 1 V06 1 7/18/18 1 166 1 T14596878 1 V07 1 7/18/18 1 167 I T14596879 1 V08 1 7/18/18. 1 168 I T14596880 1 V09 1 7/18/18 1 169 I T14596881 1 V10 1 7/18/18 1 170 1 T14596882 1 V11 1 7/18/18 1 171 I T145968831 V12 1 7/18/18 1 172 1 T14596884 1 V13 1 7/18/18 1 173 I T14596885 1 V14 1 7/18/18 174 I T14596886 1 V15 1 7/18/18 2of2. F3 Job Truss Truss Type Qty Ply T14596813 1405747 CJol Jack -Open ' 22 1 Job Reference (optional) tsui aers r-rrstoource, i ampa, Plate Offsets (X,Y)-- rl¢rlt ldty, riullud JJDuu v.ccv o may -1 — — rvu i cn a iuumi ic... ...... ...... — — -...- ..-y.. . I D:Ip7TFLHdGdOODJoSejZpmvzKErt-zcJdORn?ZsamN PF6X4JOkvGb_RSUHrflfgSioSywtt d -1-4-0 _ 1.0.0 ' 1-4-0 1-0-0 LOADI�G (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES 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 2x4 SP No.2 REACTIONS. (lb/size) 3=-2/Mechanical, 2=166/0-8-0, 4=-15/Mechanical Max Harz 2=61(LC 12) Max Uplift 3=-3(LC 13), 2=-113(LC 12), 4= 15(LC 1) Max Grav 3=16(LC 8), 2=166(LC 1), 4=27(LC 8) Scale = 1:7.8 c9 ut o PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=4.2psf; 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 34-0 tall by 2-0-0 wide will fit'Ibetween the bottom chord and any other members. 4) Refef,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) 3, 4 except (jt=lb) 2=113. 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." ro Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI1-7473 rev. 10103/2015 BEFORE USE. ' Design valld 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 Is ahv ciys requiredfor 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, MANSI/IPII Qualify Cdledu, DSB-69 and BCSI Bulld(ng Component 6904 Parke East Blvd. Safety tntotlnaRonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596814 1405747 CJ02 Jack -Open ` 16 1 I Job Reference (optional) tsuuaersrmrstoource, Tampa, ream arty, rrortau 0a000 O.'" - "y —. 10 -11 — I1--1—, II ayo I D:Ip7TFLHdGdOODJoSejZpmvzKErt-zcJdORn?ZsamN PF6X4JOkvGb_RRaHrtlfgSioSywtl d -1-4-0 3-0-0 1-4-0 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 0.26 Vert(LL) -0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix -MP LUMB TOP C BOTC 1) 2) This 3) ' Thh will fil 4) Refei 5) Provi 2=11 6) "This 2x4 SP No.2 2x4 SP No.2 (lb/size) 3=60/Mechanical, 2=202/0-8-0, 4=30/Mechanical Max Harz 2=117(LC 12) Max Uplift 3=-67(LC 12), 2=-11 O(LC 12), 4= 3(LC 12) Max Grav 3=60(LC 1), 2=202(LC 1), 4=50(LC 3) (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.8 CO 6 m PLATES GRIP MT20 244/190 Weight: 12 lb . FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. (6) ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., 0.18; MW FRS (envelope) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 2-11-4 zone;C-C for members and forces & iS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 uss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between the bottom chord and any other members. to girder(s) for truss to truss connections. e mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) iufactured product is designed as an individual building component. The suitability and use of this component for any building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." . Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with NIATekV connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a tru$s 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 fabri atlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSUM/I GaaMyCiltedid, DSO-89 and SCSI Buffdfng Component 6904 Parke East Blvd. SolefyIntonnaflonavallable, from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 11 Job Truss Truss Type Qty Ply T14596815 14057471 CJ03 Jack -Open ' 8 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MITek Industries, Inc. Wed Jul 18 09:41:27 2018 Page 1 ID:lp7TFLHdGd0ODJoSejZpmvzKErt-Rot?bnod KAid?Zq[5ngdH7phlrh501vuuKC FKuywtt c -1-4-0 5-0-0 1-4-0 5-0-0 Scale = 1:18.0 3x4 = 5-0-0 Plate Offsets (X Y)-- (2:0-1-4 0-0-21 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.07 4-7 >848 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.06 4-7 >926 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL , 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTjONS. (lb/size) 3=113/Mechanical, 2=269/0-8-0, 4=59/Mechanical Max Horz 2=175(LC 12) Max Uplift 3=-125(LC 12), 2= 133(LC 12), 4=-10(LC 12) Max Grav 3=113(LC 1), 2=269(LC 1), 4=88(LC 3) 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=4.2psf; BCDL=3.Opsf; h=18fh Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-11-4 zone;C-C for members and forces & MWFIPIS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - Thisltruss 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) Refe�'to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=125; 2=133. 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.' Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. f 0/03/2015 BEFORE USE. ' Design valid for use only with Mffe'4 conneclors. This design Is based only upon parameters shown, and Is for on Individual building componeni, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bullctng design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiYek' 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, seeANSVW11 QualityCAdedd, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Iniomrationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, AJexandrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T14596816 1405747 HJ01 Diagonal Hip Girder `' ' 4 1 Job Reference optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 zul v wit I eK Inuu5me5, Ifni, vveu our 10 vu- i.— cv 10 raye 1 ID:Ip7TFLHdGdOODJoSejZpmvzKErt-NB_mOSqusnyLEs_hCCt5MYu3mfOhUCXBMehMPnywtl a 1-10-10 6-0-0 9-10-1 1-10-10 6-0-0 3-10-1 Scale: 1/2'=1' 3x4 —_ NAILED NAILED NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.33 6-8 >361 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.37 6-8 >321 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 44lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=136/Mechanical, 2=50610-10-15, 5=317/Mechanical Max Horz 2=257(LC 4) Max Uplift 4= 135(LC 8), 2= 274(LC 4), 5= 206(LC 8) FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-258/318 NOTES- (8) 1) Wind:IASCE 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); 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 !fuss 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) R2fer 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 at=lb) 4=135, 2=274, 5=206. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) Ira 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 particdlar 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=54, 2-9=-14, 4-9= 54, 2-5=-20 Concentrated Loads (Ib) Vert: l l=-73(F=-37, B=-37) 13=-9(F=-5, B=-5) 14=-61(F=-31, B= 31) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARN/NG - VeZ design parameters and READ NOTES ON TMS AND INCLUDED MI EK REFERANCE PAGE MI1-7473 rev. r0/0"0f5 BEFORE USE. Deslggtt'�valid for use only 4vifh MiTelc� connectors. This design I` based only upoh para'netets shown, and Is for an Individual building component, not Incorporate this design Into the a trusS'�system. Before use, the building designer must verify the applicablllty of design parameters antl properly overall buildl�rg design. &acing Indicated Is to prevent buckling of Individual Truss web and/or chord members only. Addiflonal Temporary and permanent bracing �i�eik' Is always required for stability and to prevent collapse wlih possible personal Infury and property damage. For general guldance regarding the fabrlcatlon, storage, delivery, erecaon and bracing of trusses and truss systems, seeANSI/)PII CualOyCr@eda, OSB�69 and BCSY BugdUg Campononf 6904 Parke East Blvd. SaM )nformallotpvallable from truss Pldte Institute, 218 N. Lee Street, Sulte 312. Alexandria, VA 22314. Tampa, FL 33610 Job I Truss Truss Type Qty Ply I T14596817 1405747 HJ02 Diagonal Hip Girder( 2 1 Job Reference (optional) Builders IFirstSource, Tampa, i I I I Plant City, Florida 33566 8.220 s May 24 201 B MI I eK industries, Ina. Wed dui 1 B uu:41:30 20i8 rage i I D:Ip7TFLHdGdOODJoSejZpmvzKErt-rNY8EogW d54CsOYtmvOKulRCd3g6DfeKalQvxDywt1 Z -1-10-10 6-9-4 i-10-i o 6-9-4 Scale = 1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vett(LL) -0.10 2-4 >772 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.20 2-4 >386 180 BOLL 0.0 ' Rep Stress incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code F802017ITP12014 Matrix-P Weight: 241b FT = 20% TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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. REACTIONS. (lb/size) 3=150/Mechanical, 2=384/0-10-15, 4=69/Mechanical Max Horz 2=195(LC 4) Max Uplift 3� 146(LC 8), 2=-217(LC 4) Max Grav 3=150(LC 1), 2=384(LC 1), 4=128(LC 3) i FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-i (8) 1) Wind:IASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi 10.18; 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) ` Thisl truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit'between the bottom chord and any other members. 4) Refer, to girder(s) for truss to truss connections. 5) ProAe' mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3-14ti] 2=217. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the (LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This 'manufactured product is designed as an individual building component. The suitability and use of this component for any partictlfar 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 Unifotln Loads (pif) Vert: 1-3= 54, 2-4= 20 Concentrated Loads (lb) Vert: 8=-9(F— 5, B=-5) I Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Btvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Desigr3 valid for use only with MlTek®connectots. This design Is based only upon parameters shoran, a`rd Is for �`� 6`jdlvidua' txtoding component, trot 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. &acing Indlcafed Is to prevent buckling of individual Truss web and/or chord members only. Additional Temporary and permanent bracing MiTek" Is aivJdys required for stability and toprevent collapse with possible personal InJury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, seeANS//►PIl Aua1By CrB®da, DSB�9 and BCS/ Bu➢d/ng Compon®nf 6904 Parke East Blvd. SaletyrnloRnat�rtovailable from Truss Plafe Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job 11 Truss Truss Type Qty Ply T14596818 1405747 I HJ03 Diagonal Hip Girder' r 2 1 i Job Reference (optional) Builders! FirstSource, Tampa, Plant City, Florida 33566 -1-10-10 1-10-10 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jul 18 09:41:31 2018 Page 1 ID:Ip7TFLHdGdOODJoSejZpmvzKErt-JZ6W R8r8OPC3UA73KdVZRzzNrS1 Fy6uUpyATTfywtl Y 7-0-2 7-0-2 Plate Offsets (X,Y)-- f2:0-0-1,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.10 2-4 >821 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.18 2-4 >437 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 25lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 ` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=154/Mechanical, 2=392/0-10-15, 4=75/Mechanical Max Harz 2=199(LC 22) Max Uplift 3=-146(LC 8), 2= 219(LC 4), 4= 6(LC 9) Max Grav 3=154(LC 1), 2=392(LC 1), 4=121(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., GCpJA.18; MWFRS (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) ' Thistruss has been designed for a live load of 26.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit �etween the bottom chord and any other members. 4) Refer �o girder(s) for truss to truss connections. 5) P#ovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (Jt=lb) 3=146j2=219. 6) 'NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 (pit) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 8=-9(F=-5, B= 5) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Vedwesign parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. " Design vaild for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the appllcabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndlAclual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' . Is alw6ys required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection an, bracing of trusses and truss systems, seepN3///p/► CUaIByCrflefb, DSO-89 and SCSI BUgdkig Component 6904 Parke East Blvd. SatefyI.M.atbna,d,.bl. from Truss Plate InsBfute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596819 1405747 HJ04 Diagonal Hip Girder` 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jul 18 09:41:31 2018 Page 1 I D:Ip7TFLHdGdOODJoSejZpmvzKErt-JZ6 W RBrBOPC3UA73KdvZRzzP1 S7ny6uUpyATTfywtl Y 1-10-10 4-0-1 1-10-10 4-0-1 4-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.01 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FB02017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 (lb/size) 3=59/Mechanical, 2=294/0-10-15, 4=36/Mechanical Max Horz 2=138(LC 4) Max Uplift 3= 36(LC 8), 2=-201(LC 4) Max Grav 3=59(LC 1), 2=294(LC 1), 4=72(LC 3) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. Scale=1:12.2 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins. BOT 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; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (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 fit1between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provi a mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=lb) 2L-201 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the'LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 C'ASE(S) Standard 1) Dead'+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 2-4— 20 Walter P. Finn PE No.22839 Mi rek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33010 Date: July 18,2018 ® 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 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 MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUMII QualityCrifeda, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety infoenaRanavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Mexandrla, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596820 1405747 HJ05 Diagonal Hip Girder` 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MI I ek industries, inc. Wed Jul 1 S 09:41:32 2018 rage I D:Ip7TFLHdGdOODJoSejZpmvzKErt-nmgufUsm9i Kw5KiGtKQo_AW agsTjhZ8d2cvOD5ywtl X -1-10.10 4-2-3 1-10-10 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.01 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.03 2-4 >999 180 BCLL 0,0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Scale = 1:12.6 PLATES GRIP MT20 244/190 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=65/Mechanical, 2=299/0-10-15, 4=38/Mechanical Max Horz 2=142(LC 4) Max Uplift 3=-45(LC 8), 2=-199(LC 4) Max Grav 3=65(LC 1), 2=299(LC 1), 4=76(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (8) 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' Thisitruss 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 Eo girder(s) for truss to truss connections. 5) Provi�e mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2±199 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 1-3=-54, 2-4= 20 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - VMr design parameters end READ NOTES ON THIS AND INCLUDED Mff K REFERANCE PAGE MII-7473 rev. f0 O MM BEFORE USE. " Desigij valid tot use only with lvrlTek® connectors. This design Is based only upon parameters shown, and Is for ah Individual beading component, not a truss system. Before use, the building designer must verity the appilcabillty of design parameters and properly Incorporate this design Into the overall bull" deslgn. &acing Indicated is to prevent buckling of Individual truss web and/or.chord members only. Additional Temporary arid permanent bracing Meek" , Is ,_required for slablllty and To prevent collapse with posslb,e persona, inJury and property damage. For general guidance regarding the fabricaTlon, storage, del Ivery, erection and bracing of trusses and truss systems, seeANSI/rPll a . W Cdleda, DSB-89 and SCSI BufldM Component 6904 Parke East Blvd. Street, Suite 312, Alexandria, VA 22314. Sa(elj✓Infolma/brr3vallable fr0m Truss Plot. Institute, 2, 8 '.Lee" Tampa, FL 33610 Job Truss Truss Type City Ply T14596821 1405747 J01 Jack -Partial _ ` 22 1 Job Reference (optional) uuriaersirirsi6ource, I amps, runt uny, rionaa aa000 ,,,... -- , , -u- ID:Ip7TFLHdGdOODJoSejZpmvzKErt-FyEHsgtOwOSnjUHSR2xl WO3ezGg2000mGGfZYyywtl W -1-4-0 7-0-0 1-4-0 7-0-0 B LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.20 4-7 >406 240 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.22 4-7 >379 180 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL - 10.0 Code FBC2017/TP12014 Matrix-MSH TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 (lb/size) 3=166/Mechanical, 2=340/0-8-0, 4=83/Mechanical Max Harz 2=233(LC 12) Max Uplift 3=-183(LC 12), 2= 159(LC 12), 4=-13(LC 12) Max Grav 3=166(LC 1), 2=340(LC 1), 4=124(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:23.0 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 9-9-3 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; MWFRS (envelope) and C-C Extedor(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 6-11-4 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) - Thisltruss 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 Vo girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4 except Qt=lb) 3=18312=159. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particlar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." I Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33810 Date: July 18,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE ' r Design valid for use only with IvliTei.0 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 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, seeAtyS/gplf CuoW CrMello, DSO-89 and BCSI Bu®ding Component 6904 Parke East Blvd. Softy InfolmaUonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596822 � 1405747 J02 Jack -Partial } 7 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MI I ex Industries, inc. wed uui 1 a 09:41:34 2018 raye ID:Ip7TFLHdGdOODJoSejZpmvzKErt-kBof3AtOhKaeLdse?ISG3bbu_g4j9TewVwO74_ywtt V 1-4-0 5-0-0 � 5-0-0 3x4 = LOADING (PSI) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TO 0.58 TCDL 7.0 Lumber DOL 1.25 BC 0.47 BOLL 0.0 Rep Stress Incr YES W B 0.00 BCDL 10.0 Code FBC2017(rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=113/Mechanical, 2=269/0-8-0, 4=59/Mechanical Max Horz 2=175(LC 12) Max Uplift 3= 125(LC 12), 2=-133(LC 12), 4=-10(LC 12) Max Grav 3=113(LC 1), 2=269(LC 1), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max Ten. -Alf forces 250 (lb) or less except when shown. Scale = 1:17.8 m 0 OD 6 N N DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.07 4-7 >848 240 MT20 244/190 Vert(CT) -0.06 4-7 >926 180 Horz(CT) -0.00 3 n/a n/a Weight: 18 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-b 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 Q Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-11-4 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 j(russ 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) 4 except Qt=lb) 3=125',2=133. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particyjar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Finn PE No.12839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 18,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE PAGE MII-7473 rev. 101032015 BEFORE USE. Deslg�t valid for use only wlih Mnelc� cohnectors. ih{s design Is twsed otUy upan parameters shown, and Is for ctrt IndlNduai buNding Component not a Trus3 system. Before use, The building designer must verify The applicability of design parameters and properly Incorporate this design Into the overall bulldfhg 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 fabricglion, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPIf GualltyCrBerfa, OS949 and BCSI BUUd(gg Component 6904 Parke East BNd. Safelyfnlormallorravallablefiom Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596823 1405747I J03 Jack -Partial ` r 1 1 Job Reference (optional) timers, t-Irst6ource, I amps, Hiant Guy, I-ionaa 33bbb n.ZZU s uvuay z4 eU 18 uvu r UK mUusu Ies, mU. vveu dui ro uu:w i:au cu 10 rayu ID:Ip7TFLHdGdOODJoSejZpmvzKErt-CLM1 HWufRdiVynRgZSzVbp81X4Qbtwu3kZBgcQywt1 U 2-0-1 5-10-8 2-0-1 3-10-7 Scale = 1:17.9 i II I m 0 3x4 = OD N I� N e p O I 4 5 4x10 MT20HS I I 2-0-1 5-10-8 2-0-1 3-10-7 Plate Offsets (X,Y)-- (1:0-0-0,0-1-12j, j5:0-0-0,0-1-12) I LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud TCLL ! 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.08 4-5 >804 240 TCDL 1 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.10 4-5 >652 180 BCLL I 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 3 n/a n/a BCDL . 10.0 Code FBC2017frPI2014 Matrix -MR TOP CHORD 2x4 SP No.2 BOT CF{GRD 2x4 SP No.2 WEBS 2x4 SP No.3 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 19 lb , FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc puriins, except end. verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=210/Mechanical, 3=142/Mechanical, 4=68/Mechanical Max Horz 5=109(LC 12) Max Uplift 5= 93(LC 12), 3— 148(LC 12), 4=-5(LC 12) Max Grav 5=210(LC 1), 3=142(LC 1), 4=106(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-5— 164/263 NOTES I (8) 1) Wjnd'IASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpjL 0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 2-0-1, Interior(1) 2-0-1 to 5-9-12 zone;C-C for members and forces & MW Fr 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 I��uss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This'Itruss 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) Aefer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of. truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=14k 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: I July 18,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 111II-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, hot a truss system. Before use, the building designer must verify the appllcabliity 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 al Ways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrk�ation, storage; delivery, erection and bracing of trusses and truss systems, seeANsymif Cual/fyCrCetb, DSB-69 and BCS1 Building Component 6904 Parke East Blvd. Safely Infotmallanavailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T74596824 1405747 J04 Jack -Partial r r 6 1 Job Reference (optional) t3Ullaers Irlrsrbuurce, I arnpa, runt linty, mum IUa 00000 ..—. a .—Y c� cv i v iru , cn a �uwu gas, n ........... ...........-- -- -- , _�_ . I D:Ip7TFLHdGdOODJoSejZpmvzKErt-CLM1 HW ufRdiVynRgZSzVbp84V4RXtwu3kZegcQywtl U -1-4-0 4-10-0 1-4-0 4-10-0 • 3x4 = Scale = 1:17.4 Plate Offsets (X Y)-- [2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 4-7 >944 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 . 3 n/a n/a BCDL 10.0 i Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD 2x4 SO No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=109/Mechanical, 2=263/0-8-0, 4=57/Mechanical Max Horz 2=170(LC 12) Max Uplift 3= 120(LC 12), 2=-130(LC 12), 4=-1 O(LC 12) Max Grav 3=109(LC 1), 2=263(LC 1), 4=85(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-, (6) 1) Wind:IASCE 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)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-9-4 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) Infer Eo girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=120, 2=130. 6) "This manufactured product is designed as an individual building component. The suitability and use of this componbnt for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." I1 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valld for use only with MITeM connectors. This design Is based only upon parameters shown. and Is for an Individual buRding component not a trust system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulldl{ g 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 posstble personal Injury and property damage. For general guidance regarding the fabrtcatlon, storage, delivery, erection and bracing of trusses and Truss systems, seeANS&7Pl1 Qua1UyCrBeda, DSB-89 and BCSI BU9drng Component 6904 Parke East Blvd. SafeVntormallonovallable from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596825 1405747 J05 Jack -Partial / 6 1 Job Reference o tional builders r-irstbource, i ampa, Piani city, t-ionaa a out) o.LLV J IVIQy 49 LV 10 IVII I WN 11IU-11 D, I— VYOU — 1. —� , oU= I D:I p7TFLHdGdOODJoSejZpmvzKErt-gXvPUsvHCxgMax016AVk8Oh9bTfKcMpDzDtD9tywtl T -1-4-0 1-7-1 2-8-0 4-8-1 7-0-0 1-4-0 1-7-1 1-0-15 2-0-1 2-3-15 Scale = 1:23.4 4 �I I I 6.00 12 m 0 10 L? m I 3 o 2 Li 0 I 6 7 6 1 d. 3x6 = 2x4 II I ST1.5x8 STP = i i I 2-2-t2 I 222212 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.34 6 >246 240 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.31 6 >266 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) -0.12 5 n/a n/a BCDL 10.0 Code FB02017frP[2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-6: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=156/Mechanical, 2=351/0-8-0, 5=98/Mechanical Max Horz 2=233(LC 12) Max Uplift 4=-161(LC 12), 2= 157(LC 12), 5=-32(LC 12) Max Grav 4=156(LC 1), 2=351(LC 1), 5=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-209/286 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- (6) 1) Wind: �SCE 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)-1-4-13 to 1-10-3, Interior(1) 1-10-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) T14is miss 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) Rrovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=161 1 1 2=157. 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." I Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED 14ATEKREFERANCE PAGE 111I1.7473 rev. 1010312015 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 bulld6g design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is alw lays iequlred 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, seeANSUlpll, Quality Cdfeda, DSB-89 and BCSI Buildhig Component 6904 Parke East Blvd. Safety; !Inforaraf dnovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596826 1405747 J06 Jack -Partial 2 1 I Job Reference (optional) buuaers rrrsisource, i ampa, t-iant .,uy, rimier 000vo 5-0-0 b I D:Ip7TFLHdGdOODJoSejZpmvzKErt-BjTni BwvzFyDC5bDgtOzhEDOrt4XLpNM BtdnhJywtl S Scale=1:17.0 3x4 = 5-0-0 J 5-0-0 Plate Offsets (X Y)-- f 1:0-1-4 0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.08 3-6 >749 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.07 3-6 >891 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix -MP Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHQAD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=183/0-8-0, 2=118/Mechanical, 3=65/Mechanical Max Horz 1=143(LC 12) Max Uplift 1= 71(LC 12), 2= 129(LC 12), 3= 15(LC 12) Max Grav 1=183(LC 1), 2=118(LC 1), 3=90(LC 3) FORCES! (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind:, SCE 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) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 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) R&fer W girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 2=129,I 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." B Waiter P. Finn PE No.22838 MiTek USA, Inc. FL Cart 8834 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 u ® WA ".d -Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev. 70/0311015'BEFORE f?estgnivo;ld fat use only with FvttTe:, canreatars. Thds design !s based ably upa7 parameters shaven, and !s fct an individual twAdEng component, not a 1ntsS 5ysiem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. &acing indicated Is to prevent buckling of Indlvlduai Truss web and/or chord members only. Addittond temporary and rmclnenl bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricgtlon, storage, dellvery, erection and bracing of trusses and truss systems, seeANSVW11 AualByOffedo, DSB-89 and BCSI'Buedfng Component 6904 Parke East Blvd. Safetyfnfonnatlbnavailable from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596827 1405747 J07 Jack -Partial 4 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jul 18 09:41:38 2018 Page 1 1 D:lp7TFLHdGdOODJoSejZpmvzKErt-cv1 AvXxXkY44pFAPEbXCDRmZbHQm4GdW QXMKDiywtl R 5-0-0 5-0-0 ADEQUATE 3x4 = SUPPORT REQUIRED. 5-0-0 Scale = 1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(ILL) 0.08 3-6 >749 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.07 3-6 >891 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=183/Mechanical, 2=118/Mechanical, 3=65/Mechanical Max Harz 1=143(LC 12) Max Uplift 1=-71(LC 12), 2=-129(LC 12), 3= 15(LC 12) Max Grav 1=183(LC 1), 2=118(LC 1), 3=90(LC 3) FORCES. (Ib) - 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=4.2psf; BCDL=3.Opsf; h=18ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 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) Rovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) 2=129� 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE M11-7473 rev. 10103120IS BEFORE USE. " �stgn valid for use only vAfi WillekA5 connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not at '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 fabricblion, storage, delivery, erection and bracing of trusses and truss systems, seeAAISy7PIr AuallyCdleda, DSB-89 and SCSI SuQdingComponent 6904 Parke East Blvd. Sa/e/yinlormaRonovallable from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596828 1405747 JOB � Jack -Partial �' 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MI I ek Industries, Inc. Wed uui 18 09:41:39 2018 rage i ID:Ip7TFLHdGdOODJoSejZpmvzKErt-46bY7tx9VsDwRPkcol2RmfJpihtkpjtffB6ulBywt1 Q 1-4-0 2-10-8 1-4-0 2-10-8 Scale=1:12.5 2-10-8 Plate Offsets (X,Y)-- (2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) .I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a . n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) 3=57/Mechanical, 2=198/0-8-0, 4=28/Mechanical Max Harz 2=114(LC 12) Max Uplift 3=-63(LC 12), 2=-109(LC 12), 4=-3(LC 12) Max Grav 3=57(LC 1). 2=198(LC 1), 4=48(LC 3) 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=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=6.18; MWFRS (envelope) and C-C Extedor(2)-1-4-13 to 1-7-3, Intedor(1) 1-7-3 to 2-9-12 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This Xruss 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) R'efer 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, 4 except Qt=lb) 2=1091' 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.' I Walter P. Finn PE No.22839 MiTek USA; Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33810 Date: July 18,2018 ® WANING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEK REFERANCE PAGE MII-7473 rev. 10103,2015 BEFORE USE. ' Design valid for use only with MlTeM connectors. this design is based only upon pdrameterss shown, and !s for w Individual bu0ding componeht hot a tnrss system. Before use, the building designer must yerlry the appllcablliry of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is To prevent buckling of Individualtruss web and/or chord members only. AddlOonal Temporary and permanent bracing Is always required for stability and io prevent collapse with possible personal injury and property damage. For general guidance regarding the MOW IYA� I�k� fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUlPII CualifyCrlt®IfO DS8�9 and BCSLBURdIng Component Safery;lnloRnallonavaliable from Truss Plate Insfltufe. 2, 8 N. Lee Street, Suite 312, Alexand ia, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596629 1405747 J09 Jack -Open 1 1 Job Reference (optional) BuildersiFirstSource, Tampa, Plant City, Florida 33566 8.220 S May 24 2018 MI I ek Industries, Inc. Wed Jul 18 09:41:40 eui 8 rage 1 ID:Ip7TFLHdGdOODJoSejZpmvzKErt-YI9wKDynGALn3YJoLOZglsr_o56VY9SotrrRleywtl P 1-4-0 7-0-0 1-4-0 7-0-0 4x6 = 3x4 = Scale = 1:17.6 4-0-8 _ 7-0-0 4-0-8 2-11-8 Plate Offsets (X Y)-- [2:0-0-12 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.13 6-8 >642 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.11 6-8 >759 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.06 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight: 32 lb 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS I 2x4 SP No.3 REACTIONS. (lb/size) 4=85/Mechanical, 2=340/0-8-0, 5=164/Mechanical Max Horz 2=150(LC 12) Max Uplift 4=-72(LC 9), 2=-180(LC 12), 5=-71(LC 12) FORCES., (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less -except when shown. WEBS 3-6=-156/360 NOTES -I (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wmd:IASCE 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)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-0-8, Exterior(2) 4-0-8 to 6-11-4 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=1b) 2=180. 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.' Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verity design pammetera and READ NOTES ON TH/S'AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev, f0/0? 075.BEFOREUSE- Qestgn va11d for use only with talTelt:� connectors. This design Is based only upon parameters shown, and Is for ah Indivldudl ixllld6`1g component, not a truss system. Before use, the bullding designer must verify the applicability of deS meteand properlyIncorporate ibisdeInto thebuildi(rg design. Bracing Indicatetoprevntbuckling ofIndlvldual trussweb aord membersonlyAddlflonal Temporaryd permanentbracing MiT®k� Iability and To collapsewith possiblepersonal inuryperty damag. Forgeneral guidance regrding thrction and bracing of trusses and truss systemsse/l GuaIByCrBeda, DSB89 and BCS18uBdG�g Component 6904 Parke East Blvd. So/etylnMm7c/bnavallabl. from Truss Piote I.sfltut., 218 N. Lee Street, SulT.312, Alexandria, VA 22314. Tampa, FL 33610 Job ;' Truss Truss Type City Ply T14596830 1405747 J10 Jack -Open 1 + 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jul 18 09:41:42 2018 Page 1 I D:Ip7TFLHdGdOODJoSejZpmvzKErt-VhHglv_2onbV IsTBTRb8OHxBqumXO2U5L9KYM Wywt1 N -1-4-0 7-0-0 J 1_0 7-0-0 4x6 = 3x4 = Scale=1:22.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.29 6-9 >285 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.26 6-9 >326 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.06 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, BOT CH(jRD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=33/Mechanical, 2=340/0-8-0, 5=216/Mechanical Max Horz 2=208(LC 12) Max Uplift 4=-12(LC 8), 2= 169(LC 12), 5� 186(LC 12) Max Grav 4=56(LC 3), 2=340(LC 1), 5=216(1_C 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-202/463 NOTES- 1 (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=42psf; BCDL=3.Opsf; h=18ft Cat. II; Exp,C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 6-0-8, Exterior(2) 6-0-8 to 6-11-4 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 tniss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) 2=169; 5=186. 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." WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 $904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Vedfy.design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10103MIS BEFORE USE. Design; valid for use only with MiTek® connectors, This design Is based only upon pworneters shown, and Is for an Individual building component not a truss system. Before use, the building -designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, $00ANSYM11 CuallfyCrfledo, DSO-89 and BCS1 Bulfding Component 6904 Parke East Blvd. SafetyjlnfotmaBonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596831 1405747 T01 Hip Girder ] 1 Job Reference (optional) builders T-IrsiSource, I ampa, Plant Uty, Ronda ss000 8.220 a May w to I o Iwl I er. muuau lea, InG. vv6u tlol 1 o vwAi:YY Gu I o rage I ID:Ip7TFLHdGdOODJoSejZpmvzKErt-R30RAb?IKOrDXAdZarecTiOWhiNIUuUOoTpfRPywt1 L -4-0 7-0-0 12-0-0 17-0-0 24-0-0 25-4-0 1j4-0 7-0-0 5-0-0 5-0-0 7-0-0 Scale = 1:44.2 Special NAILED Special " Sx8 = NAILED NAILED 2x4 II NAILED 5x8 = 3 11 12 4 13 14 5 - Ia a J I "Oxa a l P— I NAILED NAILED 5x8 NAILED 2x4 l .. I..— .. r— 3x6 = 2x4 = 3x6 = Special NAILED Special 7-0-0 12-0-0 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.24 8-9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.28 9-10 >999 180 BCLL 0.0 ' Rep Stress incr NO WB 0.42 Horz(CT) 0.11 6 n/a n/A BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 110 lb FT = 20% LUMBER- BRACING - TOP CHARD 2x4 SP M 31 "Except' TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. 3-5: 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1830/0-8-0, 6=1830/0-8-0 Max Harz 2=-97(LC 25) Max Uplift 2=-1254(LC 8), 6=-1254(LC 9) FORCES: (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-3294/2259, 3-4=-3441/2495, 4-5= 3441/2495, 5-6= 3294/2260 BOT CHORD 2-10=-1951/2833, 9-10=-1961/2855, 8-9=-1890/2855, 6-8=-1880/2833 WEBS 3-10=-236/627, 3-9= 633/786, 4-9= 605/653, 5-9= 6341786, 5-8=-236/627 i NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind:IASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., (3Cpi=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 lb uplift at joint(s) except (jt=lb) 2=1254, 6=1254. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 321 lb up at 7-0-0, and 219 lb down and 321 lb up at 17-0-0 on top chord, and 351 lb down and 267lb up at 7-0-0, and 351 lb down and 267lb up at 16-11-4 on bottom chord. The design/selection ohsuch 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." I, LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniforgl Loads (plf) Walter P. Finn PE No.22639 Vert: 1-3=-54, 3-5=-54, 5-7=-54, 2-6_ 20 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: lulu 1R901R ® WARNING - VerUy design parameters and READ NOTES ON TN/S ANO INCLUDED MlTEKREFERANCE PAGE MIr-7473 rev. }010330r5 BEFORE USE Deslgft vaEld for use arty wlfh COhheCYOfs. This de3lgn is bawd only upon parameters sTwwn, and is for an 1ndlvidudl txlltdiiig Component, riot a Trusg system. Before use, the building tlesigner must verlry the appllcablliry of design parameters and properly Incorporate this design Into The overall Ib cl Jig design. &acing indicated Is to prevent buckling of Indlvlduai truss web and/or chord members only. Additional temporary and permanent bracing ��'i'®k° Is alwpys required torstablliry and to prevent collapse wtth possible personal InJury and property damage. For general guidance regprding the fabrlcaTion, storage, delivery, erection and bracing of Trusses and truss systems, wept ySr/rP11 19uoBfy Cdrerin, DSB�9 and SCSI Bugdtr�g Component 6904 Parke East Blvd. Sarery(nrorm-R navailabl. from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596831 1405747 T01 Hip Girder 1 1 Job Reference (optional) Buimers I-,irstsource, I ampa, mane ury, rronaa ssono i. I D:Ip7TFLHdGdOODJoSejZpmvzKErt-R30RAb? I KOrDXAdZarecTiOW hiN IUuUOoTpfRPywtl L LOAD CASE(S) Standard Concentrated Loads (lb) I Vert: 3=-172(F) 5= 172(F) 10=-351(F) 8=-351(F) 11= 112(F) 12= 112(F) 13=-112(F) 14= 112(F) 15= 63(F) 16= 63(F) 17— 63(F) 18=-63(F) a A WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. 10/03I2015 BEFORE USE ' Design i alld 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 MOW 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, seeANSWII QualifyCdleda, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Sorely throlmollon3vallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria, VA 2231A. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596832 1405747 T02 Hip ! 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 o.zzu s iviay e4 zu i o Ivn !UK mUUSIIItlb, II IU. "VU UU1 Io UW- i— ago i ID:Ip7TFLHdGdOODJoSejZpmvzKErt-vGypNwOw5iz49KC18Z9r?wZjT6joDKpX17ZCzrywtl K 1,4-0 4-10-7 7-9-8 9.0-0 12-0.0 16-2-8 19.1-9 24-0-0 25-4-0 1-4-0 4-10-7 2-11-1 1-2-8 3-0-0 4-2-8 2-11-1 4-10-7 1-4-0 Sx10 = 3x8 8x10 = 3x8 Scale = 1:43.9 ST1.5x8 STP = 3x4 = 4x10 MT20HS = 3x4 = ST1.5x8 STP = 3x6 = 9-0-0 , 15-0-0 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL i 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.28 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.33 11-13 >874 180 MT20HS 187/143 BCLL i 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-7 REACTIONS. (lb/size) 2=1291/0-8-0, 9=129110-8-0 Max Horz 2=-121(LC 10) Max Uplift 2=-659(LC 12), 9= 659(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2410/2196, 3-4=-2238/2069, 4-5=-769/918, 5-6=-721/878, 6-7=-769/91'7, 7-8= 2238/2069,8-9=-2410/2197 BOT CHORD 2-13=-180412116, 11-13= 1550/1966, 9-11 =-I 834/2116 WEBS 4-13=-4471717, 7-11=-446/717, 3-13— 273/357, 8-11=-273/357, 4-14=1414/1057, 1 14-15=-1419/1061, 7-15=-1414/1057 i 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=18tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 9-0-0, Extedor(2) 9-0-0 to 13-2-15, Inte6or(1) 13-2-15 to 15-0-0, Exterior(2) 15-0-0 to 19-3-14, Interior(1) 19-3-14 to 254A3 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) All pates 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=659, 9=659. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 79 lb up at 11-0-0, and 75 lb down and 79 lb up at 13-0-0 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: 1-5=-54, 5-6=-54, 6-10— 54, 2-13=-20, 11-13=-80, 9-11= 20 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M11-7473 rev, 101032015 BEFORE USE ' Design valid for use only with MITek© connectors. This design is based only upon parameters shown, and Is for 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, seeANSUWI► Quality Criteria, DSB-89 and SCSI BuHd/egComponent 6904 Parke East Blvd. Safety lnlallnaRon3vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 2231A. Tampa, FL 33610 Job Truss Truss Type Oty Ply T14596832 1405747 T02 Hip 1 1 Job Reference (optional) burners mrswource, I ampa, Iriant t.ny, rionua saouo I LOAD CASE(S) Standard Concentrated Loads (lb) . Vert: 21=-75 22= 75 I l o I I ID:Ip7TFLHdGd(; DJoSejZpmvzKErt-vGypNwOw5iz49KCI8Z91?wZjT6joDKpX17ZCzrywtlK ®l WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design valld for use only with MiTekD connectors. This design Is based only upon parameters shown, and Is for an Individual building component net ltruss �a a biilding 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 M!Tek' Is Always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS171P11 Cua/ByCriteft DSB-89 BCSI BuirdLig Component 6904 Parke East Blvd. and Salefylnformaflonavallabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T14596833 1405747 T03 Hip + 1 1 Job Reference (optional) tsuuaers Hrsi5ource, I ampa, I-lant clry, rionua sa000 ST1.5x8 STP = 4x6 4-10-6 3-2-8 1-0-0 1-0-0 ' 3-2-8 2-11-3 3x4 = 2X4 11 4x6 = 6 7 8 2x4 = 4x6 9 2x4 II 5 6.00 12 4 18 2x4 3 17 15 14 3x4 = 4x10 MT20HS = 2x4 II 10 21 13 3x4 = 19 Scale = 1:40.8 2x4 i m 11 d 20 7 12 N O 6x8 = 7-9-8 11-0-0 13-0-0 16-2-8 23-0-8 7-9-8 3-2-8 2-0-0 3-2-8 6-10-0 Plate Offsets (X Y)-- [2.0-4-6 0-1-9] [6.0-2-0 0-2-8] [9.0-3-0 0-0-8] [12:0-0-0 0-2-101 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 Vert(LL) 0.32 13-15 >839 240 MT20 2441190 TCDL 1 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.38 13-15 >715 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.54 Horz(CT) 0.04 12 n/a n/a BCDL ' 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. 1 6-8: 2x4 SP No.2, 8-12: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 16 WEBS, 2x4 SP No.3 REACTIONS. (lb/size) 12=1172/Mechanical, 2=1253/0-8-0 Max Horz 2=151(LC 12) Max Uplift 12=-600(LC 13), 2= 666(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2202/1952, 3-4=-1962/1799, 4-5=-1609/1616, 9-10= 1619/1645, 10-11= 1961/1844, 11-12= 2127/1939 BOT CHORD 2-15=-1654/1970, 13-15=-1352/1706, 12-13_ 1542tl776 WEBS 4-15=4361714, 10-13= 460/697, 5-16= 1838/1646, 9-16= 1838/1646, 11-13=-255/284, • 3-15= 341/379 NOTES- (10) 1) On6alanced 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)-1-4-13 to 1-7-3, Interior(1)1-7-3 to 11-0-0, Exterior(2)11-0-0 to 17-2-15, Intenor(1) 17-2-15 to 22-11-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) PAride 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.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 100 lb uplift at joint(s) except Qt=lb) 12=600,2=666. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 ib down and 79 lb up at 11-0-0, and 75 lb down and 79 lb up at 13-0-0 on top 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." Walter P. Finn PE No.22839 LOAD CASE(S) Standard Cert 6634 MiTek USA, Inc. Blvd. Tampa Parka East Blvd. Tampa FL 33610 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Date Date: July 18,2018 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 E,illek0 connectors. This design Is based only upon pararneters shown, and is for an Individual building component hot cl 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, seeANSWII QualifyCifleda, DSB-69 and BCSI BuBdlgg Component 6904 Parke East Blvd. Safetyln/ormaBonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 2231 A. Tampa, FL 33610 Job Truss Truss Type Oty Ply T14596833 1405747 T03 Hip 1 1 Job Reference (optional) rni. I.J .o nO.A1 OMG Desna 9 tsui aers t-irsraource, i ampa, r•iant �rry, rnui iva 00000 I I LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6= 54, 6-8=-54, 8-12=-54, 2-15=-20, 13-15= 80, 12-13=-20 Concentrated Loads (lb) Vert: 6=-75 8=-75 f y II ID:Ip7T171-HdGdOODJOSejZpmvzKErt-NSW BbG1YsO5xnTnyiGg4Y75uwV2wymAhGnIIVHywtl J I WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/032015 BEFORE USE� Design valid fw use oMy with MiTeM connectots. 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 ¢uilding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addifional temporary and permanent bracing Injury damage. For regarding the MiTeW Is always required for stability and to prevent collapse with possible personal and property general guidance fabrication, storage, delivery, erectlon and bracing of trusses and truss systems, seeANSUIPII QualRyCif7erla, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety ddormaBonovailabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 2231A. Tampa, FL 33610 Job Truss Truss Type City Ply - T14596834 1405747 T04 Hip A 1 1 Job Reference (optional) nnn,. KA...,— on4Q KAM L, lnrl"ctrieS Inn Wed.lid 1A 09:41•472018 Pane 1 Buuaers rirsi5ource, Tampa, ream i.Uy, rlunua oanoo �.«� Q . �r " ��, ., , .���... , ...-. .. -- - - -- -- - -� I D:Ip7TFLHdGdOODJoSejZpmvzKErt-re4Zoci AdJDoOdM8G-BJ4Le l7vO3hD9q UR2J2kywtl I 1-4-0 4-10-6 7-9-8 10-10-8 12-0-0 13-1-8 16-2-8 23-0.8 14-0 4-10-6 2-11-2 3-1-0 1-Y-B Y-1-8 3-1-0 6-10-0 Scale = 1:40.3 3x4 = 2x4 II 4x6 = 6 7 8 2x4 = 4x6 = 9 2x4 11 5 2x4 11 i6.00 F12 4 15 10 17 2x4 I I 18 2x4 n .I 3 19 n I 1 16 11 2 O 01 14 13 20 12 ST1.5x8 STP = 4x10 MT20HS = 2x4 1 MO = 4X6 ' 3x4 = 7-9-8 10-10-8 13-1-8 16-2-8 23-0-8 7-9-8 3-1-0 2-3-0 3-1-0 6-10-0 Plate Offsets (X Y)-- [2.0-4-6 0-1-9] [6.0-2-0 0-2-8] [9:0-3-0 0-0-8] [11:0-0-0 0-2-141 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.32 12-14 >837 240 MT20 244/190 TCDL 1 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.38 12-14 >718 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.56 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FB02017fTP]2014 Matrix-SH Weight: 130 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except" TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 8-11: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-8 oc bracing. BOT C ORD 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 15 WEBS I 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 11=1172/Mechanical, 2=1253/0-8-0 Max Horz2=149(LC 16) . Max Uplift 11=-599(LC 13), 2= 665(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1972, 3-4=-19821'1828, 4-5=-1629/1642, 9-10=-1649/1682, 10-11=-2049/1820 BOTCHORD 2-14=-1672/1965, 12-14= 1390/1720, 11-12=-1390/1720 WEBS; 4-14=-451l719, 10-12=-341/680, 5-15= 1846/1714, 9-15=-1847/1714, 3-14=-321/354 I 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=18fF Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 10-10-8, Extedor(2) 10-10-8 to 17-4-7, Intenor(1) 17-4-7 to 22-11-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DO ILi1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Thisl 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 tit 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 100 lb uplift at joint(s) except Ot=lb) 11=599, 2=665. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 79 lb up at 10-10-8, and 75 lb down and 79 lb up at 13-1-8 on top 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 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33810 Date: July 18,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEICREFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design valid for Use only With hliTekO connectors. This design is basgd only upon parameters shown, and Is for an Individual building component, not a4russ 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` Isplways 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, seeANSYM11 GuaMyClCerb, DSB-89 and BC57 BulldhWCompononf 6904 Parke East Blvd. Surety fnlormationavallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 2231A. Tampa, FL 33610 Job I' Truss Truss Type aty Ply � T14596634 1405747 T04 Hip Job Reference (optional) buimers mrstoource, 1 ampa, riant Uly, rronua aaoon O.LLV O IVIGy GY GV 10 IVII 1 tln IIIUUJOItlJ,vvwuvulaye ID:Ip7TFLHdGdOODJoSejZpmvzKErt-Jrey?y2oOdLfOnwKphiYdYACtJkIOgP—j5nsaAywtl H LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-54, 6-8= 54, 8-11= 54, 2-14=-20, 12-14=-80, 11-12= 20 Concentrated Loads (Ib) Vert: 6= 75 8=-75 �I I I ' ®i WARNING - Veruy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/201S BEFORE USE. ° Design valid for use only with MiTe.0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ' MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and Truss systems, seeANS&VII CualUyCriteria, DSO-69 and SCSI BulfdV Component 6904 Parke East Blvd. Safety lnfomlallotlovailable from Truss Plate Insfifute, 218 N. Lee Street, Suite 312, Alexandria, VA 2231A. Tampa, FL 33610 Job Truss Truss Type Qty Ply M T14596835 1405747 lI i T05 Roof Special 1 1 Job Reference o tional Scale = 1:41.7 Builders FirstSource, Tampa, Plant City, Florida 33566 8.zzu s May 24 2ui 8 Mi 1 ek industries, Inc. vveu du1 1 o 09A I :Ye c01 o rave 1 I D:lp7TFLHdGdOODJoSeiZpmvzKErt-n1 CKD 13R8xTW exVXNPEnAmjQYj4U9BM7ylXP6cywtl G 1-4-0 5-0-3 7-9-8 8-10-8 12-10-8 14-0-0 15-3-11 16-2-8 19-0-4 23-0-8 1-4-0 5-0-3 22 9-5 1-1-0 4-0-0 1-1-8 1-3-11 -10-1 2-9-12 4-0-4 6.00 12 4x6 = 2x4 2x4 2x4 11 4x10 MT20HS 51 i.bxe s 1 v = 3x4 = - 4x10 MT20HS = 2x4 I I ^ v 4x6 LOADING (psf) SPACING- 2-0-0 TCLL 1 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/fP12014 LUMBER - TOP CHORD 2x6 SP No.2 *Except* 13-14: 2x4 SP No.3, 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 9=1171/Mechanical, 2=1253/0-8-0 Max Harz 2=126(LC 12) Max Uplift 9=-576(LC 13), 2= 645(LC 12) 8-10-8 12-10-8 15-3-11 1 12-8 23-u-8 1-1-0 4-0-0 2-5-3 10-1 6-10-0 [9:0-0-0 0-2-14i [13:0-2-0 0-3-151 CS1. DEFL, in (loc) I/dell L/d PLATES GRIP TC 0.75 Vert(LL) 0.2810-12 >986 240 MT20 244/190 BC 0.91 Vert(CT) -0.3210-12 >840 180 MT20HS 187/143 WB 0.26 Horz(CT) 0.04 9 n/a n/a. Matrix-SH Weight: 130 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2201/1987, 3-5=-1978/1844, 5-6=-1627/1645, 6-7=-1692/1721, 7-8=1625M661, 1 . 8-9— 2058/1824 BOT CHORD 2-12=-1665/1895, 10-12=-1395/1690, 9-10= 1395/1690 WEBS 1, 5-12=-434/722, 8-10=-331/657, 3-12=-305/339 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=18f ; Cat. 11; Exp C; Encl., GCRi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 8-10-8, Exterior(2) 8-10-8 to 11-10-8, A7terior(1) 11-10-8 to 153-11. Exterior(2) 15-3-11 to 183-11, Interior(1) 183-11 to 22-11-12 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) 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 = IO.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 100 lb uplift at joint(s) except Qt=lb) 9=576, 2=645. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 79 lb up at 11-0-0, and 75 lb down and 79 lb up at 12-10-15 on top 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' CASES) Standard Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev, 1010312015 BEFORE USE - _p I Design valld for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, hot a Buss 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 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, seeANSMIJ QualityCdloda, DSB-89 and SCSI BulldIng Component 6904 Parke East Blvd. Safety lntormatlonovallabte from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria" VA 22314. Tampa, FL 33610 Job I Truss Truss Type Qty PIY T14596835 1405747 I T05 Roof Special 1 1 Job Reference (optional) timuers rrrsraource, 1 dmpd, rider airy, nvi rud aoaoo . y .....-.....---...__....-. .. -- --- . - - _ I D:lp7TFLHdGdOODJoSejZpmvzKErt-nt CKD13R8xTWexVXNPEnAmjQYj4U9BM7ylXP6cywtl G LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniforrp Loads (plf) Vert: 1-6=-54, 6-7= 54, 7-9= 54, 2-12=-20, 10-12=-80, 9-10= 20 Concentrated Loads (ib) Vert: 16=-75 19_ 75 I I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ' Design veld for use only win MITelcID 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 buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building prevent of 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. fabricaflom storage, delivery, erection and bracing of trusses and Truss systems, seeANS&VI► ®ual0y Cifeffa, DSO-89 and BCSI Building Component Tampa, FL 33610 Safety infounuffonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qry Ply T14596836 1405747 T06 Roof Special 1 1 Job Reference (optional) t3ullders b-irstbource, I ampa, mant Glty, f-ionaa 33bbb O- d. D IW4y - GV 10 rvll I en uluuauloo, III,,... ,..,.., ,,..,.. — - • _U_ . ID:Ip7TFLHdGdOODJoSejZpmvzKErt-GDmiQe43vEbNF54jx6I0izGai7RLufHHBPGze3ywtl F -1-4-0 4-2-15 6-10-8 7-7-12 10-10-6 14-0-0 15.11-14 1 8 23-7-8 1-4-0 4-2-15 2-7.9 0-9-4 3-2-02 3-1.8 1.11.14 0.- 0 7-5-0 4x6 i 3x4 = bxb 5x8 i 3x8 I I 2x4 11 Scale = 1:42.5 1� 0 17.2-0 6-10.8 f0•f0-e 15-11.14 1 - 8 23-7.8 6-10-8 4-0-0 5-1.6 0- - 0 65-8 0-11.8 Plate Offsets (X Y)-- (2'0-4-6 0-1-9] [3:0-3-0 Edge] [5:0-7-12 0-3-15] [8:0-2-14 0-1-6] (9:0-3-0 Edge] [13:0-2-0,0-3-151, (14:0-5-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.35 10-12 >792 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.39 10-12 >709 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins. 5-8: 2x6 SP M 26, 13-14: 2x4 SP No.3, 1-3: 2x4 SP No.2 Except: BOT CHORD 2x6 SP No.2 5-11-0 oc bracing: 6-8 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. REACTIONS. (lb/size) 9=1183/0-3-8, 2=1278/0-8-0 Max Horz 2=105(LC 12) Max Uplift 9= 565(LC 8), 2=-631(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2166/1976, 4-5= 2193/2050, 5-6= 2069/2015, 6-7= 2069/2015, 7-8= 2078/2022, 8-9=-2355/2119 BOT CHORD 2-12= 1646/1848, 10-12=-1756/2069, 9-10=-1756/2069 WEBS ; 7-10=-295/558, 6-12= 138/392, 4-12=-291/454 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=18f; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 6-10-8, Exterior(2) 6-1.0-8 to 9-10-8, Intenor(1) 9-10-8 to 17-2-0, Exte6or(2) 17-2-0 to 20-2-0, Interior(1) 20-2-0 to 23-5-12 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=565, 2=631. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 79 lb up at 11-0, 0, and 75 lb down and 79 lb Lip at 13-0-0 on top 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 Uniform Loads (pif) Vert: 1-5='54, 5-8= 54, 8-9=-54, 2-12_ 20, 10-12=-80, 9-10=-20 WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE ' Design valid for use onlV with MlTekS connectots. This design Is based only upon parameters shown, and Is for an Individual buAding component, not a Buss 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, seeANWIPII QualityCdleda, DSO-69 and BCSI Building Component 6904 Parke East Blvd. Satotylntotmationovailable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qry Ply T14596636 1405747 T06 Roof Special 1 1 Job Reference (optional) builders t-irst.5'ource, I ampa, rianr uay, I onaa jsobo I LOAD CASE(S) Standard Conceritrated Loads (lb) Vert: 19_ 75 20= 75 I O.LLV J IYIQy C`f GV 10 IVII I CA �11uuDlllCJ, Illb. Yr ou ou, w vo.�,..,v cv iv , uyc c ID:Ip7TFLHdGdOODJoSejZpmvzKErt-GDmiQe43vEbNF54jx610izGai7RLufHHBPGze3ywtl F ® tYARNING- Vedlydesign parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 10/8=015 BEFORE USE. Design valid for use only with MiTel b 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 fab{icatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/Ipll QualifyClllella, DSO-49 and SCSI Building Component 6904 Parke East Blvd. Safety lnformatlolravallaNe'from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596837 1405747 T07 Roof Special 1 1 I Job Reference (optional) Builders FirstSource, Tampa, Plant city, I-lorida 33b66 t5.ezv 5 iviay Z4 ev I o ivli I eK IIIUUJLIIeb, uIU. vveU eUl 1 o va.v 1 <v 1 o ray., ID:Ip7TFLHdGdOODJoSejZpmvzKErt-CctSrK5JRsr4VOE62XnUnOLvHw9DMP3Zejl4jxywtl D 1-4-0 4-10-8 8-10-8 14-0-0 16.0-4 18-10.4 23-7-8 1-4-0 4-10-8 4-0-0 5-1-8 2-0-4 2-10-0 4-9-4 Scale=1:41.8 4x6 = s I .axts 1� I r— 6x12 MT20HS = 2x4 I I 3x4 = 5x6 = 3x8 i 8-10-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.78 BC 0.71 WB 0.83 Matrix-SH DEFL. ' Vert(LL) Vert(CT) Horz(CT) in (loc) I/dell Ud 0.86 11-13 >322 240 -0.93 11-13 >299 180 0.03 10 • n/a n/a PLATES MT20 MT20HS Weight: 139 lb GRIP 2441190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except' TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. 3-4; 2x4 SP M 31, 4-6; 2x6 SP M 26, 6-10; 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1144/0-3-8, 2=1232/0-8-0 Max Horz 2=138(LC 12) Max Uplift 10=-577(LC 13), 2— 683(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2247/1989, 3-4=-2090/1894, 4-5= 2154/1991, 5-6= 554/699, 6-7=-613/775, 7-8=1 89211876, 8-9=-2314/2159, 9-1O 2351/2107 BOT CHORD 2-14= 1694/1938, 13-14=-1723(1972, 11-13= 1773/2123, 10-11=-1700/1983 WEBS 3-14=-476/577, 3-13=-162/317, 4-13=-522/578, 8-11= 634l787, 9-11=-144/370, 5-7=-2924/2773 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; MW FRS (envelope) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-10-8, Exterior(2) 4-10-8 to 7-10-8, Interior(1) 7-10-8 to 14-0-0, Exterior(2)14-0-0 to 17-0-0, Interior(1) 17-0-0 to 23-5-12 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) All plates are MT20 plates unless otherwise indicated. 5) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=577, 2=683. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 79 lb up at 11-0-0, and 75 Ib down and 79 lb up at 13-0-0 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=-54, 3-4=-54, 4-6— 54, 6-10= 54, 2-13=-20, 13-21=-80, 10-21=-20 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 . ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 1010312015 BEFORE USE Design voild for use only with MITek0 connectors. This design Is based only upon parameters shown, and Is for an Individual buMing component, riot' 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. Addltional temporary and permanent bracing MiTek" prevent Is aNvays 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, seeANSYW11 QualtyCrBollo, DSB-69 and BCSI BuIldbg Component 6904 Parke East Blvd. Softify lntorma6brrovaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 2231A. Tampa, FL 33610 Job Truss Truss Type Qty Ply � � T14596837 1405747 T07 r Roof Special 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MITek Industries, Inc. wed Jul 18 09:41:52 2018 Page 2 ID:Ip7TFLHdGdOODJoSejZpmvzKErt-CctSrK5JRsr4VOE62XnUnOLvHw9DMP3Zej14jxywtl D LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 17= 75 18= 75 ® WARNING- Vedty design parameters and READ NOTES ON TN/S AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev. 1010312015 BEFORE USE " Deslgn valld for.use only with MITele0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Trust 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 Into buckling of Individual truss web and/or chord members only. Additional temporary and bracing Mi prevent permanent Is ol;; i; required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lT ek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIP11 CuaBtyCrB®ria, DSB-89 and SCSI Buildfing Component 6904 Parke East Blvd. Safety lntarmattonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T14596838 1405747 T08 Roof Special Girder 1 n G Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2ui 8 Mi r en mausrnes, iriu. vveu .rui l o aa.y l .vY ­ o r-avu ID:Ip7TFLHdGdOODJoSejZpmvzKErt-8_?DG?7ZzT5okiOUAypytpQlOkvTgJZs51 EAngywtl B 1-4-0 3-0-0 7-0-0 9-3-0 14-0-0 18-9-1 23-7-8 1-4-0 3-0-0 4-0-0 2-3-0 4-9-0 4-9-1 4-10-7 Scale = 1:43.6 4x6 II s I i .bx8 s I r= Special Special Special " 3x8 i 2x4 11 5x6 = 4xl0 MT20HS = 6x8 = 2x4 I I Special Special 6x8 = ' Special Special Special Special 9-3-0 14.0-0 18-9-1 23-7-8 2-3-0 4-9.0 4-9-1 4-10-7 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSL TC 0.64 BC 0.47 WB 0.83 Matrix-SH DEFL. in Vert(LL) 0.30 Vert(CT) -0.39 Horz(CT) 0.06 (loc) Well Ud 12 >913 240 12 >714 180 8 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 276lb FT=20% LUMBE9- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc pudins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing. WEBS 2x4 SP No.3'Except* 3-14: 2x6 SP No.2, 3-13: 2x4 SP No.2 REACTIONS. (lb/size) 8=4281/0-3-8, 2=2830/0-8-0 Max Horz 2=140(LC 8) Max Uplift 8=-2244(LC 9), 2=-1701(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5632/3329, 3-4=-10028/5956, 4-5= 9042/5375, 5-6� 5249/2965, 6-7=-5252/2991, 7-8=-6947/3668 BOT CHORD 2-14=-2974/4905, 13-14=-2974/4905, 12-13=-6139/10296, 10-12=-4823/8099, 9-10= 3143/6063, 8-9= 3143/6063 WEBS 3-14= 240/529, 3-13=-3214/5484, 4-13=-2701/1639, 6-10= 2471/4380, 7-10— 1641/856, 7-9=-600/1486, 4-12=-2620/1570, 5-12=-2089/3333, 5-1 O= 3929/2608 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x6 - 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 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 goof 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=18f; Cat. II; 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. 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 20.0psf 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=2244, 2=1701. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 171 lb down. and 131 lb up at Walter P. Finn PE No.22839 3-0-0 on top chord, and 92 lb down and 44 lb up at 3-0-0, 1042 lb down and 782 lb up at 9-0-12, 598 lb down and 384 lb up at MiTek USA, Inc. FL Cert 6834 11-0-12, 598 lb down and 384 lb up at 13-0-12, 598 lb down and 324 lb up at 15-0-12, 595 lb down and 291 lb up at 17-0-12, 595 6904 Parke East Blvd. Tampa FL 33810 lb down and 267 lb up at 19-0-12, and 594 lb down and 310 lb up at 21-0-12, and 599 lb down and 304 lb up at 23-0-12 on Date: 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 July 18,2018 gntimlikidularrbilrildtPra is the resDonsibilitv of the buildina desi ner Der ANSI TPI 1 as referenced bv the buildin code." ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-1473 rev. 1010312015 BEFORE USE. Desigh valid for use ohiy with Pi+lTel;.y connectors. This design N based only upon parameters shown, dnd !s for an individual buds^.g component, not � a irusssystem. Before use, the building designer must verlry the appilcablllty 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 Infury and property damage. For general guidance regarding the fabrication, storage, deilvery, erection and bracing of trusses and Truss systems, seeANSUIPII 0.11W Cdfeda, DSB-89 and BCSI BuOd/ng Component Tamp Parke East Saletylnlormatbnavailable from Truss PI Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 0 Tampa, FL 33610 Job I Truss Truss Type Qty Ply � T14596838 1405747 TOB Roof Special Girder 1 2 Job Reference (optional) bunaers rlrsioource, I ampa, rrant %Aly, r-ionua o0000 . ay �Y _� ���• ,_' ID:Ip7TFLHdGd00DJoSejZpmvzKErt-8_?DG?7ZzT5oki0UAypytpQlOkvTgJZs51 EAngywtl B LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1:25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 6-8=-54, 2-8=-20 Concentrated Loads (lb) 1 Vert: 14=-71(B) 3=-16(B) 12= 1042(B) 15=-598(B) 16=-598(B) 17=-598(B) 18_ 595(B) 19=-595(B) 20=-592(B) 21= 598(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITekS connectors. This design Is based only upon parameters shown, and is for an Individual building component not a truss System. Before use, the building designer must verify the appllcabillty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. ror general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSMII GualByCl9edo, DSO-69 and SCSI BuRdtrrg Component 6904 Parke East Blvd. Saletylnlormallonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I{ Truss Truss Type Oty Ply � b T14596839 1405747 T09 Jack -Open Girder 1 1 Job Reference (optional) Builders FilstSource, Tampa, Plant City, Florida 33566 3-0-0 2x4 = ST1.5x8 STP = 8.22o s May 24 2U1 B MiTek eK Industries, Inc. Wed Jul 1 S 0e:4i:55 2016 rage I I D:I p7TFLHdGdOODJoSejZpmvzKErt-cBZbTLBCknEfMszgkfKBP 1 zby8lGZyrOKh_kKGywtl A Scale: 1 "=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 0.12 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.02 1-3 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=223/0.8-0, 2=70/Mechanical, 3=89/Mechanical Max Horz 1=87(LC 8) Max Uplift 1= 98(LC 8), 2= 90(LC 8), 3=-25(LC 4) Max Grav 1=223(LC 1), 2=70(LC 1), 3=90(LC 3) FORCES. (lb)/Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind:JASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exio C; Encl., GCpi=0.18; MWFRS (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) 1, 2, 3. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 7) In the,LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 (pit) i Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-190(B) Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING -Verify design parameters and READ NOTES oN THIS AND INCLUDED M/TEKREFERANCE PAGE MO-7473 rev. 101032015 BEFORE USE. ' Design valid for use only with Mireka connectors. This design is based only upon parameters shown, and Is for an Individual but'ding 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 toss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requited for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabllcatlom storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPN AualBy CrUeda, DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformallomwallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply r ti T14596840 1405747 T10 Flat Girder 1 1 Job Reference (optional) bunaers rvsujource, I ampa, rlam uny, r iorlua 00000 5-8-9 5-8-9 NAILED NAILED NAILED 2x4 II ID:Ip7TFLHdGdOODJoSejZpmvzKErt-4N7zhhBgV4MW_OYtHNsQyEWd2XW 1 ICJ9ZLjHsiywtl9 11-3-7 17-0-0 5-6-13 5-8-9 Scale=1:28.7 NAILED NAILED NAILED 3x4 = 5z8 = NAILED NAILED 3x4 II b 1 Sx11 12 2 13 14 3 4 15 16 17 5 LJ I� i i 18 19 9 20 8 21 22 7 23 24 25 6 10 NAILED NAILED 5x8 _ 3x4 = NAILED NAILED 2x4 II NAILED NAILED 6x8 3x6 I NAILED NAILED 5-8-9 11-3-7 5-8-9 5-6-13 1t-u-u 5-8-9 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) I/deft Ud PLATES GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.13 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.14 7-9 >999 180 BCLL i 0.0 ' Rep Stress Incr NO WB 0.88 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 90lb FT=20% LUMBER-i BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (lb/size) 10=996/Mechanical, 6=1062/Mechanical Max Uplift 10=-714(LC 4), 6=-762(LC 4) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10= 909/710, 1-2=-1636/1187, 2-4=-1636/1187 BOT CHORD 7-9= 1222/1680, 6-7=-1222/1680 WEBS 1-9=-1260/1736, 2-9=-481/504, 4-7=-9/396, 4-6=-1773/1290 NOTES- (9) 1) 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=Ol18; MWFRS (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 All fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provid8,mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except fit=lb) 10=714, 6=762. 7) `NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 1-5=-54, 6-10= 20 Concentrated Loads (lb) ,Vert: 31 59(F) 11= 59(F) 12= 59(F) 13=-59(F) 14= 59(F) 15=-59(F) 16=-59(F) 17= 88(F) 18= 39(F) 19_ 39(F) 20=-39(F) 21=-39(F) 22=-39(F) 23=-39(F) 24=-39(F) 25=-48(F) WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE ' Design valid for use only with MrfekO 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. Additlonal temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possb ie personal Injury and property damage. For general guidance regarding the fabrication, storage, detivery, erection and bracing of trusses and truss systems, seeANSUM11 Quality Offedd, DSO-89 and SCSI BuQding Component 6904 Parke East Blvd. Safetylntomraflonzivaliable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596841 1405747 T11 Flat 1 1 Job Reference (optional) tsuiiaers rrrs16ource, I ampa, I 1 3x8 = • runt �,uy, nonua a0000 8-6-0 8-6-0 8 ID:Ip7TFLHdGd8ODJoSejZpmvzKErt-YZhLu19SGOUNbA73r4NfUS2lixuwl nzJo?TrO9ywt18 17-0-0 8-6-0 2x4 46 = . 2 3 9 Scale = 1:29.0 3x8 = 4 6 5 7 5x8 = US II 3x6 I I 17-0-0 LOADING (psf) TCLL 20.0 TCDL i 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.87 BC 0.61 - WB 0.34 Matrix-SH DEFL. in Vert(LL) -0.11 Vert(CT) -0.23 Horz(CT) 0.00 (Ioc) I/dell Ud 5-6 >999 240 5-6 >883 , 180 5 n/a n/a PLATES GRIP MT20 2441190 Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at micipt 1-6, 4-6 REACTIONS. (lb/size) 7=618/Mechanical, 5=618/Mechanical Max Uplift 7=-364(LC 8), 5=-364(LC 8) FORCES. , (lb) -Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-544/536, 1-2= 877/694, 2-4=-877/694, 4-5=-544/536 WEBS 1-6=-715/902, 2-6=-520/625, 4-6=-715/902 NOTES- : (7) 1) 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; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ''This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=364, 5=364. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK f7EFERANCE PAGE MlI-7473 rev. !0/03/2015 BEFORE USE.' Design valid lot use only wifh fiAITekJ connectors. This design Is IYUly Upon parameters shown, and Is for an Indiv dual brtl ding component, not a inns system. Beforeuse, The bullding designer must verify the applicability of design parameters and properly Incorporate this design into The overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSE11pli AualByCrBedo, DSB-89 and 8C91 Bugding Component 6904 Parke East Blvd. SotefylntormaBonavallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T14696842 1405747 T12 Flat 1 1 Job Reference (optional) _ - . _. - �_ _ ..• _. ,.�.. _ .-• __ _�_ ,.,.�,.,, o non � KA�., oA 9MR MiTek industries Inc Wad .fill 18 Og•41LSR 9018 Pane 1 buiiaers Firs,ibource, i ampa, Plant Gily, nunua aoavo •..-Y ..._. Wed _ _ _. ID:lp7TFLHdGdOODJoSejZpmvzKErt-1 mEj6NA41 icEDJhFPouul fbwcLE_mF9SOfCOwbywtl7 8-6-0 17-0-0 8-6-0 8-6-0 2x4 I I 4x6 = 3x8 =scale = 1:30.5 t 3x8 = 8 2 .3 9 4 7 3x6 I I 6 5 5x8 = 3x6 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.11 5-6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.22 5-6 >904 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) OAO 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 7=618/Mechanical, 5=618/Mechanical Max Uplift 7=-364(LC 8), 5=-364(LC 8) FORCES., (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-545/536, 1-2=-688/545, 2-4=-688/545, 4-5— 545/536. WEBS 1-6=-591l745, 2-6=-525/631, 4-6=-5911745 PLATES GRIP MT20 244/190 Weight: 97 lb FT = 20% Structural wood sheathing directly applied or 5-6-11 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 1-6, 4-6 NOTES- 1 (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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to; girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=364,5=364. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 A WARNING. Verify design parameters and READ N07ES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MO-7473 rev. 10/032015 BEFORE USE. ' Deslgl) valid for use only with MiTekO connectots. This design Is based only upon parameters shown, and is for an Individual building component, not a truss'system. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the 6904 Parke East Blvd. fabrigation, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPI► Aua►ByCdt®dty DSB-89 and RCS/ BuOd/ng Component Tampa, FL 33610 Safety, Infounatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply + T14596843 1405747 T13 Roof Special 1 1 Job Reference o tional burners I-irstsource, I ampa, viant city, rionaa 360bb O.LLU b IY1dy L t — 10 IVII I — II IUUalI I" —.. lu Iu, ­ , . Uy , I D:Ip7TFLHdGdOODJoSejZpmvzKErt-z8MUX3CKZJsySdreW DwM64gK78t1 EOOIUyhV?Uywtl5 7-1-12 14-0-0 17-0.0 7-1-12 6-10-4 3-0-0 3x6 = 2x4 11 1 y 2 5x6 = 6.00112 Scale = 1:35.5 10 3 1 2x4 4 11 7 6 12 13 8 3x6 3x4 = 3x8 — 5 6x8 = 7-1.12 14-0-0 17-0-0 7-1-12 6-10-4 Plate Offsets (X Y)-- f 3.0-3-0 0-2-01 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.23 5-6 >872 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.46 5-6 >432 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) ' 0.00 5 n/a n/a BCDL• 10.0 i Code FBC2017(fP12014 Matrix-SH Weight: 107lb 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. (Ib/size) 8=618/Mechanical, 5=618/Mechanical Max Harz 8=-83(LC 13) Max Uplift 8=-377(LC 8), 5=-304(LC 8) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-568/57411-2=-532/472, 2-3=-532/472 BOT CHORD 5-6— 222/259 WEBS ' 1-6_ 585/860, 2-6= 435/523, 3-6=-171/352, 3-5= 523/487 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-0-0, Exterior(2) 14-0-0 to 16-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) *Refer to girders) 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) 8=377; 5=304. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any partictilar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MY-7473 rev. 10/032015 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 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, seeANSUlpll Gua1CyClBeda, DSO-69 and SCSI Building Component 6904 Parke East Blvd. Safety lnfomfallanavallable from Truss Plate Insllrule, 218 N. Lee Street, Suite 312, Alexandria, VA 2231A. Tampa, FL 33610 Job- Truss Truss Type Qty Ply i * � T14596844 1405747 T14 Roof Special 1 1 Job Reference (optional) bunaers rirsisource, I ampa, rlant ugly, rlonua.anon --y v � _� _.W , _­' _a_ ID:Ip7TFLHdGdOODJoSejZpmvzKErt-RLwskPCyKd_p4nQg4wRbtIDXEYChzVKuicR2Xwywtl4 6-1-12 12-0-0 17-0-0 6-1-12 5-10-4 5-0-0 3x6 = I 1 10 3xf 2x4 11 5x6 = 2 11 3 -6.00 12 LVAL),3.IIVir U0r_U UT oUr'r'jrt I o kocmr-mmuo/. 0-4 LOADING, (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LidTCLL 120.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.31 5-6 >648 240 TCDL . 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.62 5-6 >322 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 HOrz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Scale = 1:36.6 PLATES GRIP MT20 244/190 - Weight: 108 lb 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 'Except' except end verticals. 4-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=615/Mechanical, 9=615/Mechanical Max Horz 8= 139(LC 13) Max Uplift 8= 375(LC 8), 9— 271(LC 8) FORCES. (lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1-8= 582/583, 1-2= 523M64, 2-3_ 523/464 BOT CHORD 5-6= 283/388, 5-9= 615/505, 4-5=-164/260 WEBS 1-6_ 597/679, 2-6=-368/442, 3-5=-481/376 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) 0-9-12 to 3-1-12, Interior(1) 3-1-12 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 16-9-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 t60 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 100 lb uplift at joint(s) except Ot=lb) 8=375,19=271. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev. 10/03/2015 BEFORE USE ' Design valid for use only with MITe.0 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 fabdcption, storage, delivery, erection and bracing of trusses and truss systems, seeANS&7P11 GuallifyCrBerlo, DSB49 and BCSIBulydlag Component 6904 Parke East Blvd. Safety InformoNonavatlable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply „ T14596845 1405747 T15 Roof Special 1 1 Job Reference (optional) tsuiiaersmrsioource,iampa, warn�.uy,nunuaaa000 . gay«�� .1_� ••__— ��.�.�._-•�._y_. I D:Ip7TFLHdGdOODJoSejZpmvzKErt-RLwskPCyKd_p4nQg4wRbfIDUwYlozW IuicR2Xwywtl4 5-1-12 10-0-0 17-0-0 5-1-12 4-10-4 7.0-0 3x' 3x4 = 2x4 11 5x6 = 10 2 11 3 _ ,._ 3x8 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 9 LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale=1:42.6 5-1-12 10-0-0 17-0-0 5-1-12 4-10-4 7.0-0 Plate Offsets (X Y)-- (3:0-3-0 0-2-01 LOADING .(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.13 5-6 >999 240 MT20 244/190 TCDL ; 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.26 5-6 >782 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 127lb 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (lb/size) 8=615/Mechanical, 9=615/Mechanical .Max Harz 8=-197(LC 13) Max Uplift 8=-377(LC 8), 9= 247(LC 13) - FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-601/600, 1-2=-411/363, 2-3=-411/363, 3-4=-216/262 BOT CHORD 6-8= 105/255, 5-6= 231/393, 5-9= 615/470, 4-5= 239/375 WEBS 1-6= 559/645, 2-6— 289/348, 3-5=-395/216 NOTES- 1 (7) 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; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 3-1-12, Intedor(1) 3-1-12 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 16-9-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip ISOL=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 100 lb uplift at joint(s) except (jt=fb) 8=377,9=247. 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:" Walter.P. Finn PE No,22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ' ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. 101032015 BEFORE USE. ° Design valid for use only with Mile' connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a trus$ 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 tracing 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, seeANSNP/t QualityCdteda, DSB-89 and BCS1 Bufld/ng Component 6904 Parke East Blvd. Safety Infomtationavallabte from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply , a T14596846 1405747 I` T16 Roof Special 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s may 24 2018 Mir etc industries, Inc. Wed Jul t 8 09:42:02 201 o rage 1 I D:lp7TFLHdGdOODJoSejZpmvzKErt-vXU EykDb5w6gix? 1 edygBVmdkybQi6X2xGAb3Mywtl3 4-4-6 8-4-0 12.3-10 17-0-0 4-4-6 3-11-10 3-1NO 4-8-6 4x6 46 = 3 6x12 MT20HS = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Scale=1:46.6 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 120.0 Plate Grip DOL 1.26 TC 0.78 Vert(LL) 0.32 7 >621 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.45 7 >439 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matfix-SH Weight: 111 Ib FT = 20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except` 5-10: 2x6 SP No.2 REACTIONS. (lb/size) 9=612/Mechanical, 10=612/Mechanical I Max Horz 9=-101(LC 8) Max Uplift 9= 289(LC 12), 10=-290(LC 13) Max Grav 9=617(LC 2), 10=614(LC 2) . FORCES.I (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-469/445, 2-3 374/424, 3-4=-378/405, 4-5= 491/429, 6-10=-614/468, 5-6=-404/379 BOT CHORD 7-9=-277/364, 6-7=-275/34711-9=-409/446 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalaflced roof live loads have been considered for this design. 2) And: 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-4-0, Exterior(2) 8-4-0 to 11.4-0, Interior(1) 11-4-0 to 16-9-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1'60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom, chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide All 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=289, 10=290. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 18,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MRekb 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 bultdiri6 design. Bracing indk;ated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for'stabilny 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, seeANWWII QualityCrtleda, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety,' lnformaBonavallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596847 1405747 T17 Common 4 1 Job Reference (optional) b3ullaers Flfst`Source, I ampa, Plant Glry, monaa J3bbb o.zzv s witty z4 cu i o wu r en inuuou ieb, rnc. weu uu1 i o va.yc.vo ray= 1 I D:Ip7TFLHdGdOODJoSejZpmvzKErt-Nj2c94EDrEEXJ5aDCLU3kj I o2Mw9RRDBAww9coywtl2 4-2-14 8-4-0 16-0,12 22-4-0 4-2-14 4-1-2 7-8-13 6-3-4 4x6 = 3 Scale: 1/4'=1' 10 2x4 I I 1 3x4 i 11 2 12 3x4 4 13 5 I ° 9 8 7 8 0 3x4 = ST1.5x8 STP = 3x8 = 3x4 = 2x4 I 6x8 = 8-4.0 16-0-12 22-4-0 8-4-0 7-8.13 6-3-4 Plate Offsets (X Y)-- (5:0-1-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 6.69 Vert(CT) -0.23 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight, I19 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 WEBS REACTIONS. (lb/size) 5=809/Mechanical, 9=809/0-8-0 Max Horz 9=-258(LC 13) Max Uplift 5=-411(LC 13), 9= 372(LC 12) FORCES: (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 741/726, 3-4=-799/673, 4-5=-1417/1064 BOT CHORD 8-9= 237/531, 6-8-821/1214, 5-6_ 821/1214 WEBS 3-8=-225/387, 4-8=648/660, 4-6=0/280, 2-9= 801/661 Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals, Rigid ceiling directly applied or 6-1-13 oc bracing. 1 Row at micipt 4-8 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 Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0, Interior(1) 11-4-0 to 22-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 'l00 lb uplift at joint(s) except (jt=lb) 5=411, 9=372. 7) "This rpanufactured 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. 10/03/2015 BEFORE USE. ° Design valid for use only with MITekO contractors. 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 verfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUPII AualW Cr@eda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satefjtlntolmononovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 2231A. Tampa, FL 33610 Job Truss Truss Type Qty Ply i T14596848 1405747 T18 Common 1 1 Job Reference (optional) uunaers t-irstsource, I ampa, runt city, rronaa m000 I D:Ip7TFLHdGdOODJoSejZpmvzKErt-rwc?MQFrcYM NxE9Pl2? IHwry?mH HAwhKPafiBFywt11 7-8-0 15-4-12 21-8-0 7-8-0 7-8-13 6-3-4 Sx6 8 ST1.5x8 STP = 3x6 11 5x6 = __ — 2 7-8-0 3x8 = 3x4 = 2x4 I I 21-8-0 ST1.5x8 STP = 3x4 = m I� 0 Scale=1:47.2 LOADING (pst) TCLL 120.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSL TC 0.86 BC 0.63 WB 0.47 Matrix-SH DEFL. in Vert(LL) -0.08 Vert(CT) -0.16 Horz(CT) -0.03 (loc) Well Ud 7-8 >999 240 7-8 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 111 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (lb/size) 4=78410-8-0, 8=784/0-8-0 Max Horz 4= 270(LC 13) Max Uplift 4=-398(LC 13), 8=-363(LC 13) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-736/633, 23=-747/632, 3-4=-1378/1011, 1-8=-717/695 BOT CHORD 5-7=-987/1165, 4-5= 987/1166 WEBS 2-7= 421329, 3-7=-653/639, 3-5=0/286, 1-7= 371/575 NOTES- 1 (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; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-8-0, Exterior(2) 7-8-0 to 10-8-0, Interior�,l) 10-8-0 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1160 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 4=398,'8=363. 6) "This rrjanufactured 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." Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cart 0634 6904 Parke East Blvd. Tampa FL 33810 Date: July 18,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev. 101031MIS BEFORE USE. ' Design vcs'ld for use only with MlTekD connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bdlding 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, seeANSVW1I QualifyCdlella, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety, lnformatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss .Type Qty Ply T14596849 1405747 T19 Hip Girder 1 1 _ ... _. _ _ _. _.. �. .. __-__ _ .,_..; Job Reference (optional) -1, i...J..,.r.;,.,. I..,. ln/..A r„I 10 nn•A7•n9 7n1 Q Dnnn i Builders Firstsource, Tampa, Plant City, Florida 33566 o. v 6 May Z+ a1. — 11-0 l—, V . I D:Ip7TFLHdGdOODJoSejZpmvzKErt-oljln6G589c5AYJotT1 mMLwMPZ_Cet5dsu8pD7ywt17 -1-4-0 4-10-0 9-7-0 14-4-0 19-2.0 20-6-0 1-4-0 4-10-0 4-9-0' 4-9-0 4-10-0 Scale=1:36.0 Special NAILED NAILED Special 5x8 = NAILED 2x4 II NAILED Sx8 = 3 12 13 4 14 15 5 ST1.5x8 STP 2x4 11 3X4 = 3X8 = IVHI�CU 2x4 11 o i , •arid o, r — 3x4 = Special NAILED NAILED NAILED Special 3x4 = 4-10-0 9-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.14 . 9 >999 240 MT20 244/190 TCDL ' 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.16 9-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.05 6 n/a n/a BCDL , 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS I 2x4 SP No.3 REACTIONS. (lb/size) 2=1167/0-8-0, 6=1168/0-8-0 Max Harz 2= 72(LC 6) Max Uplift 2=-755(LC 8), 6= 755(LC 9) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1953/1269, 3-4=-2282/1600, 4-5=-2282/1600, 5-6=-1955/1270 BOT CHORD 2-11= 1079/1660, 9-11— 1079/1672, 8-9=-1034/1674, 6-8= 1034/1662 WEBS 3-11=-0/339, 3-9=-5647715, 4-9= 444/474, 5-9-564/713, 5-8=-1/341 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; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Orovide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)'Provide' mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=755, 6=755. 7) "NAILED' indicates 3-1 Od (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. 8) Hanger,(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)176 lb down and 269 lb up at 4-10-0,' and 176 lb down and 269 lb up at 14-4-0 on top chord, and 129 lb down and 24 lb up at 4-10-0, and 129 lb down and 24 lb up at 14-3-4 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=-54, 3-5=-54, 5-7=-54, 2-6= 20 Concentrated Loads (lb) Wafter P. Finn PE No.22839 Vert: 3=-129(F) 5=-129(F) 10= 37(F) 11= 78(F) 8=-78(F) 12=-55(F) 13=-55(F) 14=-55(F) 15— 55(F) 16= 37(F) 17= 37(F) MiTek USA, Inc. FL Cart 6634 18— 37(F) 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WAAN/NG -Verily design parameters and READ NOTES ON TN/S AND INCLUDED M1TEK REFERANCE PAGE MlI-7473 rev. f0/03/1015 BEFORE USE Deslgril valid for use only wlYn PvrlTeit connectors. fits desEgh is based only upon parameters shown, and is for an Indlvtduai bus;d6`1g component, not a irtrss' system. Before use, the building designer must verity the appllcabalry 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, seeANSYW11 AualIfyWedd, DSB-89 and BCSIMding Component 6904 Parke East Blvd. Safety IntommRonavailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qly Ply T14596850 1405747 T20 Roof Special 5 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018"MI I eK Industries, Inc. vvea JUI 18 u9:4z:ui 2u18 rage 1 I D:lp7TFLHdGdOODJoSejZpmvzKErt-GV H7?SHjvTkyoit_RBY?uZTVyzJ NNE8n5YuMlaywtl _ i-1-4-0 3-5-2 9.8-0 11-8-0 16-8-0 20-6-0 21-1-4 27-2-0 30-6-8 1.4-D 35-2 6-11-0 2-0-0 5-0-0 4-0.0 0-5-4 6.0.12 3-6-9 46 = - -- 6 3x4 = 2x4 11 ST1.5x8 STP = 3x4 = 6x8 = 2x4 11 11-2-12 3-5-2 94.0 9r8r0 II-8r0 16-8-0 20-8-0 21-1 rA 27-2-0 i _ 30.8.0 3D-8-8 3-5-2 5.10-15 0 4 01550-0 4-0-0 5- - 6-0.12 3.6-0 4b-B Plate LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.15 12 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.24 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code F802017lrP12014 Matrix-SH LUMBER- , TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-20: 2x4 SP No.3 WEBS 2x4 SP No.3 "Except` 7-11: 2x4 SP M 31 REACTIONS. (lb/size) 9=738/0-8-0, 2=356/0-8-0, 20=1237/0-8-0 Max Harz 2=258(LC 12) Max Uplift 9=418(LC 13), 2=-193(LC 13), 20=-632(LC 12) Max Grav 9=738(LC 1), 2=37.8(LC 23), 20=1237(LC 1) Scale = 1:65.9 PLATES GRIP MT20 244/190 Weight: 167 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=418/290, 3-5=-108/293, 5-6=-687/646, 6-7= 644/682, 7-8= 948/821, 8-9=-1385/1110 BOT CHORD 2-21=-286/352, 20-21=-286/352, 19-20=-1069/761, 18-19=-978/744, 5-18=-9721774, 13-14= 580/944, 10-11=-903/1195, 9-10=-903/1195 WEBS 7-13=-113/277, 6-14=-225/318, 7-14=-571/552, 5-14=-255/693, 8-11=-443/463, 3-20= 472/347 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; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-8-1, Interior(1) 1-8-1 to 16-8-0, Extedor(2) 16-8-0 to 19-8-14, Interior(1) 19-8-14 to 304-0 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 100 lb uplift at joint(s) except Ot=lb) 9=418, 2=193, 20=632. 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." WalterP. Fipn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MO-7473 rev. 1010312015 BEFORE USE., ' Design'valid for use only with MlfekO 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 Win possible personal Injury and property damage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSUfPII GualOyCrBeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safeftl,InfdnnaBonovailable from Truss Plate institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 0 T14596851 1405747 T21 Roof Special 1 1 Job Reference (optional) Builders FittSource, Tampa, Plant City, Florida 33666 8.220 s May 242018 MI I ek Industries, Inc. Wed JUI 18 u9:42:u6 CURS rage i I D:I p7TFLHdGdOODJoSejZpmvzKErt-khrVCol LgmspOsSA_u3ERm?fONZR6ckwJCdwGOywtOz 1-4.01 3.5-2 9-8.0 16.8-0 21-9-12 26-0-0 2F-5 4 31-0-8 31r4-0 11-4-0 3-5-2 6-2-15 7-0-0 5-1-12 4-2-4 0-5-4 4-7-4 0-3 8 M■ 4x6 = annR-9- 3x4 = 2x4 11 ST1.5x8 STP = 4x6 = 3x6 11 6x8 = 3.5-2 9-4-0 LOADING. (psf) SPACING- 2-0-0 TCLL 120.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER-' TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-17: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* 9-12: 2x4 SP M 31 -4-0 9-4-0 Scale = 1:60.3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.73 Vert(LL) -0.3814-15 >693 240 MT20 244/190 BC 1.00 Vett(CT) -0.81 14-15 >322 180 WB 0.98 Horz(CT) 0.22 11 n/a n/a Matrix-SH Weight: 173 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc puffins, except end verticals, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=316/0-8-0, 11=755/Mechanical, 17=1315/0-8-0 Max Harz 2=249(LC 12) Max Uplift 2=-165(LC 12), 11=-421(LC 13), 17=-676(LC 12) Max Grav 2=366(LC 23), 11=755(LC 1), 17=1315(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 395/205, 3-5=-134/344, 5-6=-628/604, 6-7= 598/620, 7-9= 1440/1323, 1 9-1 0=-941 f762, 10-11=-700/642 BOT CHORD 2-18= 242/313, 17-18=-242/313, 16-17=-1150/862, 5-16=-1092/868, 14-15=-558/854 WEBS 5-15=.-343f790, 6-15=-1521313, 7-15=-506/574, 7-14= 531/574, 9-14= 429/518, 3-17= 483/362, 10-12=-470/690 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 Exterior(2)-1-4-13 to 1-8-13, Interior(1) 1-8-13 to 16-8-0, Exterior(2) 16-8-0 to 19-9-10, Interior(1) 19-9-10 to 31-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi 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) Providei mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=166,11=421,17=676. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 18,2018 ® WARNING - Veri/y design parameters and READ NOTES ON THIS AND fNCLUDED MlTEK REFERANCE PAGE Mf!•7473 rev. r0/03/20t5 BEFORE USE. Deslgntvaltd for use only wtih MITeR� cohnectcts. This design h based only upoh parameters shown, and is for an IndEWdUaI b0'sd{hg COmpohehi, ho} �' 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, seeANSW11 GuafffyCrBefla, DSB-89 and BCS1 BuBd/ng Component 6904 Parke East Blvd. Safety, In/ormatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 , Job Truss Truss Type Qty Ply I' T14596852 1405747 T22 Hip 1 1 Job Reference (optional)` Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s may z4 zu18 MI I ex industries, Inc. Wed uui 18 09:42.09 20 i o rage ID:Ip7TFLHdGdOODJoSejZpmvzKErt-CtPuQ8J_R4_g101 NYbaT_Yo?nyEr614YsNToSywtOy 1-4-0 9-4-0 15-0-0 16-8-0 18-4-0 25-0-9 31-4-0 1-4-0 9-4-0 5-8-0 1-8-0 1-8-0 6-8-9 6-3-7 3x6 = LOADING i(pst) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER-', TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 9-10: 2x4 SP No.2 6.00 12 3x6 = 2x4 II 3x4 = ST1.5x8 STP = 3x4 = 3x6 11 5x8 = Scale - 1:57.1 410 MT20HS II CSI.. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.85 Vert(LL) 0.2511-12 >999 240 MT20 2441190 BC 0.71 Vert(CT) -0.4211-12 >619 180 MT20HS 1871143 WB 0.77 Horz(CT) -0.01 14 n/a n/a Matrix-SH Weight: 151 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. 1 WEBS 1 Row at midpt 3-12, 8-12 REACTIONS. (lb/size) 2=-133/0-8-0, 14=1936/0-8-0, 10=574/Mechanical Max Horz 2=232(LC 12) 1 Max Uplift 2=-364(LC 24), 14=-804(LC 12), 10= 325(LC 13) Max Grav 2=85(LC 23), 14=1936(LC 1), 10=574(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-786/1221, 3-5=-238/400, 5-6= 207/445, 6-7= 207/445, 7-8=-224/403, 8-9— 695/621, 9-10=-461/508 BOT CHORD 2-14=-993/822, 12-14— 993/822, 11-12=-427/547, 10-11= 427/547 WEBS ' 3-14=-1733/1465, 3-12=-910/1296, 6-12� 320/287, 8-12=-512/541, 8-11=0/265 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; MWFRS (envelope) and C-C Extedor(2)-1-4-13 to 1-8-13, Interior(!) 1-8-13 to 15-0-0, Exterior(2) 15-0-0 to 22-9-3, Interior(!) 22-9-3 to 31-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1160 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=364,14=804,10=325, 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." Walter P. Finn PE No,22838 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING -Verily design paramefen and READ NOTES ON TN/S AND /NCLUDEO M1TEK REFERANCE PAGE MI1-7473 rev. f0/0312015 BEFORE USE. Qeslgt� vald for use only with PrSlTeR conhectors. Tnis design Is based only upon parameters shown, and Is for a, "divldual bu8ding component, hot a Truss System. Before use, the buliding designer must verify the applicability of design parameters and properly incorporate itris design Into the overall buiidlrg design. Bracing Indicated Is to buck1l.g 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 properly damage. For general guidance regarding the 6904 Parke East BNd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeptNS 11 GualByCw-tfa, DS049 and BCS! Bulldh�g Component Tampa, FL 33610 mP Safety lnfolmaflon3vailabie from Truss Plate Institute, 218 N. Lee Sheet Sulte 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply i . T14596853 1405747 it T23 Hip 1 1 ,I Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 S May 24 2U18 mi i eK mousmes, Inc. wed uui i 6 ua:vz:i 1 zu is Faye i Firs! I D:Ip7TFLHdGdOODJoSejZpmvzKErt-8GXegpKEzhFOHJBIgOdx3Pd9Oah1 J?OMOAsatLywtOw 13-0-0 •1-0•D 4-9-7 9-4-0 11-2-121 -B•0 20.4-0 24-5-0 31-4-0 1.4-0 4-9-7 4-69 1-10-12 S 1-4-0 7-0-0 4-1-0 6-10-12 Scale=1:58.1 6.00 12 5x8 = 4x6 = b 1 22 23 6 3x6 = ST1.5x8 STF�7" = " 4x6 = 3x6 11 6x8 = 2x4 11 tin LOADING '(pst) SPACING- 2-0-0 TCLL . 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 110.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' 7-10: 2x4 SP M 31 13-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.79 Vert(LL) -0.14 2-19 >788 240 MT20 244/190 BC 0.56 Vert(CT) -0.27 2-19 >399 180 WB 0.88 Horz(CT) 0.11 9 n/a n/a Matrix-SH Weight: 180 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=318/0-8-0, 9=767/Mechanical, 19=1309/0-8-0 Max Horz 2=21 O(LC 12) Max Uplift 2= 202(LC 12), 9= 406(LC 13), 19= 572(LC 12) Max Grav 2=351(LC 23), 9=767(LC 1), 19=1309(LC 1) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4= 84/281, 4-5— 404/568, 5-6=-715/884, 6-7= 850/899, 7-8=-984/871, 8-9_ 690/688 BOT CHORD 13-14=-153/314, 12-13= 814/992 WEBS 5-13=-420/525, 7-13=-386/452, 8-10=-538/644, 18-19= 984/903, 4-18= 1011/902, 5-14=-463/397, 4-14=-5177771, 3-19=-330/360 NOES- (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=6!18; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-8-13, Interior(1) 1-8-13 to 13-0-0, Exterior(2) 13-0-0 to 17-5-3, Interior(1) 17-5-3 to 20-4-0, Exterior(2) 20-4-0 to 24-9-3, Interior(1) 24-9-3 to 31-2-4 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 nonconc6rrent 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 100 lb uplift at joint(s) except Ot=lb) 2=20219=406, 19=572. 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." Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 Q 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 MiTeL1b 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 appiicablllty 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 possRNe personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, seeANSUMII QuaillyCIBeIIa, DSB-89 and BCSI BuUding Component 6904 Parke East Blvd. Safety 8rtolmatfon3vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1 T14596854 1405747 T24 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jul 18 09:42:12 2018 Page 1 ID:Ip7TFLHdGdOODJoSejZpmvzKErt-cS5029Lsk?NFuTmyDk8AbcAMg_?t2TLW Egb7PnywtOv -1-4-0 4-9-7 9-4-0 11-0.6 22-4-0 24-5-4 31-4-0 1-4-0 4-9-7 4-6-9 1-8-6 516-83-7-13 5-7-13 2-1.4 6-10.12 I Scale = 1:56.1 5x6 = 2x4 II 5x6 = „ 5 22 ° 23 01 rAEO Orr — "- 3x6 = ST1.5x8 STP = 4x6 = 3x6 I I Sx8 11 2x4 I I 6x8 = 2x4 I1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr . YES Code FBC2017/fP12014 CSI. TC 0.69 BC 0.65 WB 0.81 Matrix-SH DEFL. in (loc) I/deft Ud Vert(LL) -0.16 13-14 >999 240 Vert(CT) -0.36 13-14 >727 180 Horz(CT) 0.11 10 n/a n/a PLATES MT20 Weight:1771b GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc puffins, 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; Except: 8-11: 2x4 SP M 31 6-0-0 oc bracing: 2-19 7-7-5 oc bracing: 13-14. REACTIONS, (lb/size) 2=30310-8-0, 1 0=761 /Mechanical, 19=1331/0-8-0 Max Horz 2=189(LC 12) Max Uplift 2=-208(LC 12), 10=-383(LC 13), 19=-576(LC 9) Max Grav 2=330(LC 23), 10=763(LC 24), 19=1331(LC 1) FORCES.I (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4= 92/282, 4-5— 22/293, 5-6= 745/870, 6-7=-745/870, 7-8= 1149/1301, 8-9— 979/879, 9-10=-687/686 BOT CHORD 13-14=-597/806 WEBS 3-19=-327/391, 18719= 1002/928, 4-18=-182/384, 9-1 1=528/640, 5-18=-886/651, 5-14=-711/890, 6-14= 353/445, 7-13=-542/467, 8-13=-378/621 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; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-8-13, Interior(1) 1-8-13 to 11-0-0, Exterior(2) 11-0-0 to 15-5-3, fnterior(1) 15-5-3 to 22-4-0, Extedor(2) 22-4-0 to 26-9-3, Intedor(1) 26-9-3 to 31-2-4 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=208, 10=383, 19=576. 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." Walter P. Finn PE No.22839 MIT& USA, Inc. FL Cart 6634 6804 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING -Verily design parameter's and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M1I-7473 rev. 10/0&2015 BEFORE USE. ' Design valid for use only with Mircka connectors. This design Is lased only upon parameters shown, and is for an Individual building component, hot a trrns'system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW . Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcallon, storage, delivery, erection and bracing of trusses and truss systems, seeANS&7PI1 QualifyCrReda, DSB-89 and BCSI BuildingCompanenf 6904 Parke East Blvd. Safefy/nfonnaAbnovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596855 1405747 T25 Half Hip 1 1 Job Reference(optional) rsuuaers rirsioouma, i ampa, riant uiiy, rionua oa000 . ay �Y _� •�� ��, ,� ��,� , �y� I D:Ip7TFLHdGdOODJoSejZpmvzKErt-4efOFVM UVJV6W dL8nRfPSgj W kOLyntrfTU LhxDywtOu 1 -,1-40 i 4-9-4 9-0-0 11-8-0 16-9-6 24-0.0 24-5r4 31-4-0 0 4.9-4 4.2.12 2-8-D 5-1-8 7-2-8 0-5-4 6-10-12 Scale=1:56.1 5x8 = 2x4 11 3x4 = 3x4 = 3x6 = 1 4 20 5 6 7 21 8 011.0E00I r— II 3x4 = ST1.5x8 STP = 3x4 = 3x6 11 2x4 = 2x4 11 6xe = 2x4 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.74 BC 0.66 WB 0.93 Matrix-SH DEFL, in (loc) Well Ud Vert(LL) 0.19 11 >999 240 Vert(CT) -0.36 12-13 >733 180 Horz(CT) 0.10 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 169 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, BOT CHARD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 4-18,7-10: 2x4 SP M 31 WEBS 1 Row at midpt 4-13, 7-13 REACTIONS. (lb/size) 9=749/Mechanical, 2=245/0-8-0, 18=1400/0-8-0 Max Horz 2=294(LC 12) Max Uplift 9=-440(LC, 8), 2=-140(1-C 12), 18= 783(LC 9) Max Grav 9=749(LC 1), 2=264(LC 19), 18=1400(LC 1) FORCES! (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-380/375, 4-5— 930/749, 5-7=-930/749, 7-8= 789/638, 8-9= 675/634 BOT CHORD 14-17=-392/322, 13-14=-392/322, 12-13=-781/965 WEBS 1 3-18=-316/444, 17-18=-1079/1065, 4-17=-1088(1074, 8-10=-746/919, 10-12=-445/441, 7-12= 382/457, 4-13=-1179/1464, 5-13= 451/549 NOTES-1, (7) 1) OVind: 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)-1-4-13 to 1-8-13, Interior(l) 1-8-13 to 9-0-0, Extefior(2) 9-0-0 to 13-53, Interior, O) 13-5-3 to 31-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)'Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fi( between the bottom chord and any other members. 5) Refer jo 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) 9=440, 2=140, 18=783. 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." a 0 Io Walter P. Finn PE No,22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev, 10/03/2015 BEFORE USE. ' Qesf�n void 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 bulldlrlg 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, seeANSUWII QualifyCrBella, DSB-89 and BCSI 8U9dV Component 6904 Parke East Blvd. Safety 1nionnatloravailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply I T14596856 1405747 T26 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a.zzu s May 24 2Oi8 Mi i ek inuusures, urc. vveu uui i o uu:y4. i u cu i o rage : I D:lp7TFLHdGdOODJoSejZpmvzKErt-11 mggBNkl wlglxV W vshtDFool Bz7Fp 1 ywogo06ywtOs -1-4-0 4-5-11 7-0-0 94 11-7-10 14-4-14 194-0 23-11.10 24 4.14 31-4-0 1-4-0 4-5-11 2-6-5 2.4-0 2-3-10 2-9-0 4-11-2 4.7-10 0-5- 6-11-2 Scale = 1:55.8 3x8 MT20HS = NAILED NAILED Special 5x6 = NAILED NAILED' 2x4 II 4 5 23 24 6 25 NAILED NAILED 5x8 = NAILED 26 7 27 NAILED NAILED NAILED 4x6 = 2x4 II NAILED NAILED 6x8 = 8 9 28 29 30 31 10- Or raxa air — JG :o •- "" "" •" 3x4 = 4x6 = Special ST1.5x8 STP = 3x6 2x4 I I 5x8 = NAILED 2x4 II NAILED NAILED 6x8 = NAILED NAILED LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.99 BC 0.87 WB 0.82 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.29 14-15 >908 240 -0.47 11-12 >561 180 0.08 11 n/a n/a PLATES MT20 MT20HS Weight: 184 lb GRIP 2441190 187/143 FT = 20% LUMBER BRACING-' TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, 4-8: 2x4 SP No. 1, 8-10: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP NoA *Except* BOT CHORD Rigid ceiling directly applied or 3-11-10 oc bracing. 2-18: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 10-14 WEBS 2x4 SP No.3 "Except* 5-16,7-14,10-14: 2x4 SP No.2 REACTIONS. (lb/size) 11=1792/Mechanical, 2=378/0-8-0, 21=2828/0-8-0 Max Harz 2=236(LC 8) Max Uplift 11= 1330(LC 4), 2= 255(LC 8), 21=-2034(LC 5) Max Grav 11=1795(LC 20), 2=378(LC 1), 21=2828(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-423/280, 3-4= 67/274, 4-5=-54/278, 5-6=-2176/1653, 6-7=-2176/1653, 7-9=-3068/2304, 9-10=-3077/2321, 10-11 =-I 567/1304 BOT CHORD 2-22=-387/336, 21-22=-466/356, 17-20=-373/154, 16-17= 373/154, 15-16= 2474/3361, 14-15— 2474/3361 WE13S 12-14= 21/303, 9-14=-726/765, 20-21=-2414/1853, 5-20=-2091/1662, 5-16=-2037/2871, 6-16=-476/500, 7-16— 1361/941, 7-15= 79/462, 7-14=-335/194, 3-20=-606/416, 20-22=-727/814, 10-14=-2430/3209 NOTES- (12) 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); 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) Provid'e mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1330, 2=255, 21=2034. 9) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hander(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 321 lb up at 7-0-0 on top chord, and 351 lb down and 267lb up at 7-0-0, 85 lb down and 52 lb up at 13-0-12, 85 lb down and 52 lb up at 15-0-12, 85 lb down and 52 lb up at 17-0-12, 85 lb down and 52 lb up at 19-0-12, and 85 lb down and 52 lb up at 21-0-12, and 85 lb down and 52 lb up at 23-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) "This manufactured product is designed as an individual building component. The suitability and use of this component for any 0 Io Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634. 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE MR-7473 rev. 10103MIS BEFORE USE, ' Design valid for use only with MITekV connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Innis 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 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, seeANSUIPII Qualify Ci feda, DSO-89 and BCSI BuIlding Component 6904 Parke East Blvd. Safety lnfoanatfonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Nexandrla, VA 22314. Tampa, FL .33610 Job Truss Truss Type Qty Ply 4 6 T14596856 1405747 T26 Half Hip Girder 1 1 Job Reference (optional) Builders Fir stSource, Tampa, Plant City, Honda 33566 I t7.;e?u 5 IVlay L4 evi O IVII ILK Iluu5ule5, II IV. Vveu Jul 10 Va—. 10 cv I o rave c I D:lp7TFLHdGdOODJoSejZpmvzKErt-11 m9gBNkl wlglxVWvshtDFoolBz7FplywogoO6ywtOs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads,(plf) Vert: 1=4=-54, 4-10=-54, 2-18=-20, 14-17=-20, 11-13=-20 Concentrated Loads (lb) N(ert: 4=-172(B) 8=-102(B) 5=-112(B) 19=-63(B) 15=-78 7=-1.02(B) 23=-112(B) 24=-102(B) 25= 102(B) 26= 102(B) 27= 102(B) 28=-112(B) 29= 112(B) 30=-112(B) ' 31=-122(B) 32=-351(B) 33=-78 34=-78 35=-78 36=-78 37=-78 38=-63(B) 39=-63(B) 40= 63(B) 41=-67(B) I ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 1010=015 BEFORE USE Design valid for use only with MilekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrigatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANWIP11 CuaIByClBeda, DSB-89 and BCS1 BuRd/ng Component 6904 Parke East Blvd. Safety rnlormafionavailable from truss Plate Inslltute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 r Job Truss Truss Type ally Ply � a T14596657 1`405747 T27 Common Girder 1 n G Job Reference (optional) Builders Fir ItSource, I ampa, want ulty, rronaa 33bbb o.«v . ,� ay « •.. �• _-• •-• • _ __ . _ . i D:lp7TFLHdGdOODJoSejZpmvzKErt-V DKXuXONbEtgN43jSaD6mSL2GbQw_HK69SaLYYywtOr 1.4-0 6-2-5 9.3-0 12-9-5 15-4-10 17-6-8 1-4-0 6-2-5 3-0-11 3-6-5 2-7-5 2-1-Y4 5x8 = 4x6 = Special Special Special Scale = 1:34.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL .20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.14 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.17 2-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 214 lb FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD WEBS ' 2x4 SP No.3 REACTIONS. (1 /size) 6=3912/Mechanical, 2=274010-8-0 Max Horz 2=134(LC 8) Max Uplift 6=-2307(LC 9), 2= 1729(LC 8) FORCES., (lb) - Max. Comp./Max- Ten: - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4840/3007, 3-4=-4622/2928, 4=5=-4620/2923, 5-6=-5463/3215 BOT CHORD 2-8— 2682/4254, 7-8= 2689/4665, 6-7= 2689/4665 WEBS ' 4-8= 2510/3937, 3-8= 235/303, 5-7= 351/898, 5-8=-747/396 Structural wood sheathing directly applied or 5-2-5 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- i' (10) 1) 2-ply-truss to be connected together with t Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - i row at 0-9-0 oc. gottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs donnected 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=1Ell; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=2307, 2=1729. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1775 lb down and 1350 lb up at 7-0-12, 729 Ib down and 4601b up at 9-0-12, 743 lb down and 403 lb up at 11-0-12, 7471b down and 426 Ib up at 13-0-12, and 554 Ib down and 345 Ib up at 15-0-12, and 741 lb down and 435 lb up at 17-0-12 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." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 101032015 BEFORE USE ' Design valld for use only with N11TekV 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 applicablllty 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 10 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, seeANSUMII QualifyCrBeilDSB-89 and SCSI Bugding Component ParkeEast 6904 Parke East Blvd.a, Safety Informalhaavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, Job Truss Truss Type Qty Ply I � . T14596857 1405747 � T27 Common Girder 1 2 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MI I eK industries, Inc. vveo uui 1 a ua:42:iu 2ui n rage c ID:Ip7TFLHdGdOODJoSejZpmvzKErt-VDKXuXONoEtgN43jSaD6mSL2GbQw_HK69SaLWywtOr LOAD CASE(S) Standard Uniform ,Loads (plf) Vert: 1-4=-54, 4-6— 54, 2-6_ 20 Concentrated Loads (lb) Vert: 8=-729(F) 7=-747(F) 9= 1775(F) 10=-743(F) 11= 554(F) 12=-741(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE PAGE 11111-7473 rev, 1010312015 BEFORE USE. ' Design valld for Use only with MITek0 connectors. This design Is based only upon parameters shown, and Is for ati 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, erecllon and bracing of trusses and truss systems, seeANSU7P11 Quality CrBedDSB-89 and BCS! BuOding Component East 6904 Parke East Blvd.a, Tampa, Parke Safety lnfalmallonavaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.33610 Job Truss Truss Type Oty, Ply t , T14596858 1405747 T28 Hip 1 1 Job Reference (optional) Builders'FirstSource, Tampa, Plant City, Florida 33566 6.220 S lvldy Z4 Gu Io IVII I tlN IIIUUDLiltlD, IIIV. Vvcu aw I D:Ip7TFLHdGdOODJoSejZpmvzKErt-zQuv5tP?YX?X?EevOHkLIgtGT?nbjtW F06Ju4-ywt0q 9-6-0 6-2.5 9.0•0 9 12-3-11 17-6-8 1-4-0 6-2-5 2.9-12 3- 2-9-11 5-2.13 0.3-0 Scale = 1:33.2 4x6 = I 3x8 - 7x10 = 9.6-0 9.0.0 -3.0 17-6.8 9;0.0 3- 8-0-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 TCDL : 7.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 BCDL 10.0 Code FBC20171TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=727/0-8-0, 7=623/Mechanical Max Horz 2=152(LC 12) Max Uplift 2=-384(LC 12), 7=-305(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 942/796, 3-4=-712/660, 4-5=-711/685, 5-6=-893l781 BOT CHORD 2-8— 649f773, 7-8=-578/737, 6-7= 523/549 WEBS 3-8= 262/426, 5-8= 209/381, 4-8=-438/499 Jxa — DEFL: in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.07 2-8 >999 240 MT20 244/190 Vert(CT) -0.13 2-8 >999 180 Horz(CT) 0.01 '7 n/a n/a Weight: 91 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-0 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=18ft; Cat. 11; Exp C; Encl., QCpi=0i18; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 9-3-0, Extehor(2) 9-3-0 to 13-5-15, Interior(1) 13-5-15 to 17-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This miss 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) 2=384, 7=305. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: July 18,2018 ® MIMING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only wilh PxllTe'0 connectors. This design 15 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 fabilcation, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Quai6yCiSeda, DSO-69 and SCSI Bullding Component 6904 Parke East Blvd. Safely intormatbtpvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply a . T14596859 1405747 T29 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 V.ZZU S IVlay Z4 ZU70lvll I eK 1nUu5111e5, I1rV. vveu Jul 10 Va:YL.10 L 10 rnya I I D:Ip7TFLHdGdOODJoSejZpmvzKErt-ReSHI DQdJr7OcOD5a_FartQN7 P8iSLgOdm3SdRywtOp -1-4-0 7-0-0 11-6-0 17-6-8 1-4-0 7-0.0 4-6-0 6-0-8 Scale=1:32.5 I/1 3x8 i 5x8 = 46 = L,[4 II unY — 6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.77 BC 0.30 WB 0.11 Matrix-SH DEFL. in Vert(LL) 0.05 Vert(CT) -0.06 Horz(CT) 0.01 (loc) I/dell Ud 2-9 >999 240 2-9 >999 . 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 89lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 cc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-8 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=727/0-8-0, 6=623/Mechanical Max Horz 2=128(LC 12) Max Uplift 2=-364(LC 12), 6=-282(LC 13) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-963/847, 3-4=-688/765, 4-5=-842f754 BOT CHORD 2-9= 648/773, 7-9= 651/781, 6-7= 534/684, 5-6= 514/570 WEBS ' 3-9= 59/278 NOTES- 1 (8) 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., �,Cpi=O) 18; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 7-0-0, Extedor(2) 7-0-0 to 15-8-15, Interior(1) 15-8-15 to 17-3-12 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 miss 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 bottorrr 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 at=lb) 2=364,i6=282. 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." Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 18,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEIC REFERANCE PAGE MII-7473 rev. iaw12015 BEFORE USE. ' Design valld for use only with Milek0 connectors. This design is based only upon parameters shown, and Is fot ah Individual building component, not a truss system. Before use, the building designer must verify the appllcab llty 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 fabricSation. storage, delivery, erection and bracing of trusses and truss systems, seeANS&VII AualOyCtBedo, DSO-89 and BCSI BuOding Component 6904 Parke East Blvd. Safely I'ntormatbtavallable from Truss Plate Institute, 278 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply c T14596860 1405747 T30 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.22u s May zv zui 8 Nit r etc industries, irrc. vveu dw i a 09AZ r a c01 o rage I D:Ip7TFLHdGdOODJoSejZpmvzKErt-voog W ZQF49FFEYol SimpN5zbHpSSBmsYrQo?9tywtOo 1-4-0 5-0-0 9-3-0 13-6-0 18-6-0 19-10-0 1-4-0 5-0-0 4-3-0 4-3-0 5-0-0 1-4-0 Scale=1:34.9 Special 5x8 = NAILED 11 NAILED NAILED Special 2x4 I I NAILED 5x8 = 4 12 5 s r I •ems e I r — 2x4 11 VNILCU 7x10 = 2x4 11 3x8 i 3x8 Special NAILED Special NAILED 5-0-0 Plate Offsets (X Y)-- [2.0-2-10 0-1-8] [3.0-6-0 0-2-8] [5.0-6-0 0-2-8] [6.0-2-10 0-1-8] [9:0-5-0 0-4-8] LOADINGI(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.12 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.14 9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 100 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD - Rigid ceiling directly applied or 6-9-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS: (lb/size) 2=1204/0-8-0, 6=1204/0-8-0 Max Horz 2=-74(LC 6) Max Uplift 2=-816(LC 8), 6=-816(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2061/1394, 3-4=-2323/1684, 4-5— 2323/1684, 5-6= 2061/1395 BOT CHORD 2-10=-119211766, 9-10= 1194/1779, 8-9=-1150/1780, 6-8= 1148/1766 WEBS , 3-10=-40/339, 3-9= 539/660, 4-9=-448/484, 5-9=-540/660, 5-8= 41/339 NOTES- i (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. 11; Exp C; Encl., C4Cpi=,.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 lb uplift at joint(s) except at=lb) 2=816, 6=816. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)189 lb down and 279 lb up at 5-0-0, and 189 lb down and 279 lb up at 13-6-0 on top chord; and 132 lb down and 54 lb up at 5-0-0, and 132 lb down and 54 lb up at 13-5-4 on bottom chord. The designtselection 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=-54, 3-5=-54, 5-7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 3=-142(B) 5— 142(B) 10=-91(B) 9= 89(B) 4=-128(B) 8=-91(B) 11=-64(B) 12= 64(B) 13=45(B) 14=45(B) Walter P. Finn PE No.22839 Wrok USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MlTelo•ID 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 is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' bulking design. Bracing Indicated prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcallon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVW11 9ualByCiflerW, DSB-69 and SCSI Bu➢dbv Component 6904 Parke East Blvd. Safety lntarmationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T14596861 1405747 T30A Hip Girder 1 1 Job Reference (optional) a ia n -nnnn nnia 0-4 Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 20 i o rvlr I Fin Irruuou iwo, tins. "so a —.. , -.'- I D:Ip7TFLHdGdOODJoSejZpmvzKErt-N?a2juRtrSN6siNUhPH2wlVroCt3wGDh44YYhJywtOn 2-10-8 3-5-0 3-11-8 6-10-0 2-10-8 0-6-8 o-6-B 2-10-8 Scale = 1:14.0 3X4 = 3x4 = 2x4 11 0 3 e 0 6° 2x4 = 6 2x4 11 0 6° ST1.5x8 STP = ST1.5x8 STP = - 2x4 = 2-10.8 3-5-0 3.11-8 6-10-0 2-10-8 0-6-8 0-6-8 2-10-8 Plate Offsets (X Y) [1.0 1 4 Edge] [2.0-2-0 0-2-8] LOADINGI (psf) SPACING- 2-0-0 CSI. DEFL, in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 1-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 1-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 24 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) 1=228/0-8-0, 5=22810-8-0 Max Horz 1=35(LC 11) Max Uplift 1=-108(LC 12), 5=-108(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-313/420, 2-3=-274/443, 3-4=-274/443, 4-5=-313/420 BOT CHORD 1-6= 265/241, 5-6= 265/241 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 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=4.2pst; 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 IDOL=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 twill 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 at=lb) 1=108, 5=108. 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." Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 18,2018 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. IOIO O15 BEFORE USE Design valid for use only with lvllrekO 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//PII QualityCrlfedq DSB.89 and BCSI SuBdIng Component 6904 Parke East Blvd. Solely lnformoffonavaaabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply A , T14596862 1405747 T31 Roof Special Girder 1 2 Job Reference (optional) buijuers SPDllrce, , aunpa, nanr �uy, r,u„ua uu000 ...«.. , ,.�..r...... , I .............. ...... .. .... __..- --• •-•-- -- . - _�_ . 1D:Ip7TFLHdGdOODJoSejZpmvzKErt-KNho8aT7N4dg50XtpgJ W?jb2QOR60yq_XN1fmCywt01 1-4-0 6-8-12 11-6-12 1$-O 0 15-7-0 20-6-2 26-4-10 28-6 0 1-4-0 6-8-12 4-10-0 Or5-4 3-7-0 4-11-2 5-10-8 4x6 11 Scale = 1:58.8 • 6.00 12 5 3x8 4 3x8 6 5x6 i 3 I 14 7 I m Id _ 1Rx8 = nj o 0 m 1 2 19 209 21 22 23 248 25 26 4 15 16 17 18 11 7x10 = Special P Special P 8x14 MT20HS = ST1.5x8 STP = ST1.5x8 STP = Special 12 Special Special Special P P Special P Special 5x8 = P x1 7x10 — Sx6 = — 3x6 II Special Special Special Special 6-8-12 6--12 5 23-9-14 8-60 r 6.8-12 -7-0 4-100Aq37-0 8-2-14 482 Plate Offsets (X Y)-- [2.0-2-8 0-0-3] [3.0-3-0 0-3-0] [7.0-1-11 Edge] [8:0-7-0 0-4-8] [9:0-5-0 0-4-4] [10:0-2-0 0-0-121 LOADING! (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) • 0.36 8-9' >933 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.51 8-9 >659 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.12 7 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 355 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc pudins. 5-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing; BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3.`Except` 10-13,5-9,4-12: 2x4 SP No.2 REACTIONS. (lb/size) 7=5789/0-8-0, 2=4669/0-8-0 Max Horz 2=248(LC 8) Max Uplift 7=-3011(LC 9), 2— 2778(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 9147/5348, 3-4=-9091/5235, 4-5=-6859/3871, 5-6=-6882/3891, 6-7-11039/5709 BOT CHORD 2-13=-4852(8047, 9-10=4671/8145, 8-9-3960/7507, 7-8=-4945/9727 WEBS 3-13=-342/177, 10-13=-5084/8332, 3-14=-48/279, 4-9-3041/2067, 5-9=-3312/5867, 6-9-1824/1083, 6-8=-1604/3536, 10-12= 447/801, 10-14=-1689/2893, 4-14-1923/3016 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 0-7-0 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 (8), 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=181t; 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) 7=301i, 2=2778. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 976 lb down and 734 lb up at 5-0-12, 598 lb down and 384 Ib up at 7-0-12, 598 lb down and 384 lb up at 9-0-12, 598 lb down and 397 Ib up at 11-0-12, 595 lb down and 395 lb up at 13-0-12, 595 lb down and 397 lb up at 15-0-12, 597 lb down and 309 lb up at 17-0-12, 597 lb down and 309 Walter P. Finn PE No.22839 lb up at 19-0-12, 789 lb down and 392 lb up at 21-0-12, 789 lb down and 392 lb up at 23-0-12, and 789 lb down and 392 lb up at MiTek USA, Inc. FL Cert 6634 25-0-12, and 789 lb down and 392 lb up at 27-0-12 on bottom chord. The design/selection of such connection device(s) is the 6904Parke East Blvd. Tampa FL33610 responsibility of others. Date: 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." July 18,2018 Continued on nnni- 9 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE ®— ' Design valid for use only with MITe'.0 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, seeANSMII QualifyCdfelb, DS8•89 and 9CS1 Bu0ding Component 6904 Parke East Blvd. Safely Informallonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Type Qty Ply fTruss I _ , . T14596862 1405747 T31 Roof Special Girder 1 2 Job Reference (optional) bunaersrusizource, Tampa, reami,ny,rruuuaaa000 . —y«-,..,.,,,.11 ,.----..---..-.__--•- _ I D:Ip7TFLHdGdOODJoSejZpmvzKErt-KNho8aT7N4dg5OXtpgJ W?jb2QOR60yq_XN1 fmCywt01 i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5= 54, 5-7=-54, 2-11= 20, 7-10=-20 Concentrated Loads (lb) Vert: 15=-976(F) 16=-598(F) 17=-598(F) 18=-598(F) 19= 595(F) 20=-595(F) 21=-592(F) 22=-592(1`) 23= 789(F) 24=-789(F) 25=-789(F) 26= 789(F) itI ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE. rm Desl valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a miss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW building design. Bracing prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrleation, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII QualityCdlerla, DSO-89 and SCSI Bulyding Component 6904 Parke East Blvd. Safely lnformallonovallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 2231A. Tampa, FL 33610 Job Truss Truss Type City Ply T14596863 1405747 T32 Roof Special 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MI I ek Industries, Inc. Wed Jul 18 09:42:23 2018 rage 1 I D:Ip7TFLHdGdOODJoSejZpmvzKErt-oaFAMwTm8NIhj963NYrlYx7C7Qk77RT7m 1 mDleywt0k -1 'A-n a_.r_19 24-0-6 28-6-0 5-2-0 4x6 = 6.00 12 3x6 = 5x6 = 2x4 II Scale = 1:53.7 m I< to P= v K4 = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.87 BC 0.73 WB 0.79 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Well Ud -0.28 10-11 >999 240 -0.54 10-11 >619 180 0.07 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 149lb FT=20% LUMBER = BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied. 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or'5-2-2 oc bracing. BOT CHORD 2x4 SP No.1 'Except' 8-9: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1029/0-8-0, 2=1130/0-8-0 Max Harz 2=246(LC 12) Max Uplift 8=-493(LC 13), 2=-587(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1847/1308, 3-5=-177911378, 5-6=-1746/1534, 6-7=-1680/1321, 7-8=-1968/1587 BOT CHORD 2-14=112311565, 10-11— 633/1094, 8-1 0=-1 328/1723 WEBS 3-14=-247/303, 6-11=-711/877, 6-10=-316/570, 7:10=-400/589, 5-11=-240/326, 11-14=-1141/1583 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; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 15-7-0, Exterior(2) 15-7-0 to 18-7-0, Interior(1) 18-7-0 to 28-2-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip UOL=i .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=10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=493; 2=587. 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." WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters gown, and Is for on Individual building component, not Incorporate this design Into the a iI system. Before use, the building designer must verify the applicability of design parameters and properly 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 fabrrcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/ it CualByWeda, DSO-89 and SCSI Bugdfng Component 6904 Parke East Blvd. Safety lntonnal/onzivallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 33610 Job Truss Truss Type Qty Ply f T14596864 1405747 T33 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a.2zu s May 24 2018 MI I ex industries, inc. Wed Jul 18 09:42:24 2016 raye 1 I D:Ip7TFLHdGdOODJoSejZpmvzKErt-GmpZZGUOvhtYLJhFwFM_48gMVg4lsu_H?hW mg4ywtOj =1-4-0 1 6-4-12 11.6-12 12-Or0 15-7-0 24-0-6 28-6-0 29-10-0 1-4-0 6-4-12 5-2-0 0-5-4 3-7-0 8-5-6 4-5-10 Scale = 1:55.1 4x6 = 6.00 12 ST1.5x8 STP = "' "' 3x4 = 3x6 = 5x6 = 2x4 11 LOADING'(psf) I SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER TOP CHORD 2x4 SP No.t 'Except' 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1127/0-8-0, 9=1126/0-8-0 Max Harz 2=230(LC 12) Max Uplift 2=-586(LC 12), 9= 559(LC 13) 11-6-12 12-0,0 20-7-14 1 28-6-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.89 Vert(LL)-0.2912-13 >999 240 MT20 244/190 BC 0.74 Vert(CT)-0.5512-13 >612 180 MT20HS 187/143 WB 0.77 Horz(CT) 0.07 9 n/a n/a Matrix-SH Weight: 152 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1841/1287, 3-5=-1770/1339, 5-6— 1737/1482, 6-8= 1659/1231, 8-9= 1937/1488 BOT CHORD 2-16= 1034/1561, 12-13=-571/1087, 9-12=-1234/1.692 WEBS 3-16=-247/293, 13-16=-1052/1579, 6-13=-696/879, 6-12=-290/556, 8-12=-393/570, 5-13= 239/322 NO, ES- (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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 15-7-0, Exterioi(2) 15-7-0 to 18-7-0, Interior(1) 18-7-0 to 29-10-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 'DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=586, 9=559. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 A WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev. 10103,2015 BEFORE USE �o Design valld for use only with MTekV 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 verity the applicablllty 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, seeAAWMII Quality Ci fetid, DS849 and BCSI Bu➢dlRg Component 6904 Parke East Blvd. Safetylnfolmallonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ' t • T14596865 1405747 T34 ROOF SPECIAL 1 1 I Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 242018 MITek Industries, Inc. Wed Jul 18 09:42:25 2018 Page 1 I D:I p7TFLHdGdOODJoSejZpmvzKErt-kyNxmcVOg??PyTGRUztDdMDai DT2bMDQELFJ NXywtOi -1-4-0 6-4-12 11-6.12 1 -0 0 14.7.13 5-7- 21-4-11 25-7-0 28-6-0 29-10-0 1-4-0 6-0-12 5-2-0 D-5-4 2-7-13 -11- 5.9.11 4-2-4 2.11-0 1 0 0 46 = 6.00 f12 3x6 = 3x6 = 2x4 II 3x6 11 Scale=1:57.3 26-10-9 6-4-12 1-1-6-12 18•g0 14-7-13 i15-7-� 21.4-11 i 25.6-0 25,7-0 i 21.1 -0 6.4-72 5-2-0 -5• 2.7-13 -17- 5-9-11 4-1-5 0- -0 1.7.7 1-3-9 Plate Offsets (X Y)-- [9:0-5-5 0-2-5] [10:0-1-8 Edge] [13:0-4-8 0-1-8] [16:0-7-8 0-3-01 LOADING, (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Lid PLATES GRIP TCLL 20.0 -Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.18 17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.28 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB, 0.71 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 173 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc puffins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. 9-16: 2x6 SP M 26 WEBS 2x4 SP No.3 `Except' 5-18: 2x6 SP No.2, 12-13: 2x4 SP No.2 REACTIONS. (lb/size) 2=1126/0-8-0, 10=1125/0-8-0 Max Horz 2=230(LC 12) Max Uplift 2=-587(LC 12), 10=-559(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1837/1287, 3-5=-2150/1567, 5-6= 1469/1195, 6-8= 1499/1163, 8-9=-2384/1694, 9-10=-1642/1178 BOT CHORD 2-19= 1027/1556, 15-16=-1152/1941, 14-15=-134212103, 13-14=-134212103, 9-13=-134212103, 10-12= 875/1304 WEBS 5-16= 391/661, 6-15=-724/1027, 5-15— 897/752, 3-19— 483/448, 3-16= 89/310, 16-19= 1072/1617, 8-15=-918/786, 8-14=-180/476, 12-13=-723/1111, 9-12=-1697/1138 NOTES- 1 (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=42psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-7-9, Interior(1) 1-7-3 to 15-7-0, Exterior(2) 15-7-0 to 18-7-0, Interior(1) 18-7-0 to 29-10-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=587; 10=559. 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." Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE. ' Design valld for use only with MITeRM 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!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSLJ7P/1 QualByCrBeda, DSB-89 and SCSI Bulfdbtg Component 6904 Parke East Blvd. Safety /nformationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T14596866 1405747 T35 Roof Special 4 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MI I ek Industries, Inc. Wed Jul 18 09:42:26 2018 rage 1 I D:Ip7TFLHdGdOODJoSejZpmvzKErt-C8xJ_yW eRl7Gadge2gOSAZ113dkFKo4aS??tvzywtOh 1-4-0 6-4-12 11-6-12 1$-50 0 15-7-0 21-4-12 25-6-0 28-6-0 ,29-10-0 1-4-0 6-4-12 5-2-0 0-5-4 3-7-0 5-9-12 4-1-4 3.0-0 0 0 Plate Offsets LOADING (psf) SPACING- 2-0-0 TCLL ' 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FB02017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 9-16: 2x6 SP M 26 WEBS 2x4 SP No.3 6.00 12 2x4 11 4x6 = 14-0-0 . 15-7-0 3-0-0 Scale=1:54.1 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TC 0.70 Vert(LL) 0.2213-14 >999 240 MT20 244/190 BC 0.83 Vert(CT) -0.3513-14 >967 180 MT20HS 1871143 WB 0.80 Horz(CT) 0.19 10 n/a n/a Matrix-MSH Weight: 168 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. REACTIONS. (lb/size) 2=113310-8-0, 10=113210-8-0 Max Harz 2=230(LC 12) Max Uplift 2= 587(LC 12), 10=-559(LC 13) FORCES: (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1941/1378, 3-5= 2316/1692, 5-6= 1543/1253, 6-8= 1574/1220, 8-9= 2568/1838, 9-10=-1981/1429 BOT CHORD 2-1 9=-1 124/1679, 15-16=-1239/2049, 14-15= 1472/2275, 13-14=-1472/2275, i 9-13=1419/2200, 12-13=-1228/1832, 10-12=1157/1702 WEBS 5-16= 447/737, 6-15=--776/1094, 3-19=-558/495, 3-16=-92/335, 16-1 9=-1 210/1803, 5-15=-953/793, 8-15=1033/870, 8-14=-251/538, 9-12=-2275/1554 NOTES- i (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=O.18; MWFRS (envelope) and C-C Extedor(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 15-7-0, Extedor(2)15-7-0 to 18-7-0, Intedor(1) 18-7-0 to 29-10-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This'truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=587,10=559. 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." Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design voiid for use only with Iv11Tek8 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 buckling of Individual truss web and/or chord members only. Additlonai 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, seeANSYWII QualByCriteria, DSO-89 and BCSI BaUding Component 6904 Parke East Blvd. Safetyintormatibravailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply • T14596867 1405747 T36 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 rs.zzu s may zy za io rvu en awuauieo, arc. vvicila.,6r I D:I p7TFLHdGdOODJoSejZpmvzKErt-gLVhBI W GCcG7CnPgcNvhinlwwi 9W 3GUjhfkQRPywtOg 15-7-0 -1-4-0 6-4-12 11.6-12 1 0 14d-6 1 •D- 1 -2 21-4-11 24.1-2 25:61%6 28-6-0 29-10-0 1.4-0 6-4-12 5-2-0 -S 2d-6 7-1 7- 5-2-11 2-6-7 1.9-4 2-7.10 1-4-0 0-7-0 Scale=1:56.8 3x6 11 3x6 = 3x4 = 6.00 12 6 7 8 Sn.axnoir- 3x6 = 3x6 = 2x4 II 16-2-0 26-3-10 6.4-12 11-6-12 12-0 0 14-4.6 15-7-0 21-4-11 i _ 25-6-0 25r1Q•61 28.6-0 6.4-12 s-2-0 a-s-a 2-0-6 ' 1-2-100-7-0 Yz•il a-r-a u•a-o c-c-o LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.18 14-15 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.28 14-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(CT) 0.17 -11 n/a n/a BCDL 10.0 Code FB02017frP]2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 10-17: 2x6 SP M 26 WEBS 2x4 SP No.3 `Except* 13-14: 2x4 SP No.2 JOINTS REACTIONS. (lb/size) . 2=1127/0-8-0, 11=1126/0-8-0 Max Harz 2=224(LC 12) Max Uplift 2=-582(LC 12), 11=-554(LC 13) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1 841/1350. 3-5=-2197/1688, 5-6=-1473/1266, 6-7=-1280/1178. 7-8=-1280/1178, 8-9=-1505/1235, 9-10= 2383/1795, 10-11=-1647/1239 BOT CHORD 2-20= 1100/1560, 16-17=-1245/1938, 15-16=-1432/2100, 14-15=-1432(2100, 10-14=-1432/2100, 11-13= 925/1310 WEBS 3-20=-514/484, 7-16= 750/1007, 5-16=-880/804, 5-17= 427/683, 9-16=-902/828, Ir 9-15= 191/479, 3-17=-123/346, 17-20= 1184/1675, 13-14= 768/1121, 10-13=-1707/1206 PLATES GRIP MT20 244/190 Weight: 168 lb FT = 20% Structural wood sheathing directly applied or 3-3-15 oc purlins. Rigid ceiling directly applied or 5-5-12 oc bracing. Except: 7-7-0 oc bracing: 14-15 8-3-0 oc bracing: 15-16 1 Brace at Jt(s): 15 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) J/Jind: 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 6dedor(2)-1-4-13 to 1-73, Interior(1) 1-7-3 to 15-0-0, Exterior(2) 15-0-0 to 20-4-15, Interior(1) 20-4-15 to 29-10-13 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) * This4russ 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) Providb mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=582, 11=554. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE MI1-7473 rev. 10103,2015 BEFORE USE Design valld for use only with A4ITekibconnectors. This design Is based only upon parameters drown, and Is for an Individual building component, not a truss system. Before use, the bulding designer must verify the applicability of design parameters and properly Incorporate ihis 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 stabllify 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, seeANSYM/t QualityCrdeda, DSB-09 and BCS/ BuRd(ng Component 6904 Parke East Blvd. Safety/nfoanal/onavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply T14596868 1405747 T37 Hip 1 1 Job Reference (optional) Builders FifstSource, Tampa, Plant City, Florida 33566 8.220 5 May 24 20i B Mi I eK Inuusules, mu. vveu dui to U�Ae u — 16 r vw i 1 D:Ip7TFLHdGdOODJoSejZpmvzKErt-djcSczYWkDW gR4ZDjox9nCNH FrnZXAT09zDXW IywtOe 13-0-0 6-4-12 11-6-12 1 -0 0 15-0-9 18-2-0 23-0-2 25-2-4 28-6-0 29-10-0 1-4-0 6-4-12 5-2-0 -5-4 2-0-9 3-1-7 4-10-2 2-2-2 3-3-12 i-4-0 1-0-0 Scale = 1:54.9 5x6 = 6.00 12 2x4 11 6 22 3x6 = 3x6 = 2x4 II LOADING (psf) ' SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except" ' 9-16: 2x4 SP M 31 WEBS 2x4 SP No.3'Except* 12-13: 2x4 SP No.2 REACTIONS. (lb/size) 2=112710-8-0, 10=1126/0-8-0 Max Harz 2=203(LC 12) Max Uplift 2=-566(LC 12), 10= 533(LC 13) 15.0-9 4x6 = 23 7 25-2-4 .26-10.8 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.64 Vert(LL) 0.2013-14 >999 240 MT20 244/190 BC 0.73. Vert(CT) -0.32 15-16 >999 180 WB 0.75 Horz(CT) 0.19 10 n/a n/a Matrix-SH Weight: 160 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. Except: 5-6-0 oc bracing: 13-14 5-10-0 oc bracing: 14-15 JOINTS 1 Brace at Jt(s): 14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1842/1438, 3-5=-2148/1770, 5-6— 2100/1927, 6-7— 1524/1412, 7-8=-1750/1461, 8-9= 2602/2097, 9-10= 1623/1300 BOT CHORD 2-19=-1182/1561, 15-16=-1047/1612, 14-15=-1750/2326, 13-14=-1750/2326, 9-13= 1750/2326, 10-12=-965/1282 WEBS 3-19=-491/503, 7-15=-307/501, 5-16= 176/352, 8-15=-879/837, 8-14=-208/404, 9-12=-1450/1091, 6-16=-815/875, 3-16=-124/325, 16-19=-1266/1667, 12-13=-506/706 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; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-73, Intedor(1) 1-7-3 to 13-0-0, Exterior(2) 13-0-0 to 17-2-15, Inted4(1) 17-2-15 to 18-2-0, Extedor(2) 18-2-0 to 22-4-15, Interior(1) 22-4-15 to 29-10-13 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=566, 10=533. 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." WalterP. Finn PE No.22839 MIT& USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 Q WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED WEI( REFERANCE PAGE Mll-7473 rev. 10103,2015 BEFORE USE. Design valld fot Use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual buildingcomponent. hot � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Indicated is 10 buckling individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' building design. Bracing prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPI► GualBy Cdleda, DSB-89 and BCS1 BuOdhW Component 6904 Parke e East Blvd.fabrication, Safety lntonnoHorlavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 336t o Job Truss Truss Type Qty PIY v T14596869 1405747 T38 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s rv,ay 24 zu r o rvu , en a iuu-6ea, 41C. v.6 y� I D:Ip7TFLHdGdOODJoSejZpmvzKErt-dieSczYW kDW gR4ZDjox9nCNHhrk2XCo09zDXW IywtOe �0 6-4-12 11-0-0 12-01 15-7-0 20-2-0 23-4.1 28-6.0 92 10-0 1-4-0 6-4-12 4-7-4 1-0-0 3-7-0 4-7-0 3 2-1 5 1-15 1-4-0 4x6 = 3x4 = 518 19 ST1.5x8 STP = 3x6 = Sx6 = 2x4 11 4x6 = Scale =1:53.8 6-4-12 11-0-0 12-0-Q 20-2-0 28-6-0 6-4-12 4-7-4 1-0-0 8-2-0 8-4-0 Plate Offsets (X Y)-- [12.0-2-8 0-2-81 LOADINGI (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0-0 1.25 CSI. TC 0.61 DEFL. Vert(LL) in (loc) -0.22 10-12 I/dell >999 Ud 240 PLATES GRIP MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.48 10-12 >700 180 BCLL 0.0 ' BCDL 10.0 Rep Stress Incr YES Code FBC2017/TP12014 WB 0.61 Matrix-SH Horz(CT) 0.09 8 n/a n/a Weight: 149 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. (Ib/size) 2=1132/0-8-0, 8=1129/0-8-0 Max Horz 2=181(LC 12) Max Uplift 2=544(LC 12), 8=-508(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1846/1474, 3-4=-183611558, 4-5=-1631/1511, 5-6=-1443/1318, 6-7=-1639/1390, 7-8-1834/1526 BOT CHORD 2-15=-1218/1564, 10-12=-1191/1679, 8-10= 1213/1561 WEBS 3-15=-285/349, 4-12= 401/583, 5-10=-393/418, 6-10— 373/528, 7-10=-207/340, 12-15=-1243/1589 Structural wood sheathing directly applied or 3-11-6 oc.purlins. Rigid ceiling directly applied or 2-2-0 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=3.0psf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 20-2-0, Exterior(2) 20-2-0 to 24-4-15, Interior(1) 24-4-15 to 29-10-13 zone;C-C for members and forces & XWFRS 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=544', 8=508. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING -Verily derlgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ml1.7473 rev. 10/03/2075 BEFORE USE, Desk valid for use only with NtiTekti connectors. this derlgn Is ta7sed only upon parameters shown, and !s for lndivldual Iw�ding component, not a truss system. Before use, the Wlding designer must vertry the appllcablllry of derlgn parameters and properly Incorporate this derlgn Info the overall building design. Bracing indicated Is to prevent buckling of IndlvIduai truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wfth possible personal Iniury and property damage. For general guidance regarding the fabrl8atlon, storage- delivery- erection and bracing of trusses and Truss systems, seeANS!/lPII AuaIByCltlerb, DSB49 and BCSI Bu➢d/ng Component 6904 Parke East Blvd. Safety InlormaW vollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T14596870 1405747 T39 Hip 1 1 r Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MI I eK mausmes, Inc. vvea uui 18 uv:4z:uu zu1 o rage 1 I D:Ip7TFLHdGdOODJoSejZpmvzKErt-5wAggJZ9VXeh3EBPH W TOKPwRBE7XGeE9Ndz42kywtOd 28-6-0 -1-4-0� 4.6.9 9.60 15-7-0 22-2-0 27-4-0 27-9r4 i29-t0.0 , 1-4-0 4-6-9 4-5;6 6-7-0 6-7-0 5-2-0 5• 1-4-0 0-8-12 Scale = 1:53.9 5x8 = 2x4 15x8 = 4 19 5 20 6 CO O O d ST1.5x8 STP= 3x4 — 3x4 = 3x8 _ 4x6 — 6xi2 MT20HS� 3x6 = - — — 3x4 = 2x4 11 28-6.0 9.0-0 15-7-0 22-2-0 27-4.0 27-9,4 9-0-0 6.7-0 6.7.0 5-2-U -5- 0.8-12 Plate Offsets (X Y)-- [4.0-6-0 0-2-8] [6:0-6-0 0-2-8] [8:0-5-14 0-0-0] [10:0-0-12 Edge] [10:1-0-12 Edqe] [10:0-1-4;0-2-71 LOADING�(pst) 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) -0.15 2-16 >999 240. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 ' Vert(CT) -0.32 2-16 >999 180 MT20HS 187/143 8CLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-1-9 oc bracing. 8-10: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-12: 2x6 SP No.2 REACTIONS. (lb/size) 2=1124/0-8-0, 8=1132/0-8-0 Max Harz 2=161(LC 12) Max Uplift 2=-523(LC 12), 8=-491(LC 8) FORCES, (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1810/1681, 3-4=-158911368, 4-5=-1605/1508, 5-6= 1605/1608, 6-7=-1281/1097, 7-8=-1787/1634 BOT CHORD 2-16=-1329/1558, 14-16=-989/1378, 13-14� 778/1086, 12-13=-404/427, 8-1 0=-1 469/1550 WEBS 3-16=-255/379, 4-16=-111/361, 4-14=-301/372, 5-14=-404/486, 6-14r 567/679, 7-10=-79/330, 7-13= 486l707 r 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 Extedor(2y-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Intedor'(1) 13-2-15 to 22-2-0, Exterior(2) 22-2-0 to 26-4-15, Interior(1) 26-4-15 to 29-10-13 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=523, 8=491. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE. -- ' Design valid for use only with MITekD connectors. This design Is based only upon parameters drown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSMII CualdyCtBeda, DSO-89 and SCSI Sanding Component 6904 Parke East Blvd. Safely lnformafionovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty ply j T14596871 1405747 T40 Hip Girder 1 1 Job Reference o tional Builders FirstSource, I ampa, F9ant u ry, morlca ssboo o.GGV J 1v1aY LY GV I V IYII I cA luuuauma, I,, . Y. u, y , ID:lp7TFLHdGdOODJoSejZpmvzKErt-1 IIaE?aPO6uPIYloO xoVsPq?j52onkTOSrxSB6dywtOb 28-6­1 1 -1-4.0 5-0-4 1 7-0-0 I 11.4-6 I 15.7-0 11 99-10 1 24-2-0 27-0.0 27-11 129.10.Oi 1-4-01-1a12 4-a-6 4-2-10 4-2-70 4-0-6 3-2-0 aSa 1-4-0 0.8-12 Scale=1:60.0 4x10MT20HS= NAILED Special NAILED 2x4 II NAILED 6.00 FIT 4 22 523 24 NAILED NAILED NAILED 3x4 = NAILED 3x8 = 4x6 = NAILED NAILED 4x6 = 256 26 7 8 27 28 9 29 STt,5x8STP= I G. „ — 3x4 = NAILED 5x8 =NAILED 6x12 MT20HS= 6x8 = 7x10 = 3x8 = 3x8 = 2x4 II 3x6 = Special NAILED NAILED NAILED NAILED NAILED 3x6 II NAILED NAILED NAILED 28.6-0 1 7-0-0 11.4-6 15-7-0 19.9-10 24.2-0 27.4-0 UL,94� 7-0-0 4-4.6 4-2-10 4-2-10 4-0.6 3.2.0 Sd 0.8-12 Plate Offsets (X Y)-- [2.0-4-12 0-1-8] [4.0-7-8 0-2-41 [7.0-3-0 Edge] [10.0-4-12 0-1-8] [15.0-2-12 Edge] [17.0-1-12 0-2-8] [18:0-0-0 0-1-12] [19:0-1-12 0-0-01 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL ;20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.40 19-20 >835 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC b.83 Vert(CT) -0.44 19-20 >753 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH, Weight: 167 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHO�D 2x4 SP No.1 'Except' 10-15: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=215810-8-0, 10=240610-8-0 Max Horz 2=138(LC 27) Max Uplift 2=-1471(LC 8), 10— 1626(LC 4) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-5-14 oc bracing. Except: 5-6-0 oc bracing: 10-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3976/2784, 3-4=-3853/2792; 4-5= 4418/3263, 5-6= 4418/3263, 6-8=-3838/2829, 8-9=-2727/1989, 9-10= 3166/2226 BOT CHORD 2-21=-2456/3436, 20-21=-2457/3447, 19-20=-3259/4523, 17-19=-3259/4523, 16-17=-1102/1498, 14-16= 1065/1433, 12-15=-1889/2744, 10-12=-1889/2744 WEBS 4-21=-288/569, 4-20— 994/1281, 5-20=-491/523, 6-19— 1W347, 6-17=-904/666, 15-16=-165/341, 9-15=-753/1148, 12-14=-557/818, 14-15=-1555/1155, 3-21=-239/298, 15-17= 1723/2455, 8-15=-1258/1012 NOTES- (11) 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. 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1471,10=1626. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25°) toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 321 lb up at 7-0-0 on top chord, and 351 lb down and 267 lb up at 7-0-0 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 Walter P. Finn PE No.22839 MiTek USA, Inc. Fl. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for on kldlvidual building component, not a iruss,system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing nA T W prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Itll� e fabrication, storage• delivery, erection and bracing of trusses and truss systems, seeANS0711 auainy cdfeda, DSB•eg and SCSI Buildrgg Component 6904 Parke East Blvd. Tampa, FL 33610 Satelylntorma/Oonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Job Truss Truss Type Qty Ply T14596871 1405747 T40 Hip Girder 1 1 Job Reference (optional) Builders Fir stSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jul 18 09:42:33 2018 Page 2 ID:Ip7TFLHdGdOODJoSejZpmvzKErt-VVsySLbi nSOGwit_yeO5y1YurS80Twec3bBkf3ywt0a LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform'Loads (plf) Vert: 1-4=-54, 4-9= 54, 9-11=-54, 2-13=-20, 10-12=-20 Concentrated Loads (lb) Vert: 4=-172(B) 7= 112(B) 21=-351(B) 14=-144(B) 22=-112(B) 23=-112(B) 24= 112(B) 25= 112(B) 26_ 112(B) 27=-112(B) 28— 112(B) 29=-15(B) 30= 31(B) 31= 63(B) 32=-63(B) 33=-63(B) 34=-63(B) 35=-63(B) 36= 63(B) 37=-63(B) 38=-63(B) 39= 195(B) l I ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MfFEK REFERANCE PAGE M11-7473 rev. 101032015 BEFORE USE. ' Deslen valid for use only with MITekD connectors. This design Is based only.upoh parameters shown, and Is for an Individual bu.°ding 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. Bracfng 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, seeANSU1PII QualfyCdfeda, DSB-89 and BCSI BuOdIng Component 6904 Parke East Blvd. Safety lnfonnatlonavailabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 2231A. Tampa, FL 33610 Job Truss Truss Type Qly Ply A y T14596872 1405747 Vol Valley 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1 a a 0 2X4 2-0-0 tl.LLU 5 IVlay LW La I O IVII I tlA IIIWJII ItlJ, II IV. VV WU Sul I o uuc , ID:Ip7TFLHdGdOODJoSejZpmvzKErt-VVsySLbinSoGwit_yeO5y1Y6LSKRT8Fc3bBkf3ywtOa Scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 120.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a rl/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a ' 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=51/1-11-8, 2=37/1-11-8, 3=14/1-11-8 Max Horz 1=40(LC 12) Max Uplift 1=-20(LC 12), 2=-44(LC 12) Max Grav 1=51(LC 1), 2=37(LC 1), 3=27(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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extefior(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 *411 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 100 lb uplift at joint(s)1, 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 A WARN - Ved/y design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE Desi(}h val{d fot use only wiifi MITe'k@ conrzciors. This design {s based only upoh parameters showh, and is for ah krdivlaual buliding compon""'hot � 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 Indlcaled Is to prevent buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing Mi'Pek° Is always required for stabllity and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication. storage, delivery, ,..non and bracing of trusses and Truss systems, seeANSI/IPII QuaBtyCrBerla, OSB�9 and BCSI Bugd/r1g Component 6904 Parke EasT BNd. SaAafy /nlormaHorpvolloble from Truss Plate InsntuTe, 21 B N. Lee Sheet, SulTe 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply + T14596873 1405747 V02 Valley 2 1 � Job Reference (optional) buiroers mrsibource, I ampa, viamuny, rionuamono --y---....n---,..., I- --- — - . -u- . I D:Ip7TFLHdGdOODJoSejZpmvzKErt-zhOKfhcfYmB7XsSAW MXKUF4Cbsc_CbUI I FxIBVywtOZ 4-0-0 4-0-0 a a 0 2x4 5- 2x4 II 2 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Scale=1:12.8 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS ' 2x4 SP No.3 BOT CHORD Rigid'ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=119/3-11-8, 3=119/3-11-8 Max Horz 1=94(LC12) Max Uplift 1=-47(LC 12), 3= 94(LC 12) 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=4.2psf; 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 1411 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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." 101 Walter P. Finn PE No.12839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE W--7473 rev. laW/2015 BEFORE USE. ' Design valld for use only with Weal connectors. This design Is based only upon parameters shown, and Is for chn Individual busding 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 MlTeka prevent 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, seeANSUWII QualityCrBedq DS9-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety fntonnalb►avaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply A T14596874 1405747 V03 Valley 1 1 ' Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 q 0 0 C.ZZU S May 24 ZU1 t5 Will eK InUU51rle5, It1C. VVeu dur la ua:vc.04 cU r o raye r ID:Ip7TFLHdGdOODJoSejZpmvzKErt-zhQKfhcfYm87XsSAW MXKUF43VsW 6Cb UI IFxIBVywtOZ 2x4 11 3 2x4 i 2x4 II Scale = 1:18.4 LOADING'(psf) SPACING-' 2-0-0 CSI. DEFL. in (loc) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) n/a nJa 999 MT20 2441190 TCDL 7.0. Lumber DOL 1.25 BC 0.58 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL ' 10.0 Code FBC2017ITP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER-, BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=193/5-11-8, 3=193%5-11-8 Max Horz 1=152(LC12) Max Uplift 1=-76(LC 12), 3=-152(LC 12) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 181/373 Structural wood sheathing directly applied or 2-2-0 oc puffins, 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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-10-4 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 t61ss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at=lb) 3=152. 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.' Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design vaild for use only with MiTek0 connectors. This design 6 based only Upon parameters shown, and is fat an Individual building component. not �p a truss system. Before use. the building designer must verify the applicablIlly of design parametersand 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!Tek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding The fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWil QualityCrBerb, DSB-89 and BCSI BuMV Component 6904 Parke East Blvd. Safety fnformationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T14596875 1405747 VO4 Valley 2 1 Job Reference (optional) .., ,.. _....T_._­__._.__ .__ __ .... .,,,....,n -1. n....,. a tittimers r-irsiz ource, 1 arrlpa, r10.11t l ILy, rlul lua 00- q 0 2x4 -::- I D:Ip7TFLHdGdOODJoSejZpmvzKErt-Rtjtt dHJ3G_9?OM432Z1 SdROFz3x2kvXvgrjyywtOY 4-0-0 I 3x4 = Scale = 1:7.7 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. • in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC . 0.08 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL ' 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.3 REACTIONS. (lb/size) 1=101/3-11-0, 3=101/3-11-0 Max Horz 1=16(LC 9) Max Uplift 1=-50(LC 12), 3=-50(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 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=18ft Cat. 11; 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 A WARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE mu--7473 rev. f0/032015 BEFORE USE. ' Design vaild for use only with MITekl9 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 Mew 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, socANSUIPII GuallryCdledd, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safoty Infomrallon3voilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply + T14596876 1405747 V05 Valley 1 1 Job Reference (optional) .. I1l,.1 I..I 14 nn•A7•*[.` 7n1C D­ 1 t5ulimers r-IrStouan:e, I dulpd, 1I.- filly, I... IU6 JJwv -•--- - - -� - -- - -- - --- ---- - - --- I D:Ip7TFLHdGdOODJoSejZpmvzKErt-v4X54Ndv4NOrn9bZdmZoagAaKfHFgUl2mZQPFOywtOX 4.0-0 8-0-0 4-0-0 4-0-0 4x6 = • 2 7 q a 0 4 3x4 2x4 11 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.20 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014. Matrix-SH Scale=1:14.8 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. ' (Ib/size) 1=111/7-11-0, 3=111/7-11-0, 4=276/7-11-0 Max Horz 1=39(LC 9) Max Uplift 1=-67(LC 12), 3=-75(LC 13), 4=-113(LC 12) Max Grav 1=114(LC 23), 3=114(LC 24), 4=276(LC 1) FORCES., (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-169/268 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=18f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-0-0, Exterior(2) 4-0-0 to 7-0-0, Interior(1) 7-0-0 io 7-4-7 zone;C-Clor members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed Fora 10.0 psf bottom chord live load nonconcurrent'with any other live loads. 5) ` This'truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provi8e mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) 4=113. 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." Walter P. Finn PE No.22839 81iTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® {YARNING - Verily 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 Mtltek0 connectors. This design is based only upon parametersshown, and Moran an Individual buflding component, not � a truss system. Before use, the building designer must verify the applicability of design parametersand properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual frussweb and/or chord members only. Additional temporary and permanent bracing MiTeW Is al mays 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, seeAllfS//IPI/ GuaOfyCrBeda, DSB-89 and BCSI Bufld/ng Component 6904 Parke East Blvd. Sa/otylnformaHonavallable from Truss Plate Institute, 218 Nr Lee Street, Suite 312, Alexandria, VA 2231A. Tampa, FL 33610 II Job I Truss Truss Type Oty Ply � L T14596877 1405747 V06 Valley 1 1 Job Reference (optional) 40 0 4 Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 5 rymy 24 20 t o Nil I em II IUUSUIGS, Mr. vveu uu . .oyo I Dd p7TFLHd GdO 0 DJ oSejZpmvzKErt-0 G5Tl ieYrhW iOJAIBU516tiig3YTPxi B_D9yogywtOW 6-0-0 12-0-0 6-0-0 6-0-0 Scale = 1:20.5 Us = 4 � 3x6 � 2x4 II 3x6 � LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) n/a n/a 999 BCLL ' 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 2x4 SP No.3 2x4 SP No.3 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS' 2-4=-269/331 PLATES GRIP. MT20 244/190 Weight: 39 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (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 Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-4-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) sable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 6).Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb) 1=107, 3=119, 4=181. 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." v •o 0 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 18,2018 �s ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE' Design valid for use only with WHOM connectors. This design Is based only upon parameters shown, and Is for an Individual building component not ci 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, seeANSUMI► Qua►ityCrBedd, DSO-69 and BCSI Building Component 6904 Parke East Blvd. safety from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type city Ply T14596878 1405747 V07 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.22U s May 24 2018 Mi I ek Industries, Inc. vvea dul 18 09:42:37 za r o rage ID:Ip7TFLHdGdOODJoSejZpmvzKErt-OG5TIieYrhW iOJAIBU516tidP3SNPxZB_D9yogywtOW 7-6-8 8-5-8 16-0-0 7-6-8 0-11-0 7-6-8 Scale - 1:27.8 3x6 = 2x4 11 3x6 = 2 3 4 3x6 i O 3x8 Plate LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.01 Plate Grip DOL 1.25 TC 0.75 TCDL 7.0 Lumber DOL 1.25 BC 0.99 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=272/15-11-0, 5=269/15-11-0, 6=550/15-11-0 Max Horz 1= 81(LC 8) Max Uplift 1=-170(LC 12), 5=-184(LC 13), 6— 197(LC 12) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-205/264, 28=-180/346, 3-4=-177/342 WEBS , 3-6=-322/360 5x6 = DEFL. in (loc) Well Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 5 n/a n/a Weight: 53 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 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=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-6-8, Extedor(2) 7-6-8 to 12-8-7, Interior(1) 12;8-7 to 15-4-7 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 1=170, 5=184, 6=197. 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." Walter P. Finn PE No.22836 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mir-7473 rev. 1010312015 BEFORE USE " Design Vaild for Use only with ivllTekb connectots. 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 applicablilty 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 10 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, seeANSVWII QualityCrBeda, DSB.89 and BCSI BuIldIng Component 6904 Parke East Blvd. Safety infomlatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply • . � T14596879 1405747 V08 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 S rvidy 44 Zv I O j- j CIS iijuUzUIGS, iir. yr ou oU u I D:Ip7TFLHdGdOODJoSejZpmvzKErt-sSfrV2fAc_eZOTIxI BcGf5FvJTwl8OXLDtVVKHywtOV 7-6-8 12-5-8 20-0.0 7-6-8 4-11-0 7-6-8 Scale = 1:32.4 3x4 = 2x4 11 3x4 = 13 4 14 3x4 i 10 9 8 3x4 2x4 11 5x6 = 2x4 11 Plate Offsets (X Y)-- [3.0-2-0 0-2-8] [5.0-2-0 0-2-8] (9.0-3-0 0-3-01 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.29 DEFL, in (loc) I/deft Ud Vert(LL) n/a n/a 999 PLATES GRIP MT20 244/190 TCDL 7.0 BCLL 0.0 BCDL, 10.0 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 BC 0.47 WB 0.13 Matrix-SH Vert(CT) n1a n/a 999 Horz(CT) 0.01 7 n/a n/a Weight: 69 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,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-11-0. (lb) - Max Horz 1=-81(LC 8) Max Uplift All uplift 100 lb or less at joints) 1, 7 except 9_ 119(LC 9), 8=-257(LC 13), 10= 257(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=312(LC 1), 8=362(LC 24), 10=363(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP,CHORD 1-2= 284/231, 2-3= 305/390, 3-4=-225/395, 4-5= 223/392, 5-6=-303/384, 6-7= 281/224 WEBS 6-8=-255/423, 2-10=-254/422 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., {,Cpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-6-8, Exterior(2) 7-6-8 to 11-9-7, Interior(1) 11-9-7 to 12-5-8, Exterior(2) 12-5-8 to 16-8-7, Interior(1) 16-8-7 to 19A-7 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) 1, 7 except (jt=lb) 9=119, 8=257, 10=257. 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." Walter P. Finn PE No.22839' MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/0302015 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 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, seeANSUM/f GuaBtyCifleda, DSB-89 and BCSI BuRd/ng Component 4 Parke East Blvd. 6906904ra, Parke Safety/nformationavaitable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 336•t 0 Job Truss Truss Type city Ply T14596880 1405747 V09 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.22u s May 24 2Ol a Mi r eK muusures, mc. vveu .,ul 1809:­ :3a Faye ID:Ip7TFLHdGdOODJoSejZpmvzKErt-KfDDjOgoNlmQedKBJv7VBlo4utGAtrl USXe3sjywtOU 5-6-8 14-5-8 20-0-0 5-6.8 8-11-0 5-6-8 3x4 = 3x4 = Scale=1:32.6 12 11 10 9 n 5x6 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017fTP12014 CSI. DEFL. in (loc) I/dell Ud TC 0.31 Vert(LL) n/a n/a 999 BC 0.46 Vert(CT) n/a n/a 999 WB 0.11 Horz(CT) 0.00 8 n/a n/a Matrix-R PLATES GRIP MT20 244/190 Weight: 75 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. (lb) - Max Horz 12=63(LC 9) Max Uplift All uplift 100 lb or less at joint(s)12, 8 except 10=-244(LC 9), 9— 194(LC 13), 11=-197(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12, 8 except 10=448(LC 24), 9=336(LC 24), 11=336(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-166/318, 34= 140/285, 4-5=-140/285, 5-6= 166/317 WEBS 4-10=-319/368, 6-9=-238/352, 2-11=-238/353 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., 1GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-6-8, Exterior(2) 5-6-8 to 10-0-0, Interior(1) 10-0-0 to 14-5-8, Exterior(2) 14-5-8 to 18-8-7, Interior(1) 18-8-7 to 19-10-4 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 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) 12, 8 except (jt=lb) 10=244, 9=194, 11=197. 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." Walter P. Finn PE No.22839 A1iTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE iwi-7473 rev. 101=015 BEFORE USE. ' Design valid for use only with N:rfek0 connectors. ThIs design Is based only upon parametersshown, 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 buckling Individual truss members only. Additional temporary and permanent bracing MOW building design. Bracing Indicated is to prevent of web and/or chord Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding.the ParkeEast 6904 Parke East 6904 t Blvd.fabrication, Component storage, delivery, erection and bracing of trusses and Truss systems, seeANSLapl1 CuaIBy C16edo, DSO-89 and BC57 BuIrcILV Com 0 safety informatbruvailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply T14596881 1405747 V10 Valley 1 1 Job Reference (optional) I3uuoers F-Irstsource, I ampa, viant Vlry, monaa ai000 .—......y,. , I D:Ip7TFLHdGdOODJoSejZpmvzKErt-orncwkhOBcuHFnvKscekkW KE3Gb7cJ_egBOcOWMOT 2-0-0 Ni 2.0-0 1- V a 0 3x4 2 Scale = 1:7.8 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 2 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.00 2 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=55/2-1-0, 3=5212-1-0 Max Horz 1=50(LC 9) Max Uplift 1= 29(LC 9), 3= 49(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 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 loags. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Wrovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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." Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE " Design valld for use only With MITek V connectors. This design Is based only upon parameters shown, and is for an lndMdual building component, riot a truss system. Before use, the building designer must verify the applicabalty 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 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, seeANSUIP11 AoalgyCrHado, DSB.89 and BCSI Bagding Component 6904 Parke East Blvd. Tampa, FL 33610 Safety lnfonnaHonovailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type city Ply � ` T74596882 1405747 V11 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jul 18 09:42:41 2018 Page 1 I D:lp7TFLHdGdOODJoSejZpmvzKErt-G 1 L_74h2vvO7twU W QK9zHjtOvgOKLI_nvr7AxbywtOS 4-1-8 3-10-0 _ A•O1.OJ 3-10-0 0-1-8 Scale = 1:12.8 a 0 2x4 i 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 2 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.00 2 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 14lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-8 oo pudins. 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=111/4-1-0, 4=-78/4-1-0, 5=213/4-1-0 Max Horz 1=98(LC 12) Max Uplift 1=-45(LC 12), 4= 156(LC 3), 5=-77(LC 12) Max Grav 1=111(LC 1), 5=272(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-126/267 NOTES- (6) 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; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 5 except Qt=lb) .4=156. 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." Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 rev. 101032015 BEFORE USE. Design valld for use only with MiTek© connectors. This design Is based only upon parameters shown, and Is for an Indiv;ducH building component, not a truss system. Before use, the building designer must verify the appllcabalty of design parameters and properly incorporate this design Into the overall Indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek building design. Bracing prevent of Is always required for stability and 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrlcaflon, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII GuaMy Crdeda, DSB.89 and SCSI BuOd/ng Component Tampa, FL 33610 Safety rnfonmaKon3vallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Job i Truss Truss Type Qty Ply I > ` T14596683 1405747 V12 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2u18 Mi i ex industries, utc, vveu dui 18 v9:44:41 LV 1 o rage 1 ID:lp7TFLHdGdOODJoSejZpmvzKErt-G1 L_74h2w07twU W QK9zHjtJegzOLIPnvr7AxbywtOS 6.0.0 61 8 r 6-0-0 011-'8 a 0 5 4 2x4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) WellUd TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.01 3 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.00 3 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS' 2x4 SP No.3 REACTIONS. (lb/size) 1=166/6-1-0, 4=-70/6-1.0, 5=308/6-1-0 Max Horz 1=154(LC 12) Max Uplift 1=-64(LC 12), 4=-141(LC 3), 5= 143(LC 12) Max Grav 1=166(LC 1), 5=328(LC 3) FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-202/393 Scale = 1:17.9 I6 PLATES GRIP MT20 2441190 Weight: 21 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.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 6-0-12 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 110.0 psf bottom chord live load nonconcurrent with any other live loads. 4) i' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide rhechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except at=lb) �4=141, 5=143. 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.' Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MR-EK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE Design valid for use orgy with Wilrel:a connectors. This design Is based only upon parametet 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 buckling individual truss chord members only. Additional temporary and permanent bracing MiTek" building design. Bracing Indicated Is to prevent of web and/or Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSHlpll OualBy, Ct@edq DSB-89 and BCSI BuBdlgg Component Tampa, FL 33610 Safety rnlomrallon3vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type my Fly t. T14596884 1405747 V13 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jul 18 09:42:42 2018 Page 1 I D:Ip7TFLHdGdOODJoSejZpmvzKErt-kDvMLQiggDB_V43j_1 gCpxQev4Nl4DTw8VtjT2ywtOR 2-0-0 2-5-8 2-0-0 0-5-8 r 3x4 = Scale = 1:7.8 2 3 s v a 0 2x4 i 4 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P PLATES GRIP MT20 244/190 Weight: 7 lb FT = 20% LUMBER- BRACING- TOP'CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purfins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=68/2-5-0, 3=45/2-5-0, 4=22/2-5-0 Max Horz 1=32(LC 12) Max Uplift 1=-34(LC 12), 3=-34(LC 12), 4=-2(LC 12) Max Grav 1=68(LC 1), 3=45(LC 1), 4=34(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 Exterior(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 any other live loads. 5)" This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3, 4. 7)4'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.' Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MII.7473 rev. 10103/2015 BEFORE USE. � Design valid for use only with MITeW connectors. This design Is based only upon parameters gown, and Is for on 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 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, seeAAMM11 CuaRlyCiCerla, DSB-89 and BCSI BaBdbog Component 6904 Parke East Blvd. Safety rnformalloravallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply r. ? T14596885 1405747 V 14 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 ivu r Gn ifliuubLl rGs, a ic. "GU 10 vv:Y : I ay= . I D:Ip7TFLHdGdOODJoSejZpmvzKErt-CQTkYmjl RXHr6EevYkCRM8yksUidpfY4N9cG?Uywt00 4-0-0 4-5-8 4-0-0 0-5-8 v a a 2x4 i 2x4 II 4x6 = Scale = 1:12.8 2 3 0-6-8 3-11-8 - ' 0-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc puffins. 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=117/4-5-0, 3=12/4-5-0, 4=-50/4-5-0, 5=204/4-5-0 Max Horz 1=90(LC 12) Max Uplift 1=-55(LC 12), 3=-15(LC 13), 4=-100(LC 3), 5=-78(LC 12) Max Grav 1=117(LC 1), 3=12(LC 1), 5=228(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-125/254 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 Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-0-0, Exterior(2) 4-0-0 to 4-5-azone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3); Qlable requires continuous bottom chord bearing. 4)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6).Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 5 except (t=ib) 4=100. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2018 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/032015 BEFORE USE ' Design vaild for use only with MffekV connectors. This design Is based only upon parameters shown, and Is for an Individual tiding component, hot 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 membels 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/IPil Gualffy Cflfeda, DS849 and BCSI Bu➢dIng Component East 6904 Parke East Blvd. Parke Safety lnfonnallonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Temp a, Job Truss Truss Type Qty Ply v / T14596886 1405747 V15 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Wed Jul 18 09:42:43 2018 Page 1 I D:Ip7TFLHdGdOODJoSejZpmvzKErt-CQTkYmjl RXHr6EevYkCRM8ydgUdGpf44N9cG?UywtOQ 6-0-0 6-5-8 6-0-0 011 a 0 0 2x4 4x6 = 2x4 11 Scale = 1:19.9 0-8-8 5-11-8 0-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) n/a rVa 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress incr YES WB 0.11 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 23 lb FT = 20% LUMBER - TOP -CHORD 2x4 SP No.2 BOT; CHORD 2x4 SP No.3 WEBS 2x4 SP No,3 REACTIONS. (lb/size) 1=186/6-5-0, 3=12/6-5-0, 4= 140/6-5-0, 5=373/6-5-0 Max Horz 1=147(LC 12) Max Uplift 1=-86(LC 12), 3= 15(LC 13), 4= 281(LC 3), 5=-107(LC 12) Max Grav 1=186(LC 1), 3=12(LC 1), 5=472(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-1891355 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 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; MWFRS (envelope) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 6-0-0, Extedor(2) 6-0-0 to 6-5-8 zone;C-C for ;members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3); sable requires continuous bottom chord bearing. 4)i This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6),Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) - 4=281, 5=107. 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." Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 18,2018 A WARNING. Vedly design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11.7473 rev- 10=2015 BEFORE USE. ' Design valid for use only Win MITe'.0 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, seeANSt7IPII QuatifyCrBeda, DSB-89 and SCSI BuQdhlg Component 6904 Parke East Blvd. Safety lnfamnallonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3 ° Center plate on joint unless x, y �4 offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. ohle - -I- For 4 x 2 orientation, locate plates 0-111b' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in MrTek20120 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. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. -BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Braping of Metal Plate Connected Wood Trusses, r) C O U a- O Numbering System 6-4-8 1 dimensions shown in ff-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDAETTERED 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-ESReports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 0 O U a- :2 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved Nil MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI, 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 190/.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. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior . approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with -ANSI/TPI 1 Quality Criteria.