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HomeMy WebLinkAboutTrussLumber design values are in accordance with ANSI/fPl 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: LELIA MODEL - Site Information: Customer Info: K Hovnanian Homes Project Name: WS0055 Model: Lelia -A Lot/Block: 55 Subdivision: Waterstone Address: 5213 Armina Place,. City: Fort Pierce State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, Fl- 33610-4115 I,fame Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: dlty: 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: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 33 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Seal# T19547729 T19547730 T19547731 T19547732 Truss Name Date CA 2/28/, CJ3 2/285 CJ3A 2/28/, CJ5A 2/281, 2/28/, EJ7 2/28/: HJ5 2/28/, HJ7 2/281, T01 2/28/, T02 2/28/: T03 2/28/: T04 2/28/: T05 2/28/f T06 2/28/, T07 2/28/f TOB 2/28/: T09 P/28/: T10 2/28/f T11 2/28/: T12 21281, T13 21281, T14 2/28/: No. Seal# Truss Name Date 23 T19547751 T14A 2/28/1 24 T19547752 T15 2/28/, 25 T19547753 T16 2/28/: 26 T19547754 T17 2/28P 27 T19547755 T18 2/28/, 28 T19547756 T19 2/28/, 29 T19547757 T20 2/28/f 30 T19547758 V01 2/281, 31 T19547759 V02 2/281, 32 T19547760 V03 2/28/f 33 T19547761 VO4 2/28/: r The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by'Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. 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 or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO 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 property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 0 22839 ANP :9 STATE OF •��SS+�ONA� E�Op Waiter P. Firm PE No.4PB39 MITek NSA, Inc. R Cert6634 6904 Parke East Blvd. Tampa Fl. 33610 Date. February 28,2020 Finn, Walter 1 of 1 Job Truss Truss Type r e Ory Ply T79547729 LELIA_MDDEL CAComer Jack 12 t �J.blliafiarencej.pll ... Builders First Source, Pistil City, FL - 32566, 8.240 s Feb 7 2020 MTek Industries, Inc. Fri Feb 28 09:29:31 2020 Page 1 -�. ID:JbsSUYEphcZuYrshmE3BRyhOBX-vaDYcYZHpKJ4-gbcHkSBS6PYgUgdCODPUOnuYczgewY 1-0.0 -0-0 Scale =1:6.5 20 = ST1.5x8 STP= _ Plate Offsets (KY)- 12:0-1-14,0-0-101 LOADING (psQ SPACING- 2.0-0 CSI. DEFL in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 rera n/a BCDL 10.0 Code FBC20177TPI2014 Mffirix-P Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=Mechanical Max Hom 2=34(LC 8) Max Uplift 3=-B(LC-1), 2— 83(LC 8) Max Gray 3=17(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live leads. 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-" wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 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 N012639 MITek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 AWARNWG-Vedryde gnpemmetemmdREADNOTE ONTN/SAND INCLUDED M1rEKREFERANCEPAGEMIL74l3me 10,1132015BEFOREUSE Deign valid for. only with MRekO connectorslNs design 6 based only upon parameters shown. antl Is for an IndvWual bueding Component not a toss system. Before use, the bustling designer must verify the app ootallity of design parameters and property incarcerate this deign Into the overall bustling deign. Brocing hdicated is to prevent buckling of Individual hussweb antl/or Uord members aNy. MdH wl femWroryand p menent bracing Is always requkedfar stobily, antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery, erectron and bracing of trusses and hum systems, seeANSVrPll Caalt y CmMa, DSB49 and 801 Melding Component Sab1y Nfa ma6orgvW0 o from Tuns Rate Institute. 218 N. Lee Sheet. Suite 312. Alexondrta VA 22314. M!Tek' 69M Padre East BNd. Tampa, FL W610 Job Thus Truss Type Oty Ply I , T19547730 LEDA_MODEL CJ3 Comer Jack 11 1 �Joblleferenxa(optional) A Builders First Source, Plant City, FL - 32556. 8.240 s Feb 7 2020 M1rek Industries, Inc. Fri Feb 28 09:29:31 2020 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-"DYcYOipKJ4_gbcHkSBS6PXXUerCODPuOnuYczgewY 0.0 3-0-0 1-0 0 3-0-0 2x4 = STP = scale = 1:10.8 Plate Offsets (X,Y)- (2:0-1-140-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vde11 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(L-) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 24 >999 ISO SCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a r✓a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: ll lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3-Mechanical, 2=0-8-0, 4=10echanical Max Harz 2=68(LC 12) Max Uplift 3=-49(LC 12). 2=-88(LC 8) Max Gray 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 Do pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 2-11-4 zone; cantilever left and fight exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pst 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 chard and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 2. 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 MTek USA, Inc. FL Cad 6034 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2020 0 WAIINING-Vedfydeelgnpamrnefersend BEAD NOTES ON MIS AND INCLUDED MIFEKNEFENANCE PAGE MaNn.v. 1=AI5BEFOBE USE Design volid for use onlywith MOek®connectors. This design 6 based only upon parametersshown. and Is form Individual bulding component. not ��- a toss system. Before use, Me building desIgner must verify Me applicability of design parameters antl properly incorporate this design Into the overall building desgn.&acing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Lsalways required for stob'eily and to prevent collapse with possais personal Injury and property damage. For general guWance regarding Me fabrication, garage. delNery. erection and bracing of trusses and truss systems, saeµSVIPII Qualm, Criteria, OS049 and SCSI Building Component 69M Parka East Blvd. Sots Informomonavaeable from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type , City Ply T1954T731 LELIA-MODEL CJ3A Comer Jack 1 1 Job Reference optional) Builders First Source, Plant City, FL- 32566, ADEQUATE SUPPORT REQUIRED. 2X4 = 3.0.0 3-0-0 8.240 s Feb 7 2020 MTek Industries, Inc. Fri Feb 28 09:29:32 2020 Page 1 ID:JbsSUYEphcZuYrshmE3BRyhOBX-NnmwptZvaeR czAorSzO?JyhKtLcxrSV72XS43zgewX Scale =1:10.8 Plate Offsets MY)- [1:0-0-2 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vde9 Uri PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.00 1-3 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 1-3 >999 180 SCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOR(CT) -0.00 2 rya n/a BCDL 10.0 Code FBC2017rrP12014 Matdx-P Weight: 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3--Mechanical Max Horz 1=54(LC 12) Max Uplift 1=-00(LC'12), 2— 62(LC 12) Max Grev 1=106(LC 1), 2=78(LC 1), 3=58(LC 3) FORCES. gb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directlyapplied or 3-0-0 oc puffin. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. It: Fxp, B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent 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-" 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 jolnt(s) 1, 2. 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 MTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QWARNWG- Verhydesignparamefewand READ NOTES ON TNIS AND INCLUDED MRENREPERANCEPAGEM&ZV3ay. fG OISBEFOREUSE Design valid form only with Mnek0connectors. This design Is based only upon parameters shown, and Is for on Individual bundmg component, not a tram system. Before use. Me Wrong designer must wally -the applicablllty, of design parameters and property Incoraorate this design Into the overcll balding design. Bracing Indicated b to prevent buckling of he Mdual truss web and/or chord members only.Add'ebnal temporary and permanent bracing a always requaed for stability and to prevent collapse with poseble personal Injury and property damage. For general guidance regarding me fabtcafii storage, delivery. erection and bracing of busses and truss systems, seeAN91/IPII GuaW CMMa, OBB49 and eat Building Component Satisfy Infermptbnovalloble from Truss Plate Institute, 218 N. Lee street, SAO 312. Nexondda. VA 22314. MOW 69M Parka East BNd. Tampa, FL 33610 Job Tnae Truss Type Oly Ply T19547732 LELNLMODEL CJ5 Comer Jack 9 1 A Job Reference o tional Builders First Source, Plant City, FL - 32566, 2x4 = STI.SxB STP = 6.240 s Feb 7 2020 MTek Industries, Inc. Fri Feb 26 09:29:32 2020 Page 1 ID:JbsSUYEphcZuMhmE3BRyhOBX.NnmwptZvaeR=zAorSz07JyebuyOxrSY72XS43zgewX Scalp =1:15.8 Plate Offsets (X Y)— T2:0-1-14 0-0-101 LOADING (Par) SPACING- 2-0-0 CSI. OEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 24 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n(a BCDL 10.0 Code FBC20177FPI2014 Matrix-P Weight: 171b FT=20% LUMBER - TOP CHORD 2x4 SO No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-95(LC 12), 2=-93(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) - Max CompJMa t. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directlyapplied or 5-M oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15N; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-114 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-64) tall by 2-04) 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 1001b uplift at joint(s) 3, 2. 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 NTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2020 O WARNWG-Ved/ydegnperameM..d REAONOTES ON TN/SANO INCLUDED MREKREFERANCEPAGEAI)47 .. 1G,A2fa15SEFOREUSE Design void for use only with Meek® connectors. MI; design Is loosed only upon parameters shown, and Is for an Indvdual building component not a hues system. Before use, the building designer must verity the applicability of design Cameleer and property Incorporate Ina design Into me overall building design. Brocmg Indicated Is to prevent buckling of Individual truss web and/or chord members only.. Add'Alanal temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardkg Me fabrication. storage, delivery, erection and bracing of trusses and huss systems. seeANSUmill Quell Milli DS549 and SCSI Sulding Component Safety INormatbnava6oble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandra, VA 22314. 6904 Palle East Blvd. Tampa, FL W610 , Job Truss Truss Type � Oty Ply T79547733 LEUA_MODEL CJ5A Comer Jack 1 1 LbReference, A (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 09:29:33 2020 Page 1 ID:JbsSUYEphaZuYTshmE3BRyhOBX-rz101 Da%LyaoD7l_P9000(Vo1 IljgliiMiG7cVzgewW 5-0-0 5-0-0 A ADEQUATE SUPPORT REQUIRED. 2x4 = s-ag s-ag Scale = 1:14.9 Plate Offsets (KY)-- 11:0-0-2,Edgel LOADING (PSO SPACING- 2-" CSI. DEFL in (too) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.03 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.07 13 >863 180 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-P Weight: 16lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=91(LC 12) Max Uplift 1=-51(LC 12), 2=-105(LC 12) Max Gmv 1=180(LC l), 2=132(LC 1), 3=98(LC 3) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or5-" oc puffins. SOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exy B; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-12 to 3-0-12, Interar(l) 3-0-12 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 tress to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 2=105. 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 Cent 66U 699E Parke East Bind. Tampa FL 33610 Date: February 28,2020 QWANNING- VedlydeelSnperemetereend READ NOTES ON THIS AND INCLUDEDMNEKREFERANCE PAGE M4-74"re, MUMIS BEFORE USE Deegn valid for we only wire MTekhl connectors. This design is based only upon parameters shown, and B for an indirvldual building component not a Muss system. Before use, me bW ding designer must verify the clemicabilty, of design parameters antl properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of lndNlduol truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always reguked for stability and to prevent collapse Win possible personal injury and property damage. For general guidance regarding me fobdcalion. storage, delN9ry, creation antl bracing of trusses and Muss systems WeANSVWII Quality Criteria, DSB49 and SC31 Balding Component 6904 Parke East Blvd. SaM1fy Woenatbrmoloble homiruss %ofe Imnfute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Thus Truss Type , Oty Ply T19547734 LELIA_MODEL EJ7 Jack -Open 19 1 I Job Reference o tional Builders First Source, Plant City, FL- 32566, 8.240 aFeb '7 2020 MiTek Industries, Inc. Fri Feb 28 09:29:34 2020 Page 1 ID:JbsSUYEphcZuYrshmE3BRyhOBX-J9ugEZb96FifrHJByl7u4k1WWlb2PIyraMOz9xzgOwV -t-0-0 7-0-0 t-0.0 I 74a0 3W = ST1.5xe STP = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.11 2-4 >741 240 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 2-4 >431 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/rP12014 Mold) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=140(LC 12) Max Uplift 3=120(LC 12), 2= 106(LC 12) Max Gmv 3=159(LC 1), 2=324(LC 1).4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:19.8 PLATES GRIP MT20 244/190 Weight: 231b FT=20% Structural wood sheathing directly applied or 6-0-0 oc pur ins. Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Fxtedor(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=120, 2=106. 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 NoMM MTek USA, Inc. FL Cert6634 9904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Job Truss Truss Type aly Ply T19547735 LELIA_MODEL HJS Roof Special Girder 1 1 • Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 26 09:29:34 2020 Page 1 ID:JbsSUVEphcZuVTshmE3BRyhOBXJ9ugEZb96RfrHJBy17u4k1 xDiaPPISmMOZ9xzgewV 2.4 II 3 4 Scale=1:17.1 6-9-fi 3-8 LOADING lost) SPACING- 2-0-0 CS1. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 VerffUQ -0.09 2-6 >910 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.19 2-6 >438 180 BCLL 0.0 ' Rep Stress [nor NO W B 0.03 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 26 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=1-5-0, 6=0-5-5 Max Hom 2=116(LC 22) Max Uplift 2=-116(LC 4), 6=-100(LC 8) Max Gent 2=301(LC 1), 6=243(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTP11. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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-M 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 (j1=11b) 2=116, 6=100. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 Ib down and 85 Ib up at 1-5-12. 77 Ib down and 85111 up at 1-5-12, and 29 Ib down and 43 Ib up at 4-3-11, and 29 lb down and 43111 up at 4.3-11 on top chord, and 1111 down at 1-5-12, 1111 down at 1-5-12, and 18 lb down at 4-3-11, and 18111 down at 4-3-11 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Rai Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 54, 3-4=-14, 2-5=-20 Concentrated Loads (Ib) Vert: 7=44(F=22, B=22) Walter P. Finn PE No22839 MTek USA, Ina FL Carl6634 6804 Parke East Blvd. Tampa FL 33810 Data: February 28,2020 ,&WARNING-111hy Eesfgn perametersend READNOTES ON TN/SANDINCLUDEDMREKNEFERANCEPAGEM1474T V. IM1132015DEFORE USE Design valid for use only with Mliede connectors. This tleslgn Is based oNy upon parameters shown, and Is for on individual bullding 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 tleslgn. Bracing Indicated is to prevent buckling of Individual hum 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 coinage, For general guidance regarding the fabrication. Moiage, delivery, erection and bracing of trusses and truss systems. seeA189n'tl Quality Criteria. DS349 and SCSI Building Component 69M Parke East Bind. Safety Infoanutbrpvallabie from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandtio, VA 22314. Temps. FL 33610 Job Truss Truss Type Oty Ply T19547736 LELIA_MODEL HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 09:29:36 2020 Page 1 0to 2x4 = 5 3x4 = 5-8-1 4-0-05 LOADING (psf) SPACING- 2-M CSI. DEFL. in (roc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.29 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.38 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO We 0.27 Horz(CT) 0.01 5 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 40 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Harz 2=151(LC 4) Max Uplift 4=-87(LC 4), 2=-176(LC 4), 5=-118(LC 8) Max Gmv 4=104(LC 1). 2=445(LC 1), 5=310(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-714/243 BOT CHORD 2-7=-308/652, 6-7=-308/652 WEBS 3-6=-713/337. 3-7=0/290 NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=158; Cat. II; Exp B; Encl., GCpi=0,18; MWFRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except jt=11p) 2=176, 5=118. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 Ib down and 85 Ib up at 1-4-15. 80 It, down and 85 lb up at 1-4-15, 29 lb down and 43 lb up at 4-2-15, 29lb down and 43lb up at 4-2-15, and 55 lb down and 100 He up at 7-0-14, and 55 lb down and 100 lb up at 7-0-14 on top chord, and 1 It, down at 1-4-15, 1 lb down at 1-4-15, 18lb down at 4-2-15, 18lb down at 4-2-15, and 38 to down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(5) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 _„Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=-36(F=-18, B=-18) Walter P. Finn PE No22839 MiTek USA, Inc. FL Cedfi634 8904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNING- yerDydealpnparamerersand READ NOTES ON MIS AND INCLUDED MREKNEFERANCEPAGEMP74M rev. IDW2015 BEFOREU5E Deslgn vplld for use only with Mirek® connectors. This design Is based only upon parameters shown and Is for an Individual building component, not ��- a has system. Before use, the bulltling designar must verify the applacbelty of design parameters and properly Incorporate this design Into the overall bulltling design.aacing Indicated 4 to prevent bucWhg of naval tausswelp and/or chard members only. Additional temporary and permanent bracing M!Tek* Is always required for stabilry end to prevent collapse wth pomble personal Injury and property damage, For general guidance regording the fabrication, storage, delivery, erectlon and bracing of trusses antl Muss systems, seeANSU1PIt Quality Cdtbb, DSB49 and BCM Building Component Safety Informationavallable from Truss Plate Institute. 218 N. We Sheet. Suite 312. Alexandria. VA 22314. 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type OtY Ply T19547737 LELIA_MODEL T01 Hip Girder 1 1 �Jcbfl.ference • (optional) Builders First Source, Plant City, FL- 32566, 8.240 a Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 09:29:37 2020 Page 1 r ID:JbsSUYEphaZuYTshmE3BRyhOBX.kkapsbd10A4Eil2le7ZbiNfMNvWoc3vHGKEDIGzgewS 7-0.0 11-8-0 18-8.0 79 7.0.0 41H 7-0-0 1.0-0 Sea = 14 15 5x6 = Scale = 1:32.3 Io M7(48 3x4 = ST1.5x8 STP = 3x6 = 7.0.0 11-B-0 16-8.0 7-0-0 I 4.8.0 i 7-n-n l Plate Offsets (X,Y)- [1:0-6-2,0-0-4] [2:0-M 0-2-0] [3:0-3-0 0-2d], f4:0-6-2 0-Odl 17:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. OEFL. In (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.13 7-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.21 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.24 Horz(CT) 0.07 4 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 75 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 2-3: 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'REACTIONS. (size) 1=Mechanical, 4=0-8-0 Max Holz 1=62(LC 32) Max Uplift 1=-526(LC 8).4=558(LC 9) Max Grav 1=1308(LC 1). 4=1358(LC 1) FORCES. (III) - Max. CompJMax. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 1-2= 2844/1139, 2-3- 2550/1113, 3-4=-2855/1154 BOT CHORD 1-7=-1014/2567, 6-7=-1009/2537, 4-6- 993/2577 WEBS 2-7=86/638, 3-6=-73/635 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 pat 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 girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at )oint(s) except QI=lb) 1=526, 4=558. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 125 lb up at 7-0-0, 1051b down and 125 lb up at 9-0-12, and 105 Ib down and 125 lb up at 9-7-4, and 180 Ib down and 215 lb up at 11-8-0 on top chord, and 340 Ib down and 146 lb up at 7-0-0, 81 Its down at 9-0-12, and 81 lb down at 9-7-4, and 340 lb down and 146 lb up at 11-7-4 on bottom chord. The designYselection 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 14 Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-16=-54, 4-16- 14, 4-5=-54, 8-11=-20 Walter P. Finn PE No22839 MRek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2020 Q WARNING -Verity design peramefers end READ NOTES ON TUSAND/NCLUDED MIT SKREFERANCEPAGEMLL]473mv. 1a4mg:mI5BEF0REUSE Design valid for use only with Nudist)) connectors, This design b based only upon parameters shown, and Is for on individual building component, not ��- a hum system. Before use, the buiding 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 IndMtlual hum web and/or chord members only. AddlHonal 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 buss systems. seeAN5BIP11 OUO127 Criteria. D36419 and BCSI Building Component 69M Parke East Blvd. Safety Infennaf navolloble from Lust Plate Irutitute. 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job sTruss Type OryPlyT19547737 �Tol LELIA_MODEL Hip Girder 1 1 ♦ Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 a Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 09:29:37 2020 Page 2 I D:JbsSUYEphcZuYTshmE3BRyhOBX-kkapsbdl OA4Eil21e?ZbiN1MNvW oc3vHGKEDIGzgewS LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-133(F)7=-340(F)6=-340(F) 2o-105(F) 14=-105(F) 15=-105(F) 17=-58(F) 18=-58(F) Q WARNING-VedfydeslgnparametemmdREADNOMS ON MIS AND WCLUDEDMITEKREFERANCEPAGEMM1y<TJrev. 10MMOI5BEFOREUSE. Design valld for use only with Mgek® connectors. This design is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, me bulltling designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated a to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. delivery. erection and bracing of busses and ims, systems. WOAN5VTP11 Quality CdfeM, DS349 and SCSI Suldli Component Safety Informaf onovolloble from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Welk' 69N Parke East Blvd. Tampa, FL 33610 Job Truss TrussType Oty Ply T79547738 LELIA MODEL T02 Jack -Open Girder 1 1 Job Reference (optional) Builders First Source, Plant Oily, FL - 32566. 8.240 s Feb 7 2020 MiTek Industries, Inc. Fit Feb 28 09:29:37 2020 Page 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-kkapsbd1 OA4Ei12le?ZbiNlPgvZXcSdHGKEDIGzgewS 20 II 3 3x4= u�� 2x4 II ST1.5x8 STP= Scale=1:20.3 6-0-1.2 1-11-0 Plate Offsets(X,Y)— f1:0-4-5,0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.18 1-5 >430 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.30 1-5 >264 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Hom(CT) 0.00 n1a n1a BCDL 10.0 Code FBC2017lTP12014 Matdx-SH Weight: 34 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-04) oc pudins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Harz 1=122(LC 23) Max Uplift 1=-279(LC 8), 4=-535(LC 8) Max Grav 1=764(LC 1), 4=1253(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; E)p 8; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=279, 4=535. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 50lb up at 1-1-1. and 160 lb dawn and 71 lb up at 3-1-1, and 1288 lb down and 546 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 54, i-0=-20 Concentrated Loads (lb) Vert: 5=1288(F) 6=-86(F) 7=-160(F) Walter P. Finn PE No12639 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Data: February 28,2020 Job Truss Truss Type City Ply T19547739 LELIA_MODEL T03 Roof Special Girder 1 1 ^ Job Reference (optional) Builders First Source, Plant City, FL-32566. 4x10 MT20HS= 8.240 s Feb 7 2020 ID:JbsSUYEphcZuYTshmE3BRyh01 21d 16 4-13 10 8-0 2 9-0 2 2, 1 3-s-0 353 I 2-0-0 l - 04-0 4x6 II 5.8 = 2x4 11 5x3 = 7 Inc. Fri Feb 28 09:29:39 2020 Paget Scale = 1:57.1 ST1.5xS SIP= 14 13 12 11 ST1.51,8 STP= 3x12 MT20HS exit = 3x6 11 11 MT20HS= 6xB = y,S 21d 700 11-1144 154-13 188-0 20.80 21-0 30-0-0 attnd asu i asa z-0 041019-0O aao Plate Offsets KY)- 12:0-3-00-1-81.13:0-6-00-1-121 f6:0-4-80-2-12] 19:0-3-10-1-81112:0-7-0Od-8] 113:0.4-40-1-81 LOADING (p l) SPACING- 2-0-0 CSI. DEFL. in (loc) Ndefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Vert(L-) 0.34 12-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.5712-13 >620 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Hou(CT) 0.11 9 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 1691b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 6-7,7-10: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-11: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 1Row at midpt 4-14 Max Hom 2=-69(LC 32) Max Uplift 2=-1022(LC 8), 9=-657(LC 9) Max Gmv 2=2497(LC 1), 9=1847(LC 1) FORCES. (Ib) - Max. CompufMax. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3=-5624/2280, 3-4=-5182/2170, 4-5=-6193/2510, 5-6=-6193/2510, 67=-3682/1412, 7-8=-3715/1419, 8-9=-3946/1457 BOTCHORD 2-14_ 2069/5095, 13-14=-2829/6998, 12-13=-2829/6998, 11-12=-2024/5291, 9-11=-1285/3565 WEBS 3-14=-558/1708,6-12=-551/1285,6-11=-3012/1290,4-12=-11321674, 7-11=-1003/2642, 4-13=-403/1367, 444= 2113/888 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL--3.Opsh h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat 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 100lb uplift at joint(s) except Qt=lb) 2=1022, 9=657. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145111 down and 1251b up at 7-0-0, and 145 Ib down and 125lb up at 9-0-12, and 1451b down and 125 Ib up at 11-0-12 on top chord, and 340 lb down and 146 lb up at 7-0-0, 81 Ib down at 9-0-12, and 81 It, down at 11-0-12, and 12331b down and 555 lb up at 11-7-4 on bottom chord. The desigrdselection 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 Walter P. Finn PE No.22839 MTek USA, Inc. FL Ced 6634 6904 Padre East Blvd. Tampa FL 33610 Date: February 28,2020 QWARNING-Verrrytlealgnpammerersend READ NOTES ON MIS AND INCLUDED MIF£KREFERANCEPAGEMINZ:Ine. 10111,2015SEFORE USE Design valid for use only with Mirekfa connectors. This design is based only upon parameters shown, and is for an IndMtlual building component, not ��- a truss system. Before use. the building designer must verity the appllcablllN of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of lndNidual truss web and/or chord members only. Atltlitlonol temporary and permanent bracing M!Tek' Is always inquired 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 weAN5171P11 Quality Creedal. DSB49 and ICSI Building Component 69M Pahe East BNB. Sabty mformationovallable from Truss Pldte Institute, 218 N. Lee Street, Suite 312. Alexonddo, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T19547739 LELIA_MODEL T03 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 6.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 09:29:39 2020 Page 2 ID:JbsSUYEphcZuYTshmE3BRyhOBX-g7hZHHtlwoKtoQC8IOb3nolokjHK4pUakejKg9zgewO LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 13=-54, 3-6=-54, 6-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 3=105(F) 14=340(F) 15=-105(F) 16=-105(F) 17=-58(F) 18=58(F) 19=-1233(F) Q WARNING. Vadlydesignpemmah send READNOTES ON 7N/SANDMCLUDEDMR KREFERANCEPAGEM/74"ma. IMU3aOISBEFOREUSE Design volid for use only with MOek® connectors. This design Is based only upon parameters shown and Is for on individual building component, not a huss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wrh possible personal Injury and properly damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of humes and hum systems seeANSVWII Quality Chub. DSB49 and SCSI Building Component Safety Infoonationd loble from Truss Rate Institute. 218 N. Lee Sheet, Suite 312, Alexondro, VA 22314, 69N Parka East Blvd. Tampa, FL M610 Job Truss Truss Type Oty Ply T19547740 LELIA_MODEL T04 Roof Special 1 1 Job Reference (optional) ewlaers rust source, Plant Lary, FL- 3Eb55, 8.240 s Feb 7 2020 MTek Industries, Inc. FA Feb 28 09:29:40 2020 Page 1 ID:JbsSUYEpheZuYTshmE3BRyhOBX-8JFxVdhvh5SoZCnKJ761J7H7V7YxpP_kzlTtMbzgewP 21d 40-0 5&11 aD0 15-2-0 20a0 21 0 24-7-6 3040 1-LO 52-0 560 3-3-651410 0_Lo Scale =1:55.0 5x8 = 5.00 12 15 2x4 II 5.8 = 17 ST1.5x8 STP = 12 11 10 ST1.5x8 STP = 3.6 = 3x4 = Sxe = 3x4 = 3x6 = f- 9-0-0 75.2.0 20-6-0 27-4-p 30.4-0 r &0.0 6-2-0 5-6-0 -8- 9.0.0 Plate Offsets (X Y)— [2:0-0-10 Edgel [4:0-5-12 0-2-81 16:0-5-12 0-2-81 [7:M-O 0-0-0] [B:0-0-10 Edgel [11:0-4-00-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Ved(LL) -0.17 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Veff(CT) -0.38 2-12 >948 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Hom(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 144 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 84-8-0 Max Horz 2=-67(LC 17) ' Max Uplift 2=-388(LC 8), 8=-388(LC 9) Max Grav 2=1170(LC 1), 8=1170(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-7-8 cc bracing. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2221/1269, 3-4=1995/1149, 4-5=-2192/1324, 5-6=-2192/1324, 6-7=-1995/1149, 7-8=-2221/1269 BOT CHORD 2-12=-1059/1990, 11-12— 862/1814, 10-11=-878/1814, 8-10=-1075/1990 WEBS 4-12=-91/378,4-11=-303/542, 5-11=-380/326, 6-11=-303/542, 6-10=-91/377 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsh h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-6, Intedor(1) 2-0-6 to 9-M, Exterior(2) 9-0-0 to 12-0-6, Interior(1) 12-0-6 to 21-4-0, Exterior(2) 21-0-0 to 24-4-6. Interior(1) 24-4-6 to 31-4-0 zone; cantilever left and light exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joints) except (jt=lb) 2=388, 8=388. 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 No22839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNING - Verify design parameters and HEAD NOTES ON THIS AND INCLUDED MNEK REFERANCE PAGE MII-7473 rev. 1010342075 BEFORE USE. Design valid for use ody with MTek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not �'- a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucdding of Individual truss web and/or chord members only, Additional temporary and permanent bracing MlTek' is always requlred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobkotion, storage, delivery, orecilm and bracing of muses and truss systems. WeANSVIPII Quallty Cil DSB49 and BCSI Building Component 69M Parke East Blvd. Safety mformatlonavallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply T19547741 LELIA_MODEL T05 Hip 1 1 Job Reference (optional) emlaers rmal bounce, F•lant Dlty, 1-1--32566, 8.240a Feb 72020 MiTek Industries, Inc. Fri Feb 2809.29.412020 Pagel ID:JbsSUYEphcZuYTsh=E3BRyhOBX.cVpKiygYSPafBMMXtrdxsDg9NWxJYtitByCOul zgew0 -2--00 - I 3aa0 1-00 2 6.6-5 71.0.0I a2-0 45s11665 4.0110 54 4x6 = 3e4 = 4x6 = 4 5 Scale = 1:54.8 3x6 = 13 12 = 10 a ST1.5x8 STP bx6 = ST1.5xe STP = 2x4 II 3xe = 3x0 = 2x4 11 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC20177rP12014 REACTIONS. (size) 1=0-8-0, 7=0-8-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TC 0.55 Vert(LL) -0.15 10-12 >999 240 MT20 244/190 BC 0.70 Verl -0.3610-12 >999 180 WB 0.26 Horz(CT) 0.09 7 r✓a n/a Matfix-SH Weight: 147111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc pudins. BOT CHORD Rigid ceiling directly applied ors-4-15 oc bracing. Max Herz 1=-87(LC 17) Max Uplift 1=-326(LC 12), 7=-366(LC 9) Max Grant 1=1096(LC 1). 7=1171(LC 1) FORCES. (Ib) - Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2277/1298, 2-3=-1829/1110, 3-4=-1650/1080, 4-5=-1648/1090, 5-6=.1826/1120, 6-7=-2262/1300 BOT CHORD 1-13=-1093/2024, 12-13=-1093/2024, 10-12=-893/1755, 9-10=-1099/2009, 7-9=-1099/2009 WEBS 2-12=461/354, 3-12=-251/486,4-12=-267/177, 4-10=-269/183,5-10=-235/484, 6-10=446/343 NOTES- (7) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 3-4-6, Interior(1) 3-4-6 to 11-0-0, Exterior(2) 11-0-0 to 15-2-0, Interior(1) 15-2-0 to 19-4-0, Extedor(2) 19-4-0 to 23-9-11, Interior(1) 23-9-11 to 31-4-0 zone; cantilever left and fight exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 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 1001b uplift at joints) except (jt=lb) 1=326, 7=366. 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.12839 MiTek USA, Inc. FL Cad 9634 6904 Parke East Bind. Tampa FL 33610 Date: February 28,2020 Q WARNING- Verhydmignparamelereand READ NOTES ON TNISANU INCLUDED MITEKREFERANCEPAGEMLL7473mv. 10032015BEFORE USE. Design valid for use only win MIreA® connectors. This design Is bored only upon parameters shown, and is for an IndNidual budding component not a truss system. Before use, the bul c Ing designer must verify Me appllcobllity of daslgn parameters and properly Incorporate thls design Into the overall budding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addiilonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldonceregarding Me fabdcation, storage, delivery, erection antl bracing of trusses and muss systems, seeMSI/IPII CuNEy Offend, D3349 and BC51 Bulderp Component 6904 Parke East Blvd. Safety Nlormotbrnvoiloble from Truss Plate Institute, 218 N. Lee Street Sulte 312 Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Ply T19547742 LELIA_MODEL T06 Hip 1 1 Job Reference (optional) nuuaels NMI source, rlent oily, l'L- JZJEb, tl.241il S teD / zuzu MI I eK InGU61neS, Inc. Fn Fe0 215 UU 29:4'2 2UZU rage 1 5x8 = 4x6 3 4 Scale=1:54.8 3x6 = 12 11 9 a ST1.5x8 STP 3x6 = = ST1.SxB STP = 2.4 11 3x4 = 3x8 = 2x4 11 3x6 = 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/rP12014 CSI. TC 0.72 BC 0.78 WB 0.47 Matdx-SH DEFL. in Veff(LL) -0.13 Vert(CT) -0.27 Hom(CT) 0.09 (too) I/dell Ud 9-11 >999 240 1-12 >999 180 6 Ida Na PLATES GRIP MT20 244/190 Weight: 147 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 I TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Horz 1— 100(LC 17) Max Uplift 1=-343(LC 12). 6=-379(LC 13) Max Grav 1=1096(LC 1), 6=1171(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 2235/1237, 2-3=-1651/1024, 3-4=-1470/1013, 4-5=-1651/1032, 5-6=-2223/1241 BOT CHORD 1-12=-1026/1980, 11-12=-1026/1980, 9-11=-680/1470, 8-9=-1035/1967, 6-8=-1035/1967 WEBS 2-12=0/292,2-11=-610/406, 3-11=-173/390,4-9=-186/390, 5-9=-596/396, 5-8=0/290 NOTES- n) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-4-0 to 3-4-6, Interior(1) 3-4-6 to 13-0-0, Extertor(2) 13-0-0 to 21-7-8, Interior(1) 21-7-8 to 31-4-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 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 fora 10.0 pal bottom chord live load nonconcunent 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 to uplift at joints) except ()t=lb) 1=343, 6=379. 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.' Waiter P. Finn PE No.22839 MDek USA, Inc. FL Cart6634 69U Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNING- Vadrydestgnpannisersand READNOTESON TNISAND/NCLUDEDMREKREFERANCEPAGEMIN4md v. 10NY20MB£FOREUSE Design valid for use only with MDekg connectors. This design B based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing indicated a to prevent tutoring of individual muss web and/or chord members only, Additional temporary and permanent bracing M!Tek' is always re 09d for stability and to prevent coiiopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, WeANSUTPI I Quality CMnb. DSM9 and BCSI Sulli Component 6904 Parke East Blvd. Safety Informationavollobie from Truss Plate Institute. 218 N. Lee Sheet Suite 312 Alexontlrlo, VA 22314, Tampa, FL M610 Job Truss Truss Type Ory Ply T19547743 LELIA_MODEL T07 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, - 8.240 s Feb 7 2020 MiTek Industries, Inc. Fd Feb 28 09:29:43 2020 Page 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-Zux47elo OgNOgVv_Gg?xevOpKZbOfEAfGhXzwzgewM lsso e-9-0 I 15-0-0 16r2A 21510 3ed-0 31.4-0, r e98 62-10 a &2-10 8-eE 1-0U r 62O Scale=1:53.8 STl.5x6 STP = 3x6 = 4x6 = 5.00 12 _,M.. 02-0 2.4 II ST1.5x8 STP = 3.6 = la Plate Offsets (XY)-- 11:0-3-0 Edgel V:0-3-0 Edgel r10:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. OEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.19 1-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.38 1-11 >931 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.77 Horz(CT) 0.09 7 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 136 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-114(LC 17) Max Uplift 1=-359(LC 12), 7= 395(LC 13) Max Grav 1=1096(LC 1),7=1171(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2179/1138, 2-4=-1482/890, 4-6=-1481/878, 6-7=-2170/1120 BOT CHORD 1-11=-902/1922, 10-11=-902/1922, 9-10=-914/1912, 7-9=-914/1912 WEBS 2-11=01338, 2-10=-742/478, 6-10=-731/473, 6-9=0/337, 4-10— 412/812 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid calling directly applied or 53-9 cc bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-4-0 to 3-4-6, Interior(1) 3-4-6 to 15-2-0, Exarior(2) 15-2-0 to 19-5-8, Interior(1) 19-5-8 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pet 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 loint(s) except Qt=lb) 1=359, 7=395. 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 N022839 MTak USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33010 Date: February 28,2020 QWARN/NG-Verlfydesignpammetersand NEAP NOTES ON TNISANPINCLUP£PMREKREFERANCEPAGEMa-74Mmt, 10M34015BEFORE USE. Design valid for use only with MBeM connectors. IDls design Is based only upon parameters shown and Is for on Intlivxlual building component not a truss system. Before use, me building designer must verify the appllcablllty of design parameters and properly Incorporate this design Into the overall bustling design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bmcing Welk' Is olways required for stabllity and to prevent collapse with possible personal Injury and property damage. For generol guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems. sooANSWIl Quality CMr rb. OS849 and ICSI Buldhp Component 69" Parke East Blvd. Safety mfonnat enctwoiloble from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314, Tamp., FL 33610 Job Truss Truss Type Oty Ply T19547744 LELIA_MODEL T08 Roof Special 1 1 Job Reference (optional) builders First Source, Flant City, FL- 3256E, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 09:29:44 2020 Page 1 ID:JbsSUYEphaZuYrshmE3BRyh0BX-14VSKJOIKyE2g46YzBEUrSemkzY14eJWR5VMzgewL t1-0.0 5.0.0 Y-a-d 5-0-0 I 0 2--2-8I 19.10-0 7-36-0. 7-7-8 2I438I126 ASB 5-0 -0. 13 ST1.5x8 STP = 3x6 = ST1.Sxa STP= 3x6 II 15 ,. 4x12 = 3x6 - Us = 6.6 = 5.6 = 2x4 O 5-0-0 9-8-0 16-3-11 23-47 22 13 35.0-0 s-o.1 >.att I as.a I Scale=1:64.8 ST1.5xE STP = axe = Plate Offsets(XY)- [3:0-10-40-2-121 [72:0-3-00-3-0] LOADING (psQ SPACING- 2-0-0 Car. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.15 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.27 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.04 9 file file BCDL 10.0 Code FBC2017/TPI2014 Matill Weight: 17l lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-6-0, 9=0-8-0 Max Horz 2=-107(LC 13) Max Uplift 2= 302(LC 1). 16112). 9113) Max Gray 2=78(LC 12), 16=1912(LC 1), 9=1074(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-628/1308, 34=-836/502, 4-5=-924/569, 5-6=-1364/793, 6-8=1517/863, B-9=-2079/1018 BOT CHORD 2-16_ 1142/660, 15-16=-1264/729, 13-15=-599/1253, 12-13=400/1068, 11-12=-847/1731, 9-11=-836/1839 WEBS 3-16=-1783/1003, 3-15=-1197/2320, 4-15=446/310, 5-15=-598/372, 6-13=-105/308, 6-12=-242/535, 8-12=-539/417, 8-11=0/304 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst II=15ff; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 5-0-0, Extedor(2) 5-0-0 to 8-6-0, Intedor(1) 8-6-0 to 19-10-0, Ederior(2) 19-10-0 to 234-0, Interior(1) 234-0 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 pat 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 Is[] by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=302, 16=639, 9=374. 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 MTek USA, Inc. FL Ced6634 6804 Padre East Blvd. Tampa FL 33610 Data: February 28,2020 Q WARNING -Verity tles/gn Wramakroand Rail NOTES ON TFUSANDINCLUDEDM/fEKBEFMANCEPAGEMIN4>3rey. iGvDaa015BEFORE USE Design volld for use only Win M1106 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 oppllccbYlty 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. seeANSUIPIt Cuoitiv CdtoM, DSBd9 and SCSI Welding Component 69N Parke East Blvd. Safety Informalbnovalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22 14, Tampa, FL 33610 Job Truss Truss Type Oly Ply T19547745 LEUA_MODEL T09 Roof Special 1 1 �..!,R.ference (optional) Builders First Source, Plant City, FL-. 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 09:29:45 2020 Page 1 Scale = 1:64.8 46 = ax4 _ ST1.5xe STP= 5.8 = 3x4 = 5x6 = 2x4 \\ 3x6 = 3x6 // 5.0-0 7-0-U 11-&0 1fi-3-11 19-10-0 23-4-5 29-&12 35.0.0 5.0-0 2-0-0 4-8-0 4-7-1f 3-6-5 3-6-5 6-5-7 5T Plate Offsets (X Y)— [2:0-1-2,Edge], [3:0-3-00-2-4] [8:0-3-0Edge] rl l:O-M,O-M] [13:0-2-4 0-3-0] LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.15 11-12 >999 240 MT20 2,14/190 TCDL 7.0 Lumber COL 1.25 BC 0.62 Vert(CT) -0.2811-12 >999 180 BCLL 0.0 ' Rep Stress [nor YES W B 0.61 Horz(CT) 0.05 8 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Mali%SH Weight: 1701b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.t BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0, 6=0-8-0 Max Hors 2=107(LC 12) Max Uplift 2=-245(LC 24), 14=-589(LC 12). 8=-382(LC 13) Max Grav 2=45(LC 13), 14=1807(LC 1), 8=1103(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=600/1240, 3-4=-1435/887, 4-5=-1453/853, 5-7=-1590/916, 7-8=-2145/1067 BOT CHORD 2-14=1071/647, 12-13=-702/1435, 11-12=-453/1137, 10-11=691/1792, 8-10=-881/1899 WEBS 3-14=-1985/1142, 4-13=-769/487, 5-12_ 122/326, 4-12=303/247, 5-11=-234/540, 7-11=-535/410, 7-10=0/298,3-13=-818/1602 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-6-0. Intedor(1) 264) to 7-". Exterior(2) 7-0-0 to 10-", Interior(1) 10-6-0 to 19-10-0, Exterior(2) 19-10-0 to 23-4-0, Interior(1) 23-4-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.01 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except Qt=lb) 2=245, 14=589, 8=382. 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.' Waller P. Finn PE No22839 MTek USA Inc. FL Carl 6614 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNING -Vedlydeslgnpammetersand READ NOTES ON TN/SAND/NCLUDEDMREKREFERANCEPAGEMIP74nmx 1OVAO015BEFORE USE Design valid for use only with M9ek® connectors. This design Is based only upon parameters shown. and a for an Individual bundling 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 hord members only. Additional temporary and permanent bracing a always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance recording the MiTek' fabrtcatlon. storage, delivery, erection and bracing of trusses and huge systems, seeANSVrpll Quality Criteria. DSB49 and IICSI Building Component 69M Parka East Blvd. Safety mrormalk novallable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T79547746 LELIA—MODEL T10. Roof Special 1 1 ' Job Reference (optional) Builders First Source, Plant City, FL - 32566, B.240 B Feb 7 2020 MI I ek Induslnes, Inc. Fe Feb 25 09:29AU 2020 Yage 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-zTdDlgkhHxCyH7EUfODiZGXxvXcPDOYcLDwBaFzgOWJ 1-0.0 5-5-0 9.00 73-8.0 1940.0 2fi-0-0 �7-1-7 35-00 36-0u 1-0�5-5-0 3.7.0 4-8-0 6.2.0 8.2-0 7-1-2 7-10-14 -0- Scale = 1:64.8 46 = 3x4 = ST1.6x8 STP= 5x8 = 3x6 = 3x4 = 5x6 = 2x4 \\ 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Ved(LL) -0.15 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Von(CT)-0.2612-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 176 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structure[ wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 16=0-8-0 Max Harz 2=107(LC 12) Max Uplift 2=-225(LC 24), 9=380(LC 13), 16— 602(LC 12) Max Gray 2=50(LC 13), 9=1101(LC 1), 16=1788(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-555/1102, 34=-668/431, 4-5— 575/430, 5-6=-1460/895, 6-8=-1602/963, 8-9=-2095/1036 BOT CHORD 2-16=-950/575, 15-16=621/391, 13-15=-670/1396, 12-13=440/1120, 11-12=-820/1682, 9-11=-832/1837 WEBS 3-15=-686/1402, 6-12=316/608, 8-12=496/396, 8-11=-18/333, 6-13=-201/408, 5-13=-252/265, 5-15=-1071/615, 3-16=-1704/997 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6.0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 12-6-0, Interior(1) 12-6-0 to 19-10-0, Exterior(2) 19-10-0 to 234-0, Interior(1) 234-0 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=225, 9=380, 16=602. 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. Firm PE No.12939 MITek USA, Inc. FL Cad 6634 8904 Parke East Blvd. Tampa FL 33010 Date: February 28,2020 AWANNING-VedlydestgnparamerMlaendRaDNOTESONTN/BAND/NCLUOEOMREKNEFEBANCEPAGEMIP74)3mv 1o=s015BEF0BEUSE Design valid for use only with MOekle connectors. This design Is based only upon parameters shown, and Is for an IntlNidual bullding component, not a hues system. Before use, the buading designer must verity the applicability of design parameters and properly Incorporate this design Into me overall buading design. Brocing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary, and permanent bracing MOW prevent Is always required for stablllly and to prevent collapse with possible personal Injury and property damage, For general guldanca regarding the fabrication. storage, delivery. erection and bracing of pusses and truss systems, seeANSI/IPI1 Quality Cmnb, DS3419 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Infoenatbrnvoictole from Truss Plate Insfifute, 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314, Job Truss Truss Type Oy' Ply T19547747 LELIA_MODEL Tll Roof Special 1 1 ' Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 0912020 Page 1 Scale=1:64.8 4x6 = 3x4 = ST1.5xe STP= 3z6 = 3x8 = 5.6 = 20 \\ 3x6 = 3x6 // 3x4 = 5-0-0 11-0-0 15-8-0 23-4-5 29-4-11 35u" 5-0-0 1 fi-0-0 4.8.0 7.8.5 1 6-0-6 5-7-5 Plate Offsets KY)- 14:0-5-12 0-2-81 19:0-0-10,Edae] [12:0-3-0 0-3-0] LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (Joe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(L-) -0.17 12-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.3312-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.44 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 1811b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. REACTIONS. (size) 2=0-8-0, 16=0-8-0, 9--0-8-0 Max Horz 2=-107(LC 13) Max Uplift 2=-195(LC 24). 16=-578(LC 12). 9=-383(LC 13) Max Grav 2=34(LC 13), 1611). 9=1112(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-538/1034, 3-0=990/628, 4-5=-1385/891, 5-6=-1569/1051, 6-8=-1636/994, 8-9=-2119/1065 'BOT CHORD 2-16=-881/558, 13-15=-362/848, 12-13=-461/1137, 11-12=-844/1712, 9-11=-857/1860 WEBS 3-16=-1806/1090, 3-15=-440/977,4-15=-411/258, 4-13=-4131768, 5-13=-822/618, 6-13=-368/552, 6-12=-317/626, 8-12= 493/401, 8-11=-19/316 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0 to 14-6-0, Intenor(1) 14-6-0 to 19-10-0, Exterior(2) 19-10-0 to 23.4-0, Interior(1) 23-4-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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 nonconcument 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 SCDL= 10.01 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 2=195, 16=578, 9=383. 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 Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2020 QWARNING-Wrtly Cesignparameters.d READ NOTES ON TNISANDtNCLUDEDMT7EKREFERANCEPAGEM674nmv. IOVU,2015SEFOFE USE Design volW for use onlywith MOekeD connectors. This design is based only upon parameters shown, and is for on Individual building component, not ��- a truss system. Before use, the bulldIng designer must verity the applicability of design parameters and properly Incorporate this design Into the overall buraing design. Bracing Indicated is to prevent bucking of Individual tans web and/or chord members only.Motional temporary and permanent bracing M1T1ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage. delivery, erection antl bracing of trusses and truss systems, seeANSVWII CoalMMyy CmMda, DSB49 and BCSI Building Component 69041 East Blvd. Safely brformatbrpeallable from Truss Plate Institule. 219 N. Lee Street Suite 312, Alexandre. VA 22314. Tampa, FL U610 Job Tess Truss Type Ory Ply T19547748 LEUA_MODEL T12 Roof Special 1 1 ' Job Reference (optional) Builders First Source, Plant City, FL-32566, B24U S Feb 7 2U2U MI I ex Industries, me. Fn Feb ZB U9:2UAN ZUZU Page 1 Scale - 1:64.8 46 = 4x12 = 4x6 = 6 3x4 = ST1.5x8 STP= 3x5 = 3x0 = 3x4 = fi = 2.4 \\ 316 = 3,06 // 5-0-0. 13-D-0 17-B-0 23-4-5 2MI 35-0-0 5-0.D &0.0 4.8.0 1 5-8-5 6-0.6 1 5-7-5 Plate Offsets (X Y)- 12:0-0-14 Eddel 19:0-0-10 Edge] 112:0-3-0 0-3-01 LOADING (psQ SPACING- 2-" C51. DEFL in (loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Verl -0.11 14-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Ved(CT) -0.23 14-16 >999 180 BCLL 0.0 - Rep Stress Incr YES We 0.75 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrfx-SH Weight: 1861b FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 5-7-7 oc bracing. REACTIONS. (size) 2=0.84), 16=0-8-0, 9=0-8-0 _ - Max Hoa 2=107(LC 12) Max Uplift 2=-146(LC 24), 16=-531(LC 12), 9=.388(LC 13) Max Grey 2=17(LC 23), 16=1623(LC 1), 9=1128(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/863, 3-4---1184/740, 4-5=-1036/732, 5-6=-1476/1006, 6-8=-1670M020, 8-9=-2165/1097 BOT CHORD 2-16=-715/480, 14-16=-287/551, 13-14=-591/1336, 12-13=-492/1179, 11-12=877/1746, 9-11=-888/1902 WEBS 3-16=-1900/1126,3-14=-181/562, 5-14=-471/285, 5-13=-020/360, 6-13=-365/540, 6-12=-321/602,8-12=-496/400,8-11— 17/337 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=42psY BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6.0, Intedor(1) 2-6-0 to 13-0-0, Exterior(2) 13-" to 16-6-0. Interior(1) 16-" to 19-10-0, Exterior(2) 19-10-0 to 23-4-0, Interior(1) 23-4-0 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This cross has been designed for a 10.0 psf bottom chord live load nonconcunent 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, with BCDL= IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 01=11a) 2=146, 16=531, 9=388. 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 TP11 as referenced by the building code.' Walter P. Finn PE No23839 fdTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WABNNG-Ved&des/gnpar4mehmand BEAD NOTES ON TN/SANDINCLUDED MREKBEFERANCEPAGEM674Mmre 10DUA015BEFOBEUSE Design vaad for use only with MTeW connectors, this design Is based only upon parameters shown. and 5 for an Individual bustling component not ��- a tr us system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Sipping indicated Is to prevent budding of individual truss web and/or chord members only. Additlonal temporary and permanent bracer; M!Tek' Is always requsedfor stoically and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fcbrkatbn. storage. delivery. erection and bracing of Musses and huss systems, seeANSI/IPI7 Quality Cattail DS549 and 6CSI Building Component 69M Paris East Blvd, Safety Informatbnwoiloble Mom Truss Plate institute, 218 N. Lee Sheet. Suite 312, Alexandria VA 22314 Tampa, FL 33610 Job Truss Thus Type ON Ply T19547749 LELIA_MODEL T13 Roof Special 1 1 Job Reference (optional) builders rlrst bounce, vim Uny, I-L- 3Zbbb, b.29e s red I Zulu mu elf Inauslnea, Inc. rn reo ZO ueXa:4e Zulu rage i ID:JbsSUYEphaZuYTshmE3BRyhOBX-N21LOimZZsbXBbz3LW nPBv9TyleROT131 BBrBazgewG 20-00 1-0-0 ]-0-11 16-00 19.6-0 19.1 -0 2T-]-6 a6-o-a 36-0-0 fit ]-4-n I ]-]s 4-e-9 0- - ]-]-e ]<-1d 1-M 0-2 0 Scale=1:64.8 a 0 ST1.Sxe STP = 3x4 = 5.00 12 Sx8 = 4x6 = 5 26 27 6 16 14 13 11 2x4 II 4x6 = 3x4 = 3x = 4x6 = 2x4 11 ST1.5x8 STP = 3x4 = n e 30 16 LOADING (pat) 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 0.83 Sc 0.81 We 0.32 Matrix-MSH DEFL. in (loc) Well L/d Vert(LL) -0.18 13-14 >999 240 Vert(CT) -0.39 14-16 >999 180 Hou(CT) 0.13 9 rita We PLATES GRIP MT20 2441190 Weight: 1731b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 8-13 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Ho¢ 2=106(LC 12) Max Uplift 2=-432(LC 12), 9=-432(LC 13) Max Grav 2=1349(LC 1).9=1349(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2799/1490, 3-5=-2015/1162, 5-6=1788/1157, 6-8=-2016/1162, e-9=-2798/1490 BOT CHORD 2-16=-1258/2545, 14-16=-1258/2545, 13-14=-785/1788, 11-13=-1279/2545, 9-11=-1279/2545 WEBS 3-16=0/326, 3-14=-829/514, 5-14=-155/463, 8-11=0/326, 6-13=-177/464, 8.13=.828/514 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15N; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 15-0-0, Extehor(2) 15-0-0 to 18-6-0, Interior(1) 18-6-0 to 20-0-0, Exterior(2) 20-" to 23-6-0, Interior(1) 23-6-0 to 36-0-0 zone; cantilever left and night exposed: end vertical left and night exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live'load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except Qt=lb) 2=432, 9=432. 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 No22839 MTek USA, Inc. FL Cart6834 6904Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QWARNING-Verify des/gn parameters and READ NOTES ON MIS AND INCLUDED MIFEK REFERANCE PAGEM674W rev. 10/0.Y1015 BEFORE USE Design valid for use only with MgekO connectors. This tleslgn Is based only upon parameters shown. and Is for an Individual building component, not a fist system. Before use. the building designer must verity me opplicobllity of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing indicated is to buckling Individual huts web and/or chord members only, Additlonol temporary and permanent bracing M!Tek' prevent of is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSURII QualBv Criteria. DSSA9 and 11CS1 auSdbp Component 6904 Perks East Blvd. Safep Informntbnavaflable from Truss Rate Inst i 218 N. We Sheet. Suite 312, Alexontln¢ VA225314. Tampa, FL 33610 Job Truss Ory Ply T19547750 LELIA_MODEL T14 �Truss`rype Hip 1 1 �JobRefemnce(optionaft Builders First Source, Plard City, FL- 32566. 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 09:29:50 2020 Page 1 ID:JbsSUYEphaZuYTshmE3BRyhOBX-rEsjbl nBKAINmIYFuElej6ij09*9rHCGmPjOzgewF 1840 1 ' 1410 9&A13 i 623-t1o3 1740 40 28I 28-26-1013 5 2-34 4 84436a3 613 1 aso Scala = 1:64.8 5.00 r12 b 678 3x4 = 341 = 3x4 = U.M. Ob-0 Plate Offsets (X,Y)— [2:0-3-0,Edne], [6:0-3-0,0-2-4], [8:0-3-0,0-2-0], [12:0-3-0,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Ved(LL) -0.21 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Ved(CT) -0.4216-18 >991 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.62 Hoa(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 171 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc pur ins. BOT CHORD Rigid ceiling directly applied or 5-4-3 oc bracing. Max Hoe 2=-120(LC 13) Max Uplift 2=-447(LC 12), 12=-447(LC 13) Max Grav 2=1342(LC 1), 12=1342(LC 1) FORCES. (Ib) - Max. Comps./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2664/1396, 3-5=-2431/1305, 5-6=-1696/1036, 6-7=-1512/991, 7-8=-1512/991, 8-9— 1696/1036,9-11=2431/1305,11-12=-2664/1396 BOT CHORD 2-1 8=-1 185/2396, 16-18=-900/1926, 14-16=-907/1926, 12-14=-1192/2396 WEBS 3-18=-298/276, 5-18=-160/493, 5-16>599/449, 9-16=599/449, 9-14=-160/493, 11-14=-298/276, 7-16=-533/99B NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exia B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 25-0, Intedor(1) 2-6-0 to 17-0-0, Exterior(2) 17-0-0 to 22-8-3, Interior(i) 22-8-3 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces A MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCD = 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=447, 12=447. 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 Cedfi634 0904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 ,&WARNING-Vedlydeslgnparenusersand READ NOTES ON THIS ANDINCLUDEDNREKREFERANCEPAGENII-74737ev. 10VPoN2015 BEFORE USE. Design valid for use only with Miter connectors. This design is based only upon parameters shown, and Is for an Individual building component not ��- a truss system. Before use. Me belong designer must verify the appllcoblllty of all 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 far stability and to prevent collapse will possible personal Injury and property damage. For general guidance regarding the fobrlcatlon, storage, delivery, erection and bracing of trusses and truss systems. seeANSV19I Quo' Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd.Safety m/ormotbMvollable from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexantlrb. VA 22 14. Tampa, FL 33610 Job Truss Truss Type City Ply T19547751 LELIA_MODEL T14A Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Feb 7 2020 MiTek Industnes, Inc. Fn rage 1 4x6 = 5.00 12 4x6 = 6 7 3x6 = 3x4 = 5x6 = 2x4 II 2x4 11 4x10 MT20HS= 3x6 = Seale=1:66.0 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.58 BC 0.00 We 0.92 Matrix-SH OEFL. in (too) Well L/d Ven(LL) -0.23 18 >999 240 Ven(CT) -0.45 19-20 >925 180 Horz(CT) 0.19 12 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 2091b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 ec puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 2=0-8-0 Max Harz 2=120(LC 12) Max Uplift 12=-447(LC 13), 2=-447(LC 12) Max Grav 12=1342(LC 1), 2=1342(LC 1) FORCES. (lb) -Max CompJMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-2704/1428, 3-5=-2509/1347, 5-6=-2365/1312, 6-7=-2145/1271, 7-B=-2341/1346, 8-10=-2988/1599, 10-11=-2507/1353,11-12= 2664/1383 BOT CHORD 12-14=-117612378, 17-18=-858/2140, 16-17=-1229/2711, 2-21 =- 122812436, 20-21=-959/2034 WEBS 5-21=-146/351, 6-18=-359/741, 8-16=-3201749, 5-20=-608/369, 18-20=-1011/2144. 10-14=-499/315, 14-16>1143/2396, 10-16=-128/408, 7-17=-482/814, 8-17=-983/640 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; Cat. II; Exp B; Encl.. GCpi=0.I S; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-0-0, Exterior(2) 17-0-0 to 22-11-6, intedor(1) 22-11-6 to 36-0-0 zone; cantilever left and Fight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 8t between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except Qt=lb) 12=447, 2=447. 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 ND 22839 MiTek USA, Inc. FL Cad 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 OWARNING-Vedlydeslgnpammetersand READ NOTES ON TH4SANDINCLUUEDMWEKHEFEHANCEPAGEMIF74nmm lWAslide BEFORE USE Design valid for use only with MBek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss Whom. Before use. the bulieing designer must verify the applicablliry, of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek' B always recut ed for stability and to prevent collapse vM possible personal Injury and property damage. For general guidance regarding the fobrication, storage, delivery. erection and bracing of trusses and truss systems. seeAN9UIP11 CualMy CMedo, DSB-59 and BC31 Building Component 6904 Perko East Blvd. safety informtdbnavailable from Truss Plate Institute. 218 N. Ise Street, Suite 312. Alexantlrb, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19547752 LELIA MODEL T15 Hip 10 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566. 8.240 s Feb 72020 MiTek Industries, Inc. Fri Feb 28 09:29:53 202U Page 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-GpYsD3g4d55ydCGgaMrLUKDkMz_MCteyp63KLzgewO IBee 1D0 &1J 12-313 1]UO 1]di1 12d3 2890.13 350-0 86-00, r1D0 o-1a 1 sz-10 4aa 4ea I o-zna sta too osa Scale =1:62.4 4x6 = 5.00 rt2 3x6 = 3x4 = 3.6 = 3X8 = 3x6 = 3x4 = 3x6 = 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 ]nor YES Code FBC2017/TP12014Matrix-Sri CSI. TO 0.46 BC 0.90 WB 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d -0.21 14-16 >999 240 -0.41 14-16 >995 180 0.12 10 rl/a n/a PLATES GRIP MT20 2441190 Weight: 1721b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-3 no purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-9 on bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 , Max Holz 2=123(LC 16) Max Uplift 2=-451(LC 12), 10=-451(LC 13) Max Grav 2=1342(LC 1), 10=1342(LC 1) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2662/1353, 3-5=-2431/1258, 5-6=-1694/993, 6-7=-1694/993, 7-9=2431/1258, 9-10=-2662/1353 BOT CHORD 2-16=-1126/2395, 14-16=-840/1928, 12-14=-857/1928, 10-12=1143/2395 WEBS 3-16=-296/274, 5-16=-158/492, 5-14=-607/426,7-14=-607/426, 7-12=-158/492, 9.12= 296/274, 6-14=-525/1014 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterki -1-0-0 to 2-6-0. Interior(1) 2-6-0 to 17-6-0, Extedor(2) 17-6-0 to 21-0-0, Imerior(1) 21-0-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcument 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 1001b uplift at joint(s) except (jt=lb) 2=451, lD=451. 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 N0328M NTek USA Inc. FL Carl 6634 6004 Parke East Blvd. Tampa FL 33810 Date: February 28,2020 O WARNING- Verity design paremefersand READ NOTES ON THASANDINCLUDEOMREKREFERANCEGAGEW7473.w laVeI015BEFOREUSE Design valid for use onlywlth Mgek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a buss system. Before use, me building designer mustve4p the applicability of design poiometersand properly Iawlporote mis design Into the overall building design. Bracing Indicated is to buckling of lndMduol truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always requiked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me ng Component fobrlcatlor% storage, delNery, erection and bracing of husses and truss systems, seeANSUIPl1 Quality Criteria, DSB-69 and SCSI Building Parke East Blvd. East0 Safety Infoenationavalloble from Truss Rate Insniule. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tem a, FL P Job Truss Type Cry Ply T79547753 LELIA-MODEL �Tnwas T16 Hip 1 1 Job Reference (optional) ommers nrsl courts, tram Iny,"-az000, a.cru s ruu I.. inn art."i a. mu. r rays TshvwE3BRyhOBx-k75ERPgiOPDpFMr174Mauy&I8mLz5kSoBTscsnzgewB Scale = 1:64.8 5.00 F12 5xB = 46 = 5 6 n' 0 3.6 = 2x4 II 4x6 = 3x4 = 3x8 = 46 = 2x4 II 3x6 = LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (lot) Well Ud PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.80 Vert(LL) -0.17 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.3714-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Hom(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 173 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directlyapplied or 5-1-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 3-14, 8-13 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Hom 2=106(LC 16) Max Uplift 2=433(LC 12), 9=-433(LC 13) Max Grav 2=1342(LC 1), 9=1342(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2686/1491, 3-5=-1940/1177, 5-6=-1719/1175, 6-8=-1941/1177, 8-9=-2686/1491 BOTCHORD 2-16=-1270/2398, 14-16=-1270/2398, 13-14=808/1718, 11-13=-1273/2398, 9-11— 1273/2398 WEBS 3-16=0/327, 3-14=-751/502,5-14=-151/441, 6-13=-178/442, B-13=-751/502, 8-11=0/327 . NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6.0, Intedor(1) 2-6-0 to 15-0-0, Exterior(2) 15-0-0 to 24-11-6, Interior(1) 24-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and night exposed;C-C for members and forces B 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 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=433, 9=433. 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 No32339 Iii USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33010 Date: February 28,2020 Q WARNING- Varllydesl9a parametenand READ NOTES ON THIS AND INCLUDED MREKREFERANCEPAGEMII-74M rev. idDl2ins BEFORE USE Design valid for use any wh Miter contractors. This design Is based only upon parameters shi and k for on Individual building component, not a Muss system. Before use, me building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucl ing of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' IS always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, section and bracing of trusses and truss systems, seeANSVIPII Quo'N Create. DSB49 and BCSI building Component 69N Parke East Blvd. Safety Informationavallobie from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexontltla, VA 22 14. Tampa, FL 3361 D Job Truss Type Oty Ply T79547754 LEUA1v100EL �Truss T17 Hip 1 1 �JobReferenco(opi ' builders First bounce, Ham uty, FL- 3e506, 6.24U s Fep / ZUZU MI I ex industries, Inc. rn red ea Ua:1=0 euzu d 5s8 = 5x6 = SO= 4 518 19 6 20 316 = aft II 3x6 = 3x8 = axi = 3.6 = 2x4 II 3x6 = Scale: 3116-=1' LOADING (psQ 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 Mar YES Code FBC2017/rP12014 CSI. TC 0.79 BC 0.84 We 0.43 Matrix-SH OEFL. Vert(LL) Vert(CT) Horz(CT) in (roc) VdeN Ud -0.24 12-13 >999 240 -0.5212-13 >798 160 0.13 8 Wa n1a PLATES GRIP MT20 244/190 Weight: 173 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=93(LC 16) _ Max Uplift 2=416(LC 12), 8=-416(LC 13) Max Grsv 2=1342(LC 1), 8=1342(LC 1) FORCES. (lb) -Max CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2640/1494, 34=-2094/1273, 4-5=-1884/1239, 5-6=-1884/1239, 6-7=-2094/1273, 7-8=-2640/1494 BOT CHORD 2-15=-1262/2349, 13-15=-1262/2349, 12-13=-991/1989, 10-12=-1267/2349, 8-10=-1267/2349 WEBS 3-15=0/252,3-13=-563/414,4-13=-277/557, 5-13=-293/193, 5-12=-293/193, 6-12=-277/557,7-12=-563/414,7-10=0/252 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15N; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-010 2-6-0, Interior(1) 2-6-0 to 13-0-0, Extedor(2) 13-M to 17-11-6. Intedon(1) 17-11-6 to 22-0-0, ExleOor(2) 22-M to 26-11-6, Interior(1) 26-11-6 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and tomes & 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 nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=416, 8=416. 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.' Waller P. Firm PE No22819 6hTekUSA, Ina FL Cott 6634 6904 Patke East BNB Temps FL 33810 Bate: February 28,2020 O WANNwG-Verily deslgnpemmanera an4NEAO NOTES ON TNISAND INCLUOEOMm KREPERANCEPAGEMp74Tbrer. 101%340150EF0NE USE O vgn valid for use only with MRek® connectors. Pia design is based any upon parameters shown, and Is for an hdMdual buadeg component, not a huss system. Before use, the bulldhg designer must verify the appllcablllty of design parameters and property Incorp xote this design Into me overall butdmg design&acing Indicated is to prevent budding of lntlNiduol truss web and/or chord members only. Additional temporary and pemlanent bracing MiTek' Is always rectified for stabllty and to prevent collapse with possible personal Injury and property damage. For general guldonceregardng the fabrication. storage. delivery, erecilm and bracing of trusses and truss systems, seeANSVIPtl CuaOv Cmnb, DSB49 and BC31 Mining Cemponmf 69U Parke East Blvd. Safety trm dOrmo6ovoiloble from Truss Rate Institute, 218 N. Lee Street, Sulfa 312, Alexontlrio. VA 22 14, Tampa. FL 33610 Job Truss Thus Type Oty Ply T19547755 LELIA_MODEL T18 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Feb 7 2020 Inc. Fri Feb 28 09:29:56 2020 Page 1 Scale: 3116'=1' s tines Sx8 — Bile 11 Sx8 = 4 19 5 20 6 3x6 = 20 II 3x6 = 3x6 = 3x4 = 2x4 II 3x6 = 3.4 = 3x6 = fi-fi-5 11-0-0 17-6.0 24-0.0 28-5-11 36-0-0 6-6-5 4.5.11 6.6.0 6.6.0 4.5-H 6-6-5 Plate Offsets (Y Y)-- [2.0-3-0 Edgel [4:0-5-12 0-2-81 [6:0-5-12 0-2-81 [8:0-3-0 Edne] LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) -0.20 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Ved(CT) -0.3813-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Hom(CT) 0.13 8 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 1741b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 ors puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,8=0-8-0 Max Ho¢ 2=-80(LC 13) Max Uplift 2=-432(LC 8), 8=-432(LC 9) Max Grav 2=1342(LC 1), 8=1342(LC 1) FORCES. (lb) -Max. CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2681/1540,3-4=-2249/1367, 4-5=-2410/1511, 5-6=-2410/1511, 6-7=-2249/1367, 7-8=2681/1540 BOT CHORD 2-16=1313/2391, 15-16=-1313/2391, 13-15— 1030/2037, 11-13=-1034/2037, 10-11=-1318/2391, 8-10— 1318/2391 WEBS 3-15=-430/335,4-15=-142/369,4-13=302/574, 5-13=-401/356, 6-13=-302/574, 6-11=-142/369, 7-11=-430/335 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0 to 15-11-6, Interior(1) 15-11-6 to 24-0-0, Exterior(2) 24-0-0 to 28-11-6, Interior(1) 28-11-6 to 36-0-0 zone; cantilever left and tight exposed; end vertical left and right egiosed;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 pending. 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 1001b uplift at joint(s) except Qt=lb) 2=432, 8=432. 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 N012939 NTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 AIVARNING-VeUtydaegoperametetsandREADNOTES ONTN/SANDINCLUDED MREKNEFEAANCEPAGEMLL747Jrev.IOU12D1SSEFOHEUSE Design valid for use only with M6ek® connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component, not a trues system. Before use, the building designer must verify the applicability, of design parameters and properly Incorporate this design Into the overall builtling design. Bracing Indicated is to prevent buckling of lntlMduai truss web and/or chord members any. Additional temporary and permanent bracing Welk' a always requited for stability and to prevent collapse with possible personal Injury and property coinage. For general guidance regarding the fcbricatlon. storage, dalvery, erection and bracing of Cristo, trusses and truss systems, seeANSUIPn Quality Crku , DS649 and SCSI Building Component Parke East Blvd. East B Safety Informatbmvalloble from Truss Plote Mshlute, 218 N. Lee Street Suite 312, Alexond0a VA 22314.33610 Tempe, Job Tnus Truss Type Ory Ply T79547756 LELIA_MODEL T19 Hip 1 1 ' Job Reference (options[) Builders First Source, Plan City, FL - 32566, 8.240 s Feb 7 2020 MTek Industries, Inc. Fri Feb 28 09:29:57 2020 Page 1 ID:JbsSUYEphcZuYrshmE3BRyhOBX-8wN3RtahKbO6pabpOwHVbUoXzKK127EtR4HT6zgew8 1 I 3.4.22 2.84 29-0-0 1I0. S&3-3-5 I 1020 23&-33.55 I 53&.80.01 3fi-0.0 8. Scale: 3/16'=1- 4xfi = cmrl'. 3x4 = 4x6 = 3x4 = 46 = 3x6 = 3x8 = 4x6 = 3x4 = 4x6 = &a = 3.6 = &0-0 77-fi-0 2fi-0-0 35-0-0 9-0-0 8.6-0 8 S 9-110 Plate Offsets (XY)- [2:0-0-10 Edge] [6:0-3-0 Edge] [10:0-0-10 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (hoc) PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.24 14 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.4714-16 LI/deflUd] BCLL 0.0 ' Rep Stress [nor YES WB 0.49 Horz(CT) 0.14 10 BCDL 10.0 Code FBC20177rP12014 Matrix-SH Weight: 164 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. REACTIONS. (size) 2--"-0, 10=0-8=0 Max Hofz 2=-67(LC 13) Max Uplift 2=-455(LC 8). 1D=-455(LC 9) Max Grav 2=1342(LC 1). 10=1342(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1585, 3-4= 2418/1435, 4-5=-2219/1375, 5-7=-2828/1675, 7-8=-2219/1375, 8-9=-2418/1435, 9-10=-2646/1585 BOT CHORD 2-16=-1359/2377, 14-16=-1460/2743, 12-14=-1464/2743, 10-12=-1363/2377 WEBS 3-16=-230/295,4-16=-411[781,5-16=-7721507, 7-12=-772/507, 8-12=-4111781, 9-12=-230/295 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extefior(2)-1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-M, Exterior(2) 9-" to 13-11-6, Interior(1) 13-11-6 to 26-0-0. Extenor(2) 26-M to 30-11-6, Interior(1) 30-11-6 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 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 fora 10.0 psf bottom chord live load nonconcument 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=455, to-=455. 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 No12839 Wrek USA, Inc. FL Cert 6SU 6904 Parke East Bind. Tampa FL 33810 Dale: February 28,2020 Q WARNING- Vmny desfenParamefenend FNs O NOTES ON TH/SAND INCLUDED MREKREFENANCEPAGEN6ZM.J . NWY1015BEFONEUSE Design valid for use only with Mile& connector. Thd design h based only upon parameters shown. and Is for an Individual building component not ��- a toss system. Before use, Toe building designer must verity the appllooblllty, of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of lndMdual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' 6 always required for stability and to prevent collopse wtth possible personal injury and property damage, For general guidance regarding foe fabrication. storage, delivery, erection ore bracing of hums and hum systems seeANSV Pil Quality Creedal. DS349 mind e1=31 BWtlkp Component Vi Parke East Blvd. Safety Wonnafbnovcllable from Truss Plate Irutltute, 216 N. Ise Sheet, Suite 312. Alexondria, VA 22314. Tampa, FL 33610 Job Thus Truss Type Ory Ply T19547757 LELIA_MODEL T20 HIP GIRDER 1 2 Job Reference (optional) ounue,a n,m w , r, u,u Vup rl- Jc=eo, o,z u 5 rev r zum ran e6 mousmes, inc. rn rev Za ue:Ju:uu Lulu rage 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-Z9TVhSvT_FmHJAUKT-7D6MTBDNN7gZPJXJRzgew5 11-0.0 7-0.0 14-0-9 20-11-7 28.0.0 35-0-0 36.0.0 . Y-Ptl 7-PO 1 7-0.9 I G71 3 7-0.9 1 74}0 Ir-0-O Scale: 3116'-1' 5.00 r72 5x8 2z4 II 3x6 = 3x4 = Sx8 = La L/ "r La Ltl Ju 41 JC JJ 11" Ja 3x6 = 2x4 11 4ne = Sx8 = 3x6 = 4x6 = 2x4 II 34 = f- 7-0-0 14-0-9 20.11-7 28-0-0 3&0.0 7.nn I 741.o alnto I Plate Offsets (X,Y)- 13:0-5-12,0-2-8),(7:0-5-12,0-2-B1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.37 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.6512-13 >637 180 BCLL 0.0 Rep Stress [nor NO WB 0.59 Hou(CT) 0.14 8 n/a r/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight: 314 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Except' 3-5,5-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=-53(LC 32) Max Uplift 2- 1045(LC 4), 8= 1073(LC 5) Max Gmv 2=2608(LC 1). 8=2625(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc puffins. BOT CHORD Rigid ceiling directly applied or7-6-14 oc bracing. FORCES. IN) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5798/2319, 3-0=-8055/3359, 4-6=-8054/3359, 6-7=-8064/3379, 7-8=-5840/2386 BOT CHORD 2-15=-2045/5235, 13-15=-2048/5264, 12-13=-3274/8064, 10-12=-2119/5302, 8-10=-211 W5274 WEBS 3-15=-69/702, 3-13=-1308/3117,4-13=-820/597, 6-12=-825/589, 7-12=-1263/3071, 7-10=-691703 NOTES- (10) 1) 2-ply truss to be connected together with 1Old (0.131'x3') nails as follows: Top chards connected as follows: 2x4 -1 row at 0-9-0 Co. Bottom chords connected as follows: 2x4 -1 row, at 0-9-0 do. 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 or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); Cantilever left and tight exposed ; end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL--1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 last 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 chard in all areas where a rectangle 3-" 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 beading plate capable of withstanding 100 It, uplift at joint(s) except Qt=lb) 2=1045, 8=1073. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2020 O WARNING. VerltydeslgnpararnNsrsand READN0M0n THISANO INCLUDED MWEKREFERANCERAGEMIL747Jm. I&V312015B£FOREUSE. Design valid for use only with MOe& connectors. This design to based only upon parameters shown. and 1s for an Individual building component, not a truss system. Before use, the buedIng designer must verify the applicability of design parameters and properly Incorporate mLs design Into me overall building design Bracing Indicated a to prevent buciring of individual truss web and/or chord members only. Addfllonal temporary and pe0nanent bracing MTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general gWdanoe regarding the fabrication. storage, delivery. erection antl bracing of nusses and toss systems, seeANSVTPII Qu Cd orki. DSB49 and IICSI Building Component 69N Potts East BNd. Safety Infemmlbmvalm Tr able frouss Rate InsMute, 218 N. Lee Street Suite 312, Alexandria. VA 2214. Tampa, FL 33610 Job Truss Thus Type 011' Pty T79547757 LELIA_MODEL T20 HIP GIRDER 1 2 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 09:30:00 2020 Page 2 ID•JbsSUYEphcZuYTshvwE3BRyhOBX-Z9TVh5vT FzzzHJAUKT_7DGMTB07VN7gZPJx3RzgewS NOTES- (10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)124 Ile down and 125 Ib up at 7-0-0. 105 lb down and 125 Ib up at 9-0-12, 105 Ile down and 125 Ile up at 11-0-12, 105 Ile down and 125 lb up at 13-0-12, 105 Ile down and 125 lb up at 15-0-12, 105 lb down and 125 He up at 17-0-12, 105 lb down and 125 Ile up at 17-114. 105 lb down and 125 Ile up at 19-11-4, 105 He down and 125 Re up at 21-114, 105 lb down and 125 lb up at 23-11-4, and 105 lb down and 125 lb up at 25-11-4, and 180 lb down and 215 Ile up at 28-0-0 on top chard, and 340 Ib dawn and 146 Ib up at 7-M, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 Ib down at 17-0-12, 81 Ile down at 17-114, 81 lb down at 19-114, 81 lb down at 21-114, 81 Ib down at 23-114, and 81 lb down at 25-114, and 340 lb down and 146 lb up at 27-114 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 suitabilityand 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, 3-7=-54, 7-9=-54, 2-11 -20 Concentrated Loads (Ib) Vert: 3=-105(B) 7=-133(B) 15=-340(B) 1D=-340(B) 16=-105(B) 17=-105(B) 18=-105(B) 19=-105(B) 2D=-l05(B) 21=-105(B) 22_ 105(B) 23=-105(B) 24=-105(B) 25=-105(B) 26=-58(B) 27=-58(B) 28= 58(B) 29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34=-58(B) 35=-58(B) Q WANNWG-Verify CealSnparametenendRE DNOTES ON TNISANOINCLUOEOM?£KN£FENANCEPAGEM 7] .v. fprpYlp1SBUONE USE. Design valid for use only with MBeWS connectors. This design Is based only upon parameters shown and is for an BrdMdual buflding component. not �'- a truss system. Before use, Me Wrong designer must verity the applicability of design parameters and property incorporate thls design Into me overall building design. Bracing indicoted is to prevent bucking of individual truss web ondfor chord members only. Additional temporary and permanent bracing MiTek' Is olwoys required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. delNery. erection and bracing of trusses and ft.systems. seeANSVIPrt QuaOy Cderb, GSBL9 and SCSI Suldbig Component 69N Perxe East BMd. Safety triformalbnavollable from Thus Plate Institute, 218 N. We Street, Suite 312 Alexandilm VA 22314. Tampa, FL M610 Job Truss City Ply T79547758 LELIA MODEL Vol �Tnugs­Type Valley 1 1 Jab Reference (optional) uti mrst Source, VIM i i - 32566, Y 0 B.Z4U 5 i / ZUZU MI I eK Industries, Inc. F n i Za U9:3U:Ul ZVZU rage 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-1 Ml wow5lY5gaRuN22_DgRfb_woEzego32Uctzgew4 2x4 i 2x4 II LOADING (Pat) SPACING- 2-0-0 CS'_ DEFL in (roc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a - n/a 999 TCDL 7.0 LumberDOL If5 BC 0.26 Vert(CT) Na- Ida 999 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 3 n/a rJa BCDL 10.0 Code FBC20177TPI2014 Matnz-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD GOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-5-9, 3=4-5-9 Max Horz 1=78(LC 9) Max Uplift 1=-46(LC 12), 3=-59(LC 12)' Max Grav 1=134(LC 1), 3=134(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. 2 3 Scale=1:12.2 PLATES GRIP MT20 244/190 Weight: 15 to FT=20% Structural wood sheathing directly applied or 4-6-3 no pudins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsF h=15ft; Cat. 11; E)P B; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-4-7 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 MISS to bearing plate capable of withstanding 1001b 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 No22839 MTek USA, Inc. FL Cad 68U 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 O WABNWG-Verlrydeslgn perametersend BEAD NOTES ON THMANOINCLUOEOMREKBEFEBANCEPAGEMX74Mmr 101132015BEFOBE USE Design void for use only with Mirada connectors. this design Is based only upon parameters shown, and is for on Individual building Component, not ��' a muss system. Before rag. the building designer must verify the applicability of design parameters and properly Incorporate the design Into the overall bu0ding design. Bracing Indicate! is to prevent buckling of Individual muss web and/or chord members orty. 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 fobrccadn, storage, delivery. erection antl bracing of musses and tress systems. seeANSVTPII Quality CriteM, DS549 and 1101 Wtdhg Component 6904 Parke East Bird. Safely Intennalbrxlvoaoble mom Time Rote InsfiNte. 218 N. Lea Street Suite 312, Alexondrd VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19547759 LELULMODEL V02 Valley 1 1 Job Reference (optional) Builders First Source, Plant Gay, FL- 32565, 2x4 i B.24U s Yea 7 ZUZU MI I alit Industries, Inc. F n Yea Za U9:3U:UT ZUZU Vega 1 IDJbSSUYEphrZuYTshmE3BRyhOBX-1 MI wow51Y5gaRuN22_DgRfnUawAEzego32Uctzgew4 2x4 II 2 3 Scale: 1.5'=1' LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 UT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) FVa - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix-P Weight 7lb FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc puffins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 do bracing. REACTIONS. (size) 1=2-5-9, 3=2-5-9 Max Horz 1--35(LC 9) Max Uplift 1=-20(LC 12), 3=-26(LC 12) Max Grew 1=60(LC 1). 3=60(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opst h=15ft; Cat II; Exp, B; Encl., GCpi-0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and fames & 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 nonconcument 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 chard and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 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 "a building code.' Walter P. Finn PE NoIN39 MTek USA, Inc. FL Cad 6634 631M Parke Fast Blvd. Tampa FL 33310 Date: February 28,2020 Q WARNNG. Verfryde Snparamefemand REAONOTES ON TN/SAND/NCLUOEOMREKBEFERANCEPAGEMb7479rev. foUsTVISBEFOREUSE Design valitl for use only with M9eldlaconnectors. This design b based only upon paametersstwwn. and Is farm 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 B to buckling of individual truss web and/or chord members only. Additional temporary antl permanent bracing M!Tek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, deMery, erection and braWg of trusses and host systems seeANSVrPit Sin aIDY CifbM, D3549 and SCS16uYGNp Component 69M Parke East Blvd. Safety tnfommtbrpvoilable from Truss Plate Institute.218 N. Lee Sheet. Suite312, Alexandria VA =4. Tampa, FL M610 Job Truss Truss Type Oty Ply T79547760 LELIA_MODEL V03 Valley 1 1 Jab Reference (optional Buildew First Source, Plant City, FL- 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 09:30:02 2020 Page 1 IDJbsSUYEphcZuYTshmE3BRyhOB%-VYaG684WsDhCbSZbIW SCeSjG_BmzQLmNol81zgew3 5-PO 5-0-0 6 d axe G 2x4 11 Scale=1:13.1 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (lac) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ve 1(LL) n/a - We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) rda - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Hom(CT) 0.00 3 lVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 16In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 1=4-11-6, 3=4-11-6 Max Horz 1=88(LC 11) 'Max Uplift 1=-52(LC 12), 3=-66(LC 12) Max Gray 1=152(LC 1), 3=152(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250(I1b) or less except when shown. Structural wood sheathing directlyapplied or 5-M oc puffins, except end verticals. Rigid ceiling directly applied or 1 D-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exto B; Encl., GCpi=0.18; MINFPS (envelope) and C-C Exterior(2) 0-9-1 to 3-9-1, Intenor(1) 3-9-1 to 4-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFPS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcument 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-M 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 Its uplift at joints) 1, 3. 6)'This manufactured product is designed as an individualbuilding component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TP11 as referenced by the building code.' Walter P. Finn PE N022839 MTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNWG-Ver/tyCeslgnperemeM..dREAONOTES ON TN/SANOWCLUOEDIR EKBEFENANCEPAGEM610)3rev- IGWZOISBEFOBE USE Design valid for use only WIT, Mneldiconnectons This cadge b based only upon parameters shown and Is for an Individual buedhg component, not a truss system. Before use, ire budding designer must verity the applicability of design parameters and properylncorporate this design Into ire overall bulldingdedgn, BrocinglndicoadIstoprevent bucklingoflndNWualtruss web and/or chord members only. ACdiilonoitemWrcTmdpermanentbrocing Is.S M)Tek' Is always requved for stabilry and to prevent collapse with possible personal Injury and property damage. For general gudance regarding the fabrlcmion, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPl1 Cua1Mv CRMo. D3549 and BC51 Building Component 69M Parke East BMd. Sabfy inlormandrsavodpole horn Truss Rate InstiMe. 218 N. Lee Street. Suite 312, Nexonddo. VA 22314. Tampa, FL 33610 Job Tres Truss Type Ory Ply T79547761 LELIA_MODEL VO4 Valley 1 1 Job Reference o 4anal oanae,�11,„= I..".I,y.......... 2x4 mze s red / auzu mi I ex ma smes, Inc. rn rep ea UUMU:fre zuzu rage 1 ID:JbsSUYEphcZuYTshmE3BRyhOBX-VYaG684WsDhCbSZbIWSCeBrB_FszOuzOjol8Jzgow3 2x4 II 2 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (IOC) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 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 Hom(CT) 0.00 3 r/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 1=2-11-6,3=2-11-6 Max Horz 1=45(LC 11) Max Uplift 1= 27(LC 12), 3=-34(LC 12) Max Grav 1=78(LC 1), 3=78(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:9.0 PLATES GRIP MT20 244/190 Weight 9lb FT=20% Structural wood sheathing directly applied or 3-" oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opst h=15f; Cat. II; Exp B; Encl., GCp1=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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 1001b 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. Fin PE No22839 MITek USA Inc FL Cert6634 6904 Parke East Blvd. Tampa F. 33810 Date: February 28,2020 QWARN/NG-Verlrydeslgnperemehraend REAONOTES ON TNI MDWCLUDW0 KREFERANCEVAGEM 74M.re.. I=!y015SEF0REUSE Design valid for we only with MTek® connectors. This design Is based only upon parameters shown, and Is for on IndMdual building component, not a truss system. Before use. Me bultling designer must verify the applicability of design parameters and properly Incorporate III design Into the overall building design &acing Indicated is to prevent buokling of Individual hum web and/or chord members any. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of musses and buss systems, sseANSUIPD Qua ODyy Cmedo, DSB49 and BCSI BuldkrQ Component m Safety mlelmalbnwoiloble from TiRate InshMe. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WOW 69N Parke East BNB Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are In ft-in-sixteenths, Apply plates to both sides of truss and fully embed teeth. 0-11 1 For 4 x 2 orientation, locate plates 0-'Ad' from outside edge of truss. This symbol indicates the required direction of slots In connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 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/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing ofVetal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown in sixteenths scale) Il-yl (Drawings not to scale) r) Of M U o_ O F- JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/rPI t section 6.3 These truss designs rely on lumber values established by others. C 2012 MITek® All Rights Reserved e MiTek® MITek Engineering Reference Sheet: Mll-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 SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that 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/ -PI 1 Quality Criteria.