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HomeMy WebLinkAboutTRUSS PAPAERWORK1�1 lNED MiTek St•�clecou ly RE: 1766413 MiTek USA, Inc. . 6904 Parke East Blvd. Tampa, FL 336104115 Site Information: Customer: Gentile Construction Project Name: 1766413 Lot/Block: _11 Model: _ Address: 2604 Sterling Court Subdivision: City: Fort Pierce State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Paul Welch License #: 29945 Addresr4 s,r1984iS!WgBiltmore CIty�County*Port�St?�Lucie State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special rLoading Conditions): Design Code: FBC2O17/TP12O14 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 21 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T17179682 c101 5/29/2019 18 T17179699 t09 5/29/2019 2 T17179683 cj03 5/29/2019 19 T17179700 t10 5/29/2019 3 T17179684 cj05 5/29/2019 20 T17179701 t11 5/29/2019 4 T17179685 ej07 5/29/2019 21 T17179702 t12 5/29/2019 5 T17179686 hj07 5/29/2019 6 T17179687 mv02 5/29/2019 7 T17179688 mv04 5/29/2019 8 T17179689 ni 5/29/2019 9 T17179690 mv08 5/29/2019 10 T17179691 t01 5/29/2019 11 T17179692 t02 5/29/2019 12 T17179693 1:03 5/29/2019 13 T17179694 1:04 5/29/2019 14 T17179695 1:05 5/29/2019 15 T17179696 1:06 5/29/2019 16 T17179697 1:07 5/29/2019 17 T17179698 t08 5/29/2019 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my irect sion based on the parameters provided by Builders FirstSource - Plant City. �O���PSI A rA(''�i� Truss Design; Engineer's Name: Albani, Thomas .��.�.� *\ C E NSt�eq����� My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 No 393 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/rPI 1. These designs are based upon parameters ' iX� shown (e.g., loads, supports, dimensions, shapes and design codes), which were O••• •� given to MiTek. Any project specific information included is for MiTek ,( customers file reference purpose only, and was not taken Into account in the preparation of 1���••.; 0 R t'D P• \��� these parameters designs. MiTek has not independently particular uild building. Beforepui e, the building bui d ng designer of the ,�S70NA1-�C.�`�, arameters or the designs for an should verify applicability of design parameters and properly incorporate these designs. ��11111111110% into the overall building design per ANSI/rPI 1, Chapter 2. Thomas A Albard PE No.39380 Mlfek USA, Inc. R. Cert 6634 6%4 Parke East Bind. Tampa FL 33610 May 29, 2019 rMn- 1 of 1 Albani, Thomas Tusa Truss Type ty T171 78 66413 CJ01 JACK -OPEN 1OT", 7JobReference(opdona0ob Builders First Source, Plant City, FL-32566, 8.240 s May 13 2019 MITek Industries, Inc. Wed May 29 09:34:27 2019 Page 1 2x4 = ST1.5x8 STP = Scale =1:6.1 Plate Offsets (X Y)— 12:0-2-14 0.0-101 LOADING (fast) SPACING- 2-0-0 CSI. DEFL. in (loc)/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ' TC 0.11 Vert(LL) -0.00 2 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Hoa(CT) -0.00 3 We me BCDL 10.0 Code FBC2017/TP12014 Matnx-P Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (Ib/s'ize) 3=-8/Mechanical, 2=125/0.8-0, 4=9/Mechanical Max Hom 2=40(LC 8) Max Uplift 3=8(LC 1), 2=-125(LC 8) Max Grav 3=21(LC 8), 2=125(LC 1).4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl GCpl=0.18; MWFRS (envelope) and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcunentwilh 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 otter members. 4) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. - 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) 3 except Qt=lb) 2=125. 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 wide. ':1 P ^A .g4e,i .`?. ENS9, sa No 39380 cc 000 R Q• �j��% p�sS�ONA� ,�N,`% Thomas A. Alhanl PE No.39380 M1Tek US& Inc. FL cert 65M 6904 Parke East Blvd. Tampa FL 33610 Date: May 29,2019 AWARNING-Varlfydesign yeaeefen Intl READ NOTES ON TNISAND INCLUDED NIIEKREFERENCEPAGEMII-7472 rw. 1=3101SBEFOREUSE Design valid far use ardy with WeW connedors. This design is based only upon parameters shown, and Is for an individual building component, not �' a Vasssystem. 8efore use, e building designer must vedythe applawbiliryd design pa ameters and properly Incorporate this design Into me overall Wildingdesign. BmdnglndimWdistopmrnt WuW gafmdiVdual Wssnebw&waodmembemcMy. Ad6tlonaltempomryandpennanenthredng Mel( Is always renulmd fe, statuatyand to pavent collapse xith possible Weanal injury and papeM damage. For general guidance regarding the - fabdcodon,ateregs, deNery,erection and bracing dtrusses and truss systems, see ANSVTPH Quality crees.DSB-89 and BGS/ Building component 6984PareEast Bhx1., Safety lnram,IUon available from Truss Plate In euue, 218 N. Lee Secet Suite 312, Alexandria, VA 22314. Tampa. R 36610 Job Truss Truss Type Oty Ply T17179683 1766413 CJ03 JACK -OPEN 10 1 Jab Reference (opdonal) Builders First Source, Plant City, FL-32566, 2x4 = STI.5x8 STP = 8,240 a May 132019 MITek Industries, Inc. Wed May 29 09:34:282019 Page 1 ID:K2_IrRMMhNv2CrigOVJ54jzC d2-Wy_7GkBOZJ5FEOVGum]gCmlKnz072hOkxdpJzBgw9 Scale =1:9A Plate Offsets (X Y)— [2:0-2-14 0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) 1/de8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Ven(LL) -0.00 2A 1999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 24 -999 240 BCLL ' 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017RPI2014 Matdx-P Weight ll Its FT=20% LUMBER - TOP CHORD 2x4 SP ND.2 BOT CHORD 2x4 SP ND.2 REACTIONS. (Ib/size) 3=52/Mechanlcal,2=187/0-8-0,4=26/Mechanical Max Ho¢ 2=72(LC 8) Max Uplift 3=52(LC 12), 2=-145(LC 8) Max Grav 3-52(LC 1). 2=187(LC 1). 4=52(LC 3) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) of less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 0o pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 Go bracing. NOTES- (7) 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extefior(2) wne;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 nonconcument with any other live loads. , 3) 'This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at)oint(s) 3 except Ql=lb) 2=145. 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. .`%%.r0MPC E N S 4 e9 e��. a No 39380 Thomas A Alhanl PE ND.39380 Ml USA. Ine. FL Dert 6634 6904 Paris East BtATampa R.33610 Data: May 29,2019 ®WARNING-Varsydasignpzmmatorsand READ NOTES ON THIS AND INCLUDEONREKREFERENLE PAGE MY-7473 rev. 10MV2015 BEFORE USE vafd for use only Wth Wake tnnnedors. This design is based", upon parameters shown. and Is farm Individual bugling component,net MRDesign a Wss system. Before use, Me building designer must vsdfy Me applirabitiry atdesign pammetsrs and pa, only Incorporate Ws design Into the mamas Wildingdesign. Bmdngindicatedistopreventbualdin9ofimflAduatCosaweband/ordrubmembersonly. AdCumaltemporary and cemmnentbmdng MiTek' is always requbed for stab'Jityead as, prevent collapse with possible personal Injury and praised, damage. For general guidance regarding Me fabricator. storage. dalMery, macdonand badng of busses and truss systems, see ANSWP11 Gower, Crfreda,OSB-09 and 8CS1 Building Component 69M Parke East Blvd. Safetylnfarmafion available horn Truss Plate InsglNe, 210 N. Lee SVeat. Suite 312, Nesxndrla, VA22314. Tampa, FL 36510 Truss Truss Type Dry Ply T17179684 Ca413 �17 CJ05 JACK -OPEN 10 1 Job Reference o gonal Builders First Source, Plant City, FL-32565, 3x4 - ST1.5xB STP = 8.240 s May 13 2019 MiTek Industries, Inc. Wed May 29 09:34:29 2019 Scale =1:12] Plate Offsets (X Y)— (2'0-0-2 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OAS Vert(LL) -0.03 24 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Ina YES Will 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 171b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SPNo.2 REACTIONS. (lb/size) 3=114/Mechanica1, 2=253/0-8-0, 4=46/Mechanical Max Hoe 2=105(LC 8) Max Uplift 3=103(LC 12), 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. - All forces 250(Ib) or less except when shown. BRACING - TOP CHORD _ Structural wood sheathing directly applied or 5.0-0 cc pulling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=150; Cat II; Exp C; Encl., GCpi=0.18;'M WFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 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 nonconcurrentwith any other live loads. 3) - This loos has been designed for a live load of 20.Opsf on the bottom chord in 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to buss Connections. 6) Provide mechanical Connection (by others) of truss to hearing plate Capable of withstanding 1001b uplift at joint(s) except Ot=lb) 3=103, 2=165. 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. O,%pI III oPS' A �A<e,,,i .` G E N .o No 39380 {T ,ONA, ,EN% Thomas A Ali PE No.39380 MiTek USA,Inc.FLCeit(i634 6904 Parke Eat Blvd. Tampa FL33610 Data: May 29,2019 AWARNING-Verhydeelen Parsmafem anOREAD NOTES ON MIS AND INCLUDED MR KREFER£NCEPAGEMIlJ473 re¢ fOPo22015REFOREUSE Ban, vaNd far use only with Mgekp connectors. T n. design Is based only upon p ponders shaven, and is for an individual building component, not a Coss syatem.0erare use, the builtling designer musrveray Ne appiiob,d of design paremeters and.1, Asiin ,col tata Ibis design tom the a tursu Amdmemamage..rgamenaltemporeryand permanent bradng indivile alwasrequa.Bradngindicated isrovent MiTek' 7 is cobuckewnf -salve win Do peoseat many an property damage. guitl regarding Na irage.dred fair stability and s,steres. e, andtestingpae Quality Coffee, D fabdcadon,aorega,delivery,erectionandbraGngof[rus21 andtrusssystems,see ANBUTPH D4. Cnfetla, 056-0g and SCSI Building Component t see see. storage.and moss Tamp Parke Sa(rylnyarmaUon available from Truss Plame Instime.218 N. Lea $ifeM. Suite 312, Alexandria, VA 22314. 3East 661Blvtl. Tampa, FL 36fi10 Job Qty Ply T17179fi85 17fi6413 �TrussType EJ07� JACK -PARTIAL 23 1 Job Reference loci Builders First Source, Plant City, FL-32566, 4x6 = ST1.5x6 STP — 8.240 s May 13 2019 Mil ex lnausmes, Inc. wed may 2B ua:u4:au 2me Fagot ID:KZ_IrRMMhNv2CrlgOvJ54jzC_d2.SL61YyIPybZpVXZuNJtJNFHy_eM?svX_t2QMBzBgw7 LOADING (pi SPACING- 2-0-0 CS'. DEFL. in (too) Udell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(L-) 0.12 2-4 >640 360 TCDL 7.0 Lumber DOL 1.25 BC, 0.55 Verl(CT) -0.18 2-4 >434 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=160/Mechanical, 2=324/0-8-0, 4=77/Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-131(LC 12). 2=190(LC 8) Max Grav 3=160(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale=1:16.9 PLATES GRIP MT20 244I19D Weight: 23 lb FT=20% BRACING - TOP CHORD Structure[ wood sheathing directly applied or 5-2-14 on; finding. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. (7) 1) Wind: ASCE 7-10; Vul1=1601 (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 4) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to buss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift at joints) except (jl=1b) 3=131, 2=190. 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. `,`,OPS� Ab�q�ei��� `: ��: �C E IV SF. 9ili•�� No 39380 AN ;,i n Wk N 10190%ONA1% Thomas A Albaril PE No.39380 MITek USA, Inc. FL Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: May 29,2019 ®WARNING-Vadlydeslgnparamervaima READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MII-7fr3rev. loalmDr5 BEFORE USE. Design valid formo iywith MTi connections. This design is based only upon parameters shown, and is for an individual building component, not ��• a miss system. Before use, Me building designer must verily the applicebairy of design parameters and properly incoryorate this design into the overall Bracing indicotedls to bulling individual tress miabord mancom only. Additionaltemposaryandpermanentionsi MiTeK Wildingdesign. parmat of web s always required for stability an l to preventoollapse with possible personal injury and property damage. For general gultlarse marling the Pabdcagon, storage, delivery, section and braising armistice and buss systems, sea ANSWPII Ouafiy Creeds. DS849 and Scsl Building Compares, 69M Parke East BW. Saferylnforma0on available from Tmss Plate Institute, 21a N. Lee Street. Sbde 312. Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Cry Ply F66-1 T17179686 HJ07 DIAGONAL HIP GIRDER 5 1 Job Reference o tipnal Builders First Source, Plant City, FL-32566, 2.83 12 are = 8.240 s Mai 13 2019 MtTek 2019 Page 1 Scale=1:21.2 Plate Offsets (XV)— [2:0-10-7 0.1-7] LOADING (psf) SPACING. 2-0-0 Cal. DEFL. in (loc) Ude0 Ud PLATES GRIP TCLU 20.0 Plate Grip DOL 1.25 TO 0.53 Vert(LL) 0.27 4-6 >435 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25' BC 0.79 Vert(CT) -0.37 4-6 >317 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 4 n/a file BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight: 40 an FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x5 SP No.2 REACTIONS. (lb/size) 3=243/Mechanica1, 2=422/0-10-15, 4=184/Mechanicel Max Hom 2=138(LC 22) Max Uplift 3=206(1C 8), 2=-303(LC 4), 4=37(1-C 8) Max Gov 3=243(LC 1), 2=422(LC 1), 4=239(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD , Rigid ceiling directly applied or 9-8-4 oc bracing. NOTES- (9) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 3) a This truss has been designed for a live load of 20.Opsf on the bottom chord in 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift atjomt(s) 4 except Ql=1b) 3=206,2=303. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 Ito down and 451b up at 4-2-15, 31 lb down and 45111 up at 4-2-15, and 59 Ib down and 1051b up at 7-0-14, and 59 lb down and 105lb up at 7-0-14 on top chord, and 241b down and 371to up at 14-15, 24 Ib down and 3716 up at 1-0-15, 18 lb down at 4-2-15, 181b down at 4-2-15, and 3816 down at 7-0-14, and 38 Ib down at 7-0-14 on bottom chord. *The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber lncrease=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=54, 2-4=-20 Concentrated Loads (Ib) ' Vert: 8=-75(1`=38, B=-38) 9=61(F=30, B=30) 11=36(F=-18, B=-18) It p';PS�A' No 39380 Thomas A Albanl PE No.39380 MITek USA, Inc. R. Carl 6634 , 6904 Forks East Blvd. Tampa FL 33610 Date: May 29,2019 ®WARNING - Ven y dcNgn pafame rera and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE 5IX7473 ma.111,0=015 BEFORE USE Design vatitl for use only with MTeWconnedom. This design is based only upon parameters shown, and is for an individual building component, not ��- a Was system. Before use, the building designer must verify, the applicabday of design pan metem and pmpenyincnmorete this design into me overall buddingdesign. Bmdng indicated is to prevent budding of individual truss step and/or &am members only. Adddodaltemponryandparromentbrocing MiTek' is always required fmstabdity and to prevent collapse Win poseble Varsanal injury add prepe,ty damage. For general guidance regaNing me febdcadon, storage,delivery, erection and bradng oftruabes and truss systems. see ANSIol Quality Creeds, DS849 and SCSI Building Component 69m Parke East Blvd. Safety/nrprmaffon aveJablefrom Truss Plate Institute,218 N. Lee Street Guile 312. Nexaidna, VA22314. Tampa. FL W610 ' Job as Truss Type CityPly T17179687 1766413 MV02 Valley 1 1 Job Reference (optional) balloons rise bounce, Plant City, FL - 32565, 2x4 8.24U S May 13 ZU19 MI I eK IOOUSBIDS, Inc. Wen May ZB U9:34:al ZU 19 Page 1 DXZ_IrRMMhNv2CrlgOvJ54jzC d2.xXg711m11uig6h84x1PYwTgJCYpZbMn76IAHOdzBgw6 4.00 12 2 3 LOADING (par) 'SPACING- 2-0-0 CSI. DEFL. in (Joe) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - min 999 BCLL 0.0 ' Rep Stress ]net YES WB 0.00 Horz(CT) -0.00 2 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP No.3 REACTIONS. (I elsize) 1-39/1-11-4, 2=29/1-114, 3=11/1-11 4 Max Hom .1=18(LC 8) Max Uplift 1=15(LC 8). 2=-25(LC 8) Max Grav 1=39(LC 1), 2=29(LC 1), 3=21(LC 3) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale =1:B.1 PLATES GRIP MT20 244/190 Weight: 51b FT=20% BRACING - TOP CHORD Structural woad sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling i irei applied or 1G-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=12.lmph; TCDL=4.2psf, BCDL=3.Opsf, l5B; CaL II; Exp C; End., GCpi=0.18; M WFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8 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 chord and any other members. - 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Bearing at jalnt(s) 2 considers parallel to grain value using ANSI/rPl1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) 1, 2. 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 Cade. No 39380 F '�tj Thomas A. Aniani PE No.39380 Mrrek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 29,2019 ®WARNING-Vedwasignparamefers and Rsevalo esiMIS AND INCLUDED MIrEelfis ENCE PAGE 9I1-7473r fav=015BEFORE USE Design valid for use anlywo Mrekp mnneemn.Thls design Is based only upon parametem shown, and b Ewan individual building mer ievent, not ��• a Was system. Before use, me building designer must verify the applicability of design parameters and popery Inaomorate this design into the overall build'wgdesign. BmdngindimtMistopmwnlbucklingafindvdual WsswebmdfwdcNmembemomly. Mi itlanal temporary and permanent bracing MiTele Is always reaulretl tar srabJiry endmprevent mliapse wlN possible personal inryry aM pmpeM tlamage. For general guidance regarding me fabricate,storage. downy. emotion and bracing ofbusses and Wss systems.see ANSIMPH Despot Corona, DS9419 and BC51 Building Component 69M Parke East Bawl. Safefy/nlarmaUon available M1om Tmss Plate Institute, 218 N. Lee Street Salta 312, A mmndra, VA 22314. Tampa, FL 36610 Job Truss Tmss Type Ory Ply T17179688 1766413 MV04 Valley 1 1 Job Reference o gonal Builders First Source, Plant City, FL-32566, 2x4 8.240s May132019MIfeKIndusMes,lnc. Wea May Z9U9:34:3ZZU19 Pagel ID:KZ_IrRMMhN2CrlgOvJ54jzC d2-PkDVzenfTCgXkrjGVk"TgNSAy8GKnnHLMvry4zBgw5 3.6 II LOADING' (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) IIdell Lid TCLL , 20.0 Plate Grip DOL t25 TC 0.14 Vert(LL) file - Na 999 TCDL 7.0 Lumber DOL I'25 BC 0.12 Vert(CT) Na - file 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Hoa(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC20177TPI2014 Maid LUMBER - TOP CHORD 2x4 SP Na2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP Nmil REACTIONS. pb/size) 1=BI/3-11-4, 3=-132/3-114, 4=57/3-11-4, 5=333/3-11-4 Max Hoa 1=51(LC8) Max Uplift l=28(LC 8), 3=132(LC 1), 4=113(LC 3), 5=176(LC 8) Max Grav 1=81(LC 1). 3=114(LC 8), 5=333(LC I) FORCES. (lb) -Max. Comp/Max. Ten. - All forces 250(I1b) or less except when shown. WEBS 2-5=-250/485 Scale =1:9A PLATES GRIP MT20 244/190 Weight: 12 Is FT=20 BRACING - TOP CHORD Structural wood sheathing directly applied or4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will 0t between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Bearing at joint(s) 3 Considers parallel to grain value using ANSIRPI I angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to hearing plate Capable of withstanding 100 lb uplift at joint(s) 1 except at -lb) 3=132,4=113,5=176. 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. SA -No 39380 �4Oi G R % 40 Q. �����• % S�INA11 0?��� Thomas A. Albani PE 1109380 MRek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 29,2019 AMORNING -VinrydesenParameters and READ MOMS ONMIS AND INCLUDEDbREKREFERENCE PAGE N147473rosaflLDL3015BEFORE USE Design valid for use only with Krone connectors. Title design Is based only upon parameters shown, and Is for an Individual building wmponenl, not r` a truss system. Before use, the building designer must wily the applicability at design parameters and pmperly Incorporate this design into the overall buldingdesign. Brad, indicated is members only. Additional temporary and permanent bracing M(T®k topavxntbucklingofincividualtrusswebandbrdmN Is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneal guidanw regarding Me fabdcatlon,storage, delivery, erection and bracing of Weeeeend Wsssystems,and ANitirPH Quality Ciflerla, OSS49 and SCSI Building Component 69N Parke East Blvd. Salefylnfermatlon aaarable from Tanis Plate Institute, 218 N. Lee Street Suite 312, Alesandda, VA 22314. Tampa, FL 36610 Truss Truss Type Cry Ply rJob T77179689 1766413 MV06 Valley 1 1 Job Reference (optlonal) Builders First Source Plant City, FL-32566. 2x4 i 8.240 s May 132019 MTek Industries, Inc. Wed May 2909:34:332019 Pagel ID:KZ_IrRMMhNv2CrlgOvJ54jzC d2-t tAzoHEWyOM71T3SR07uvcdLTS3FMQZOfOUWzBgw4 axis II LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (lac) I/dell Lid TCLL 20.0 Plate Gdp DOL 1.25 TC 0.22 Vert(LLI n/a - n/a 999 TOOL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 HOR(CT) -0,00 3 Na n/a BCDL 10.0 Code FBC20171TPI2014 I Mai LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.3 WEBS2x4 SP No.3 REACTIONS. (lb/size) 1=111/5-11-0, 3=-16/5-11d, 4=-6/5-114, 5=285/5-11-4 Max Hom 1=84(LC 8) Max Uplift 1=33(1_C 8), 3=16(LC 1), 4=13(LC 3).5=-156(LC 8) Max Grav 1=111(LC 1), 3=14(LC 8), 5=285(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2.5=.216/416 Sale=1:12.9 PLATES GRIP MT20 2441190 Weight 181b FT=20% BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purling. BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=tSft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exledor(2) zone;C-C for members and fames 8 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 noriconcurtent 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) All bearings are assumed to be SP No.2 crashing Capacity of 565 psi. 6) Bearing at joints) 3 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joints) 1, 3, 4 except at --lb) 5=156. 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 i as referenced by the building Code. 111111111///j ,%`IOpS A. A( ,,� 0 .GENgFa No 39380 1/0NA� Thalltas A Alban] PE ND.39380 MRek USA, Inc. FL Ced 6634 6904 Paden East Blvd. Tampa FL 33610 Dam: May 29,2019 AWARNING -VaNfydnxlgnparematersand READNOrESONMISANDMCLUDEDMBENRUERENCEPAGEMr}preme,11WY2G15BEFOREUSE Design vatitl forusecol iN Morcott connectors. This design is based only upon parameters shown, and is for an Individual building comissi not a Wsssystem.Before use, toe building designer must wed s opplirsbllityorded, parameters andpmpetly imaryprete this design into me overall buddingdeslgn. Bidding indicated is to prevent budding ofedividual trues web andfior and membas only. Additionatempomryardpermanembri MFrek• Isalweys re9ulind for stability and to prevent colapse with possible personal hjui,and pmpedy damage. ForgsnsmIguidanceregardmgdm fabrisation,swega, delivery. election and breGngofmssasandeusitiptems. see ANSUfPB Quality Glterla. DS949 and SCSI Building Component 69N Pmoe East Bbd. Safetylnfdrmation evadable tram Tmsa Plata Insi tvta, 218 N. Lee street. suite 312, Mexandda, VA22314. ' Tampa, FL 36610 Truss Truss Type Oty PIY T17179690 �ob 766413 MV08 Valley 1 1 Job Reference o bonal Builders First Source, Plant City, FL-32566, 8.240 s May 132019 Mil ex Industries, Inc. Wed may 29 u9:j4:3320i9 Page 1 ID:KZ_IrRMMhNv2CrlgOvJ54jzC_d2-lwntP HEWyOM71T3SR07uvasLOI3E20ZWOUWzBgw4 $.In=1:16.2 2x4 s 2.4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) War , Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - me 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Hcrz(CT) -0.00 3 We ri SCDL 10.0 Code FBC2017frPI2014 MatrixSH Weight 251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-114 (Ib)- Max Horz 1=117(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1, 3, 4 except 5=220(1-C 8) Max Grav All reactions 250111 or less at joint(s)1, 3, 4 except 5=402(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (I11 or less except when she". WEBS 2-5=-273/481 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 do bracing. NOTES- (8) 1 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h nlfit Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chard 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 20.0psf 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Bearing atjoint(s) 3 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100Ih uplift atjoinl(s)1, 3, 4 except Ot=lb) 5=220. 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 ofthe building designer per ANSI TPI 1 as referenced by the building code. ,,QMPS�A'14 , No 39380 (QR%pP.��Z% S O N Atl��` Thomas A Albanl PE No.39380 Welk USA, Inc. FL Dert 6634 6904 Parke East Blvd. Tampa R.33610 Date: May 29,2019 AWARNING -Vd&dear9nparamerers antl READ NOMS ON MISAND INCLUDED MIiEKREFERENCEYAGE MIA7473 rev. id/M015BEFOREUSE Design valid for use only with MTekal) connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a Was system. Before use, Me building designer must verify Me applicability of design parameters and properly incorporate this design into Me overall buldingdesign. Bmdngindimtedistopmv Wssweband &ONmemb6rswly. Addidonetemporeryandpermanentb2ung Mew tbuWNgofindividual is always required for moodily and to prevent collapse WM passible personal injury and property dirmage. Forgeneral guidance regaN'mg Me fabdcolon,storage, tlelivery,eredion end bracing of Wsaes and Wss systems,see ANSI/rplf Quality onions,DSB-89 and Goal Building Component 69N Pa he East Blvd Saftlyln/orma6an smilable from Truss Plate InstiMe, 218 N. Lee Street, Suite 312, Atesiandria, VA 22314. Tampa, 11 36610 Job Truss Truss Type Ory Ply Tt71 ]9691 7]66413 T01 HALF HIP GIRDER 1 1 ' Job Reference (opticnall Builders First Source, Plant City, FL-32566, 8.240 s May 132019 MiTek Industries, Inc. Wed May 29 09:34:352019 Page 1 to KZ_IrRMMhNv2CrlgOvJ54jzC d2-pJvebfpYm7C6bJSrA TU4J?pz94OXyij1K8VZPzBgv2 )1-0-0 ]-0.0 10.9-6 tT-9-0 24.8-it 28-fi-0 4xl0 MT20HS = 4.00 12 ST1.5x8 STP = "' 3x12MT20HS G 3x6 = 3x6 = 14 4 15 16 22 23 12 24 11 25 6x12MT20HS = 3x4 Scale = 1:51.4 3x6 = 4x6 = 4x12 = 2x4 II 17 5 18 19 6 720 21 a 26 27 10 28 29 30 a 4x6 = ST1.5x8 STP = 6x8 = Plate Offsets (X Y)-- 12:0-3-13 0-1-8] [3:0-5-0 0-1-131 [6:0-3-0 Edge]�9:Edge 0-4-4] LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) I/de0 L/d PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.45 11 >743 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.62 11-13. >539 240 MT20HS 187/143 BCLL 0.0 ' 'Rep Stress Ina NO WB 0.90 Horz(CT) 0.11 9 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 152 In FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP M31 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 GOT CHORD WEBS REACTIONS. (Ib/size) 9=218210-8-0, 2=2080/0-8-0 Max Harz 2=141(LC 19) Max UPIift 9=1171(LC 4), 2=-1151(LC 4) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=.5498/2893, 3-4=-5217/2810, 4-5=-6744/3563, 5-7=5068/2639 BOT CHORD 2-13=-277815139, 11-13=-0567/645B, 10-11=-3589/6512, 9-10=1744/3090 WEBS 3-13=-509/1229,4-13=1466/917,4-11=-6/528,5-11=01502, 5-10=-1727/1136, ' 7-10=-1070/2366, 7-9=-3591/2041 Structural woad sheathing directly applied or 2-0-15 cc purlins, except end verticals. Rigid ceiling directly applied or 53-5 cc bracing. 1 Row at midpt 7-9 NOTES- (10) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Ops1; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3).AII plates are MT20 plates unless otherwise indicated. 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. , 6) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. > ' 7) Provide mechanical connection (by others) of truss to beadingplateCapable of withstanding 100 lb uplift at joints) except (jl=lb) 9=1171, 2=1151. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 273 lb down and 34516 up at 7-0-0, 106 lb down and 134 a up at 9-0-12. 106111 down and 134 It, up at 11-0.12, 106 lb down and 134 lb up at 13-0-12, 106 lb down and 1341b up at 15-0-12. 106 It, down and 134 Ito up at 17-0-12, 106 Ib down and 134 lb up at 19-0-12, 106 lb down and 134 lb up at 21-0-12, 106111 down and 134 It, up at 23-0-12, and 106111 down and 134 lb up at 25-0-12, and 106 lb down and 13416 up at 27-0-12 on lop chord, and 26416 dawn and 86 to up at 7-0-0, 81 Ib down and 20 lb up at 9-0-12, 81 Ib down and 20 lb up at 11-0-12, 81 lb down and 20 lb up at 13-0-12, 81 Ib down and 20 to up at 15-0-12, 81 lb down and 20 Ib up at 17-0-12, 81 lb down and 20 lb up at 19.0-12, 81 lb down and 20 Ib up at 21-0-12, 81 lb down and 20111 up at 23-0-12, and 81 lb down and 20 lb up at 25-0-12, and 81 lb down and 20 lb up at 27-0-12 on bottom chord. The design/selection of such connection devices) 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 %% 'DNS A ,441 No 39380 SS/ONAX E?%%%% Thomas A Albani PE ND.39380 MiTek USA, Ina. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 29,2019 AWARNING -Venry design parameters and READ NOTES ON MIS AND INCLUDED 111i REFERENCE PAGE MII-T4T0 rev. 10MMOISBEFORE USE Design valid for use only will,MTeMJwnnectors. This design is based only upon parameters shown, and is for an individual building a,mponem, not ml* a buss system. Before use, the buildingdesigner must witty the applies iLryof design parameters and popery imaresurate Nis design I= me Overall buJdingdesign. Bittern indurated is to prevent buckling of individual dead web andkr Moml members only. Addifionaltempora,yandpe,minenlbrddng MiTek' Is always required surs'abillN and topreventsollapsewtthpooduale personal inim,aM pmpenildamage. Forgeneralguidanwregardingthe fabdcafion, storage, delivery,erection and bracing ofbusses and buss systems, sea ANSVTPH Quality Callana, MR49 and SCSI Building Component 69" Parke East Blvd. Safety Nrarmafion available Dom Tmss Plate buntute, 218 M Lee Street Suite 312, Aless ia, VA 22314. Tampa,R 36610 Job Tmss Truss Type Cry Ply T17179691 1766413 T01 HALF HIP GIRDER 1 1 Jab Reference (opdpnab Builders First Source, Plant City, FL-32566, 8.240 s May 132019 MiTek Industries. Inc. Wed May 29 09:34:35 2019 Paget ID:KZ_IrRMMhNv2CrlgOvJ54jzC d2-pJvebfpYm7C6bJSrAsTU4J7pz94OXyij1 KBVZPzBgw2 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (of) , Vert: 1-3=54, 3-8=-54, 2-9i Concentrated Loads (Ib) Vert: 3=273(F) 6=-106(F) 13=213(F) 4=-106(F) 1114=-106(F) 15=-106(F) 16=-106(F) 17=106(F) 18=106(F)19=-106(F) 20=-1121=-106(F) 22=-57(F) 23=57(F) 24=-57(F) 25=-57(F) 26=-57(F) 27=-57(F) 28=57(F) 29=57(1`) 30=-57(F) ®WARNING-Vefllydaiiemparamaten and READ NOTES ON MIS AND INCLUDED MITENREF£RENCE PAGE MD-7173m, ISAXIC015BEFOISE USE valid for use o itb MRekiDearrecbrs. This design is based only upon parameters shown, antl is for an individual building componand, not wit Uses es system. Before use, tine building designer must vedfythe applirabiliryat design paremence and propetly incorporate this design Into the overall buildingdedgn, among indiraled is to prevent budding of Individual truss vals andlechord membere only. Manonaltemporeryandpermanentlandng MiTek' Its elwaysregumaEOrslability and toprevenlcollapsevNbpossible personal njuryand pmpenydamage. Forgenemiguidancersgarding Me fabrication,storage. delivery,election and trading ornmees and Wss systems sea ANSVTPI1 Quality Udena, DS949 and SCSI Building Component 69M Parke East Blvd. Savylnlormatlon availablefrom Tmss Platefns1144e.218N.Lee SVe t,Suite312.N..w dd..VAn3l4. Tampa. FL 36610 Job Truss Truss Type Cry Ply T17179692 1766413 T02 HIP 1 1 Job Reference a tional nwtatre rlrs[ source, runt airy, rL-326bb, ST1.5x8 STP = axe = 4x6 — 3x8 = 4x6 = , 4.00 12 4 5 6 ra it m • 3.8 = 3x4 = 2x4 II 3x8 = Scale =1:51 A ST1.5x8 STP = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Ver1(LL) 0.25 10 o999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0A1 8-9 >810 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.32 Hoa(CT) 0.11 8 We We BCDL 10.0 Code FBC2017lfP12014 Matrix-SH Weight 129 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or4-0-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1028/0-6-0, 2=1104/0-8-0 Max Horn 2=67(LC 16) • Max Uplift 8=-467(LC 9), 2=-556(LC 8) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2479/2107, 3.4=-2203/1827, 4-5=-2080/1788, 5.6=-2087/1796, 6-7=-2212m836, 7-8=2496/2128 BOT CHORD 2-12=-1902/2302, 10-12=-1850/2395, 9-10=-1850/2395, 8-9=-1925/2321 WEBS 3-12=-279/405, 4-12=-312/472, 5-12=-477/355, 5-9=472/339, 6-9=317/477, - 7-9=-292/421 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCOL-4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrentwith any other live loads. 5) • Tliis truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wit fit between the bottom chord and any other members. 6) All bearings are assumed to be SP No.2 crushing Capacity of 565 psi. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 8=467,2=556. 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. 0111111111111111 No 39380 Ah$fill, EC�,%� Thorl Alb6nl PE No.39380 MITek USA, Inc. R. Cert 6634 6904 Parke East BMA. Tampa FL.33610 Date: May 29,2019 ®WARNING- Verify design parameters and READ NOYES ON MIS AND INCLUDED MITEK REFERENCE PACE MIF7473 rev. fa MOTS BEFORE USE valid for use only with MITex®Can nnone. This design is based only upon parameters ano ,and is for an individual building component not witDesign a buss system. Before use, the building designer must vent, en a applicability of design paametere and properly incorporate bile design into the mull buildingdesign. Baring indicated is to budding individual muss chord memento only.Additionaltempomryandpeminerdbradng M!Tek7 prevent of web anNor is always m,md1 rix taeuity and to pmvintcollapse wife possible personal injury and property damage. Forgenemlguldanceregatdingthe hbdw4on,sbrage.delivery, erasion and Eraung of Wsses anti Wes systems,sea ANSMil qualityCrifena, DSB49 and BCS1 Building Component 0904 Parke East BNd. Safe,, Information available from Truss Plate lnstitute,218 N. Lee Street Suite 312. Alexandra, VA 22314. I Tampa, FL 36610 ' Job Truss Tmss Type Oty Ply T17179693 1766413 T03 HIP 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 6n.d 4.0o 8240 s May 13 2019 MITek Industries, Inc. Wed May 29 09:34:31201 4x6 = 4-9-9 Scale = 151.4 ST1.5xB STP = _ 12 11 '3x4 = a p I ST1.5xS STP = 3x8 = 2.4 II 3x4 = - 3x8 = 2x4 II 3x6 = 6-2-8 110-0 17-6-0 22-3-8 28-6-0 '2E 41 6-6-0 4-9-9 6-2-8 Plate Offsets (X Y)— 12:0-0-2,Edae1 14:0-540-2-8) [7:0-2-2 Edge] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(L-) 0.22 9-11 0999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.33 9-11 0999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.10 7 n/a n/a BCD 10.0 Code FBC20177TPI2014 Matrix-SH Weight: 129 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (fib/size) 7=1028/0-8-0, 2=1104/0-8-0 Max Ho¢ 2=79(LC 12) Max Uplift 7=457(LC 9), 2=-546(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 ad pudins. BOT CHORD Rigid ceiling directly applied or 3-11-10 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-2521/2098, 34=-1996/1719, 4-5=-1868/1692, 5.6=1999/1722, 6-7=-2540/2120 BOT CHORD 2-12=-1 887/2326,11-12=1887/2326, 9-11=-1400/1865, 8-9=-191012345, 7-8=-1910/2345 WEBS 3-11 =-525/536,4-1 1=-178/376, 5-9=-182/377,6.9=-543/560 NOTES- (8) , 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1;BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting. 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) All bearings are assumed to be SP No.2 crushing Capacity of 565 psi. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except UI=Ib) 7=457, 2=546. 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. No 39380 ONA' ,��`� Thomas A Albani PE ND.39380 Ni USA Ina FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: May 29,2019 ®WARNING -Vedry design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE NI47473 rev. 1=31201 S BEFORE USE Design valid for use only with MTOW connectors. This design is based only Loon parameters shown, and is for an individual building component, not Do �Dot a miss system. Before use, Me building designer must verfy Me applicability of design teammates and pmpedy incpmoram this design into Me overall building design. Baring indicated is to prevent buckling of individual Vass web andlor chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapsn w,ih possible personal injury and popery damage. Forgene Iguidanceregarding Me febncallon, storage. delivery, erection and bracing mousses and muss systems, see ANSBTPB quality C Terra, DSB49 and SCSI Building Component 69W Parke East BNd. Sarerylnfomradpn vvailable Wm Tmss Plate lnsdNta, 218 N.LeaSWeS suite 312. Nexandda, VA 22314. Tampa, FL 36610 Job _ Truss Truss Type .. Qry PIy ' T17179694 1]66413 T04 NIP t 7 J b R f rent (Doti 0 ounuaia im, auww, nern lay, 11-3GaO0, n24U S May 18 Zulu MI I eK InOUStoei Inc. Wetl May 29 US::14:38 LU1U Page 1 ID:KZ_IrRMM'Nv"CdgOVJ54jzC_d2-i499Ri s2gMIX4W cPYQF99TTmMuTaoJyy6iiAzBgw_ rt-0-0 %1 13-0-0 143-0 15-GO 21-2-3 28-1-0 ]-3-13 Se-3 14-0 1-3-0 5-8-3 6 1 STt.5x85TP = 3xB 3x4 = 3x6 If 3x4 = 4 5 6 lD 2x4 II 3x4 axe = Swle =151 A ST1.5x8 STP = 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017rTP12014 CS' TC 0.84 BC 0.82 WB 0.83 Mmix-SH DEFL. in (loc) I/dell L/d Ven(LL) 0.24 10 >999 360 Vert(CT) -0.3510-12 >952 240 HOrG(CT) 0.10 8 Na n/a PLATES GRIP MT20 244/190 Weight: 122 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP -CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. ' WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1028/0-8-0, 2=1104/0-8-0 ' Max Hom 2=91(LC 16) Max Uplift 8=-445(LC 9), 2=-534(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1h) or less except when shown, TOP CHORD 2-3=-2474/2084, 3-4=-1712/1520, 4-5=-1573il499, 5-6=-1573/1499, 6-7=-1712/1521, 7-8=-2488/2101 BOT CHORD 2-12=-1863/2277, 10-12=-1863/2277, 9-10=-1880/2292, 8-9=-1880/2292 WEBS 3-12=0/297, 3-10=789/749, 5-10=461/644, 7-10=-8051767, 7-9=0/299 ' NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: A5CE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteriof(2) zonei for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 \\\II11111//j 3) Provide adequate drainage to prevent water ponding. \�\'\_r^, S A, l A(e. �., 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: ,�\ N`P 0. 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 •� ENS •- �2�'� •�. will fit between the bottom chord and any other members. `��% = F•'• / i 6) All bearings are assumed to be SP No.2 Crushing Capacity of 565 psi. NO 39380 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100lb uplift atjoint(s) except at -lb) 8=445, 2=534. TF 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. Frr • • 4u _ oS10NA� - Thomas A AlbanI PE 1110.39380 MITek USA, Inc. FL Cert 6634 _ 6904 Parke East Blvd. Tampa FL 33610 Date: May 29,2019 AWARMING -Venry tlesign parameters and READ NOTES ON MIS AND INCLUDED MIIEK REFERENCE PAGE NIIdO] rev, 10,10=015 BEFORE USE. Design valid for use My With MTeag ovnnetlors. This design Is based only upon parameters shown, and is for an individual building component, nm a Wss system. Balme use, the bulding designer must Wdfy6le appli ability of design parameters and property nwmwate this design into Me overall buldingdesign. BmdngindiwtedistopreventbuWingofln6i dualtrussxeba dtl rchoNmembemcnly. Atlditienaltimpoaryandpetmanentbapng r;�� Welk' is always required for stability and to prevent collapse Win possible personal injury and property damage. For genemi guidonm aigaroing the fandwtlon, siwage,delivery,erecgon antl bradng of trusses antl Wss systems.see ANSVIT11 quality Creeds, DSB49 and SCSI Building Component 6904 Psi East Bivtl. SafetylnrOrmab'en available from Truss Plate Institute, 218 N. Lee Sheet suite 312, Reenters, VA 22314. Tampa, FL 36610 Job Truss Tmss Type Ory Ply T17179695 1766413 T05 COMMON 2 1 ' .Inb Reference foodonall source, Plant City, FL-32566, ST1.5xSSTP = 3x8 = 2x4 d 4.00 12 Us = axe = 3x8 = 8.240 s May 13 2019 MtTek Industries, Inc. Wed May 29 09:34:40 2019 2x4 II Scale=1:50.5 ST1.5x8STP = 3x8 = Plate Offsets (X Y) - 12:0-0-2 Edge1 t4:0-3-0 Edge1 [7:0-0-2 Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de9 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.22 9 >999 360 MT20 244/190 TCDL 7.0 Lumber VOL 1.25 BC 0.80 VergCT) -0.33 9-11 1999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Hor;: CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 123 Is FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. [lb/size) 7=1028/0-8-0, 2=1104/0-8-0 Max Horz 2=99(LC 16) Max Uplift 7=437(LC 9), 2=-526(LC 8) FORCES.. (lb) - Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2492/2127, 3-5=-1683/1509, 5.6=-1683/1509, 6-7=2506/2143 BOT CHORD 2-11=1907/2298, 9-11=-1907/2298, 8-9=-192412312, 7-8=-1924/2312 WEBS 5-9=.515/686, 6-9=-856/842, 6-8=0/295, 3.9=840/824, 3-11=0/294 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 3-9-6 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design.' 2) Wind: ASCE 7-10; Vu1b160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except U1=Ib) 7=437,2=526. , 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. No 39380 is -13 : Lt Z .Og1pP:\��. IreSS�ONA1 �hn4]44444, . Thomas A Nbanl PE No.39380 Iii USA. Inc. FL Dert 6634 69D4 Parke East Blvd. Tampa FL 33610 Data: May 29,2019 AWARNING-Ved(ydealgn ParamRers and READ NOTES ON THISAND INCLUDED MIIEKREFERENCEPAGE MIIdga rew 1=212015BEFOREUSE Design vatitl far use mlywith MTseg connectors. This design is based onlyupon paamelers Show. and is for an individual building component, not avuessystem. Befom use, Ne building designer must vetiry mappliahildyaf design Paameters and pmpedy Incorporate this design Into To overall bustingdeslgn. Basting indicated is to powentle ing of individual truss web andkr Mond members only. Addidonaltemporeryandpermanenttsmang 'salweys MOW anuired fol abili, and to prevent collapse wic, possible personal injuryand property damage. Forgeneralguidancem uniingthe fabrication. statute, delNery,erecoon and bating ofomossandbusssystems,sea ANSUIPH Quality Cdfeda,MS-89 and aLSlapilding Component 69N Palle East Blvd. Safely/nfoamation available form Tress Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. Temps R 36610 Ory Ply P1766;413:� �106�COMMON T17178696 8 1 Job Reference D dorsal Bmli ers NMI bounce, Plant City. FL-32566, 4.00 12 Ails 8.240 s May 13 2019 MITek Industries, Inc. Wed May 29 09:34:41 2019 Scale = 1:50.7 ST1.5x8STP = I 11 to ST1.5x8 STP = 3xa = 2.4 11 3.4 = 3x8 = 2x4 3x8 = 7-3-13 143-0 21-2-3 28-6-0 7-3-13 &11-3 fi-11� 7-0-13 Plate Offsets (X Y)- (2:0-0-2 Edgel I4:0-3-0 Edgel 16:0-3-0 Edge) 18:0-0-2 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.22 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.3210-11 1999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.10 8 l n/a BCDL 10.0 Code FBC2017/TPI2014 MabixSH Weight 125 In FT=20% - LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1102/0-8-0, 8=1102/0-8.0 Max Hom 2=92(LC 12) Max Uplift 2=525(LC 8), 8=-525(LC 9) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-2487/2115, 3-5=-1678/1498, 6-7=.1678/1498, 7.8=2487/2115 BOT CHORD 2.13=-1859/2292, 11-13=-1859/2292, 10-11=-1875/2292, 8-10=-18752292 WEBS 5.11=-506/682, 7-11=-840/823,7-10=01294, 3-11=-840/823, 3-13=0/294 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc pudlns. BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. NOTES. (7) -i) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0pst; h=15f1; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live toad 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-D-0 wide Will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61-1b) 2=525, 8=525. 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. ,,OMPSk Au`14�,,,, . .•'�GENg • 97i'i. No 39380 &/0NAX- 4� %%% Thomas A Albanl PE No.39380 Welt USA, Ina FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Data: May 29,2019 ®WARNING -Verify desfgn parameter and READ NOTES ON MIS AND INCLUDEDMWER REFERENCE PAGE MI47473 rev. 10/03O01S BEI-ORE USE Deal valid for use only wifi MITeM mnneptpm. This design Is based only upon parameters shmvn, and Is for an In mdual building component, not a truss system. Before use. 0e building designer must verify me applicability of design parameters and properly Ioompot ate Ihis deslgn into are overall buildingill BmangIndratedistopreventbuilding ofindivldualtruss web ondlmshort members only. A0ea ltemporaryandpe,manentbmang MOW Is always required forstability and to prevent collapse .0Al personal inlurysnd prepercy, damage. Forgeneralguidance,egatdmgme fabdoxtion,acres,delivery,erection and among oftmsses and Was systems, see ANSI PI10ualiiy Cdfeda,DSB-a9and BCSIBUIlding CemPomat 69U Parke East BNd. Safeyln/ormatlon available fmm Truss Plate Institute, 218 N. Led Street. Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Jab Tmss Truss Type "ay Ply - T17179697 1766413 T07 HIP 1 1 Job Reference o tlonal is First Source, Plant City, FL-32566, 8.240 s May 132019 MITek Industries, Inc. Wed May 29 09:34:42 2019 Pagel ID:KZ_IfRMMhNv2CrlgOVJ54)zC_d2-6fgH32vx7H46xNUS4r58mn72_OEg9olevKNIVzBgvx 11-0._ 0` ]-3-13 13-09 14.3-0 15-GO 21-2.3 28-6-2 p9-6-0 '1-0-0 7-3-13 5-8-3 130 1-3-0 5-8-3 7-3-13 rt-0.01 Scale=1:51.6 3x4 = 3x6 II 31 = ST1.5x8 SIT = I = II so ST1.5x8 STP = 3xB = - 2x4 I 3x4 3.8 = 2x4 II 3x8 = 7-3-13 i 14 0 21-2� 2&60 7-3-13 &11J &11.3 7-3-13 Plate Offsets (X Y)•- 12:0-0-2 Edge] [4:0-2-0 0-2-13] 16:0-2-00-2-131 [8'0-0-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.23 11 S99 350 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Verl(CT) -0.35 10-11 >959 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 HGrz(CT) 0.10 8 n/a n1a BCDL 10.0 Code FBC20171TPI21 Matrix-SH Weight 124lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1102/0-8-0, 8=110210-8-0 Max Hom 2=85(LC 13) Max Uplift 2=534(LC 8), 8=-534(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or2-5-12 oc pudins. BOT CHORD Rigid ceiling directly applied Or 4-0-10 oc bracing. FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-2469/2072, 3-4=-1707/1509, 4-5=-1569/1489, 5-6=1569/1489, 6-7=-1707/1509, 7-8=-2469/2072 GOT CHORD 2-13=-1815/2272, 11-13=1815/2272, 10-11=-1831/2272, 8-10=183112272 WEBS 3-13=0/297,3-11=-789/748, 5-11=451/643,7-11=-789f748,7-10=0/297 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) ione;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip.DOL=1.60 3) Provide adequate drainage.lo 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 20.0psf 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) All bearings are assumed to be SP NO.2 crushing Capacity Of 565 psi. 7)'Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at)olnt(s) except at -lb) 2=534,8=534. 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. No 39380 O: :CIZ.Z SS'0NA` 0"?��` Thomas A Afi ani PE No.39380 MITek USA, Inc. Fl. Cert 6634 6904 Parlor East Blvd. Tampa FL 33610 Date: May 29,2019 ® WARNING -Vonly design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE 1,II-7473 mv. 101XV7015BEFOREUSE easis Design valid for use only Win MTe® connedom This design is based only upon parameters shown, and k for an individual building component. not ��' a1mss system. Before use, one Wilding designer must verify the applimbliry of design parameters and Properly meandered Nis design intone overall Wddngdesign. seeing indicated is to prevent Wilding of individual buss web sooner Moral members only. AESdonaltempararywdpermanembracing MiTeW Isalwapmquimdfwsrabairyendtopreventmllapse An posstle MmwalinjuryoWpmpertydamage. Forgeneralguidanceregardingthe fabn-fion,simage,delivery. erection and trading altruists and Was staining. see ANSIMPI1 Duality Conti OSH-89 and 8LSl aullding Component Saletylp%not that oversold from Trusa Plata Institute.218 N. Lee social. said 312, A mandda, VA 22314. 69M Parke East Blvd. i Tampa. FL U610 Job Truss Truss Type Dry Ply T17179698 1766413 TOB HIP 1 1 Jab Reference (colonel) Builders blrst source, Plant City, FL-32566, 4.00 5x8 = 4 8.240 s May 13 2019 MiTek Industries, Inc. Wed May 29 09:34:43 2019 Page l 4x6 = 5 Scale =1:51.6 ST1.5x8 STP = 10 14 _ 1p v ST1.5x85TP = 3x8 = 2x4 II 3x4 = 3x4 _3x8 = 2x4 II 3x8 = LOADING (psf) TCLL 20.0 TCDL• 7.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inc- YES Code FBC2017ITP12014 CSI. TC 0.72 BC 0.70 WB 0.29 Mald%-SH DEFL. In (too) /dell Ud Ve ifLL) 0.21 10-12 >999 360 Veri(CT) -0.3310-12 >999 240 HoR(CT) 0.10 7 n/a n/a PLATES MT20 I Weight 131 lb GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-10-0 oc pudins. BOT CHORD 2x4 SP Nu.2 BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. WEBS 2x4 SP No.3 ' REACTIONS. fib/size) 2=1102/0.8-0, 7=1102/0-8-0 ' Max Horz 2=-73(LC 13) Max Uplift 2=545(LC 8), 7=-645(LC 9) , FORCES. (lb) -Max. Comp./Max. Ten. -Allforces 250(I1h) or less except when shown. TOP CHORD 2.3=-2516/2087, 3A=-1991/1707, 4-5=-1861/1678, 5-6=1991/1707, 6-7=2516/2087 1 BOT CHORD 2-13=-183912321, 12-13=-1839/2321, 10-12=-1366/1860, 9-10=-1856/2321, 7-9=-1856/2321 WEBS 3-12=-525/538, 4-12=-177/375, 5-10=176/376, 6-10=524/538 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Cpsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and tomes S MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide IIIIIII1111/1j1 j.r adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 bottom chord live load nonconcurrent with any other live loads. `,�I��nn PS A, A \�' psi 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 `% •• G E fV g'•.'9.y'.� will fit between the bottom chord and any other members. ���.Z.� V F '•; �� 6) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. �� NO 39360 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at(oinl(s) except Ut=lb) 2=545, 7=545. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any building is the building designer,per ANSI TPI 1 by the building z particular the responsibility of as referenced code. • 411� - i �•'' �'�iT�Si P •., O R 1 � G��,. S1ON . fill IE;.•��� - Thomas A. Albert PE No.39380 Mifek USA, Inc. R. Cert 6634 6904 Parke Put Blvd. Tampa R.33610 Date: _ May 29,2019 ®WARN/NG- Vw1lydml1n Psramofcrs end READ NOTES ON MIS AND INCLWEBNNEK ERENCE PAGE Nl47473mv, ld QU20159EFORE USE Deslgn valid for use only wiM MTeM connectors. This duege Is based only upon parameters shown, and is for an Ind6Atlual building component not ��• a Vos system. Selee use, Me building designer must verify Me applicabAHy of Met, parameters and properly Incorporate this design Nis Me overall buildingdosign. Binding Mditafefisto prevent WWJing cfindivNual truss web andles Mord members only. Addidanaltemporaryand,cmumentbredng MiTek' If always mWireel for stability and to prevent call with posstue personal Injury antl property damage. For general g.B.Tce regarding in. fabrication. storage. delivery, erodion aM bracing of trusts and Voss syslams. sea ANSVTPH Quality Caserta,0.9E-09 and SCSI Building Component 69M Panne East Blvd. SAetybeformatlon available from Tmsa Plele MsOuta.216 N. Lee SVeet Suits 312, Alexandria, VA 22314. Tampa, FL 36610 - Job Truss Truss Type Oty .Ply T17179699 1766413 T09 HIP 1 1 _ Jab Reference o tional ow,uma, — u.,v, -icon uty, rl-JAop, M.4USMayl32UjUMIIeKlnllUsmeS,IDG WIOMay291,!J 4A42U19 BLtSI Scale=1:51.6 4.6 = 3x8 = 4x6 = 4.00 12 4 5 6 ST1.5x8STP = 13 12 11 10 STIsx85TP = and = 3x8 = 3x4 = 2x4 II 31 = 3x8 = Plate Offsets (X Y)- f2:0-0-2 Edae] 18:0-0-2 Edgel LOADING (psf) SPACING- 2-0-0 CSI. 'DEFL. in (too) /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOLL 1.25 TC 0.59 Vert(LL) 0.25 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.41 8-10 >818 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(CT) 0.11 8 ma n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-SH Weight: 1301b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1102/0-&0, 8=1102/0-8-0 Max Horz 2=61(LC 13) Max Uplift 2=-555(LC 8), 8=-555(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-2 no pudins. BOT CHORD Rigid ceiling directly applied or 4-2-5 Be bracing. FORCES. ill -Max. Comp./Max. Ten. -AII forces 250 (Ito) or less except when shown. TOP CHORD 2-3=-2474/2096, 3-4=219B/1815, 4-5=-2074/1776, 5-6=-2074/1776, 6-7=-2198/1815, 7-8=2474/2096 BOT CHORD 2-13=1854/2297, 11-13=-1B12/2387, 10-11=-1812/2387, 8-10=-1871/2297 WEBS 3-13=-279/406, 4-13=-308/471, 5-13=-474/352, 5-10=-074/352, 6-10=-308/471, 7-10=-279/406 NOTES- (8) 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Extedor(2) zone;C-C for members and fames 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 psf bottom chord live load nonconcurrent with any other live (pads. 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) All bearings are assumed to be SP No.2 crushing Capacity of 565 psi. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except (jt=lb) 2=555,8=555. - 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. 1`11111111111111 '% 0 .. A. No 39380 Thomas A Aftni PE No.39380 M(Tek USA, Inc FL Cert 6634 6904 Paden East Blvd. Tampa FL 33610 Date: May 29,2019 AWARNING-Verify design Parnmoten and READ NOTES ON MIS AND INCLUDED MmEN REFERENCE PAGE NU-7413 rev- f0/UL2015 BEFORE USE Design valid for use anlywith MTek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss, system. Before Use, Pe building designer mug emify Me applicability of design parameters and pmpedy movements this design inn Pe overall buildingdesign. Bmdnghdiratedistopmventbur oga(individual Wssvrebandbr MoMmembemonly. Addisonaltemporaryaelpermanentimdng MITek• Is always required for stability and to prevent collapse with possible personal injury and property damage. Forgenemlguidancoregancing0e fabdrason,storage, deevery, emeton and bracing of Wsses and trusts systems, see AABVIPH quality Wads, DSB49 and BCS1 Building Component 69M Palle East BW. Sarerylnlonnatlan available from Tend Plate Insstote. 218 N. Lee Street, Suite 312. Alexandra, VA 22314. , Tampa, FL 36610 Job Teds ypeOlyPly1766413 FPG T10 "ER 1 1 Job Reference (optional) Bwa]ere First source, Plant City, FL - 32566, 11-a01 7-ao 10-7-a 17-1oa 8.240 s May 13 2019 MITek Industries, Inc. Wed May 29 09:34:46 2019 Page l ID:IQ IrRMMhNt CrlgOvJ54jzQd2._O4ovQyRAVayP7oyJgA41dylrbgbbzhLZXIaRGZBgN 21-6-o taco 2lsao 1-ao 7-o-o as -a 7a-o 3-7-8 7-0 1 i Scale=1:52.2 6xl2 MT20HS = 6xl2M720H5 = 4.00 12 34 = 3xe = 3 13 4 14 15 16 17 185 19 6 ST1.Sx8 STP = 12 20 21 11 22 10 23 24 25 9 ST1.5xe STP = 3x8 = 6xl2MT20HS = 3x4 = Fi7:)B ]a3IN Plate Offsets(%y)— [2:0-5-90-1-141 [3:0-6.00-1-111 [6:0-6-00-1-111 [7:0-5-90.1-14] [9:0-3-80-1-81 [12:0-3-80-1-81 LOADING (psf) SPACING- 2-0-0 CST. DEFL in (too) I/del) L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.44 10 >752 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.50 Ven(CT) -0.61 10-12 >544 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr No . WS 0.76 Hoa(CT) 0.13 7 n/a me BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight 1551b FT=20% LUMBER - TOP CHORD 2X4 SP M 31 'Except' 3-6: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2158/0-8-0, 7=2158/0-8-0 Max Hom 2=-48(LC 32) Max Uplift 2=1195(LC 4), 7=-1195(LC 5) BRACING - TOP CHORD Structural woad sheathing directly applied or 2-10-6 oc purling. BOT CHORD Rigid ceiling directly applied or 5-1-7 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-5843/3080, 3-4=-5391/2922, 4-5=-737413884, 5-6=539112923, 6-7=5843/3080 BOT CHORD 2-12=-2868/5478, 10-12=-3B10r7014, 9-10=-3792171I 7-9=-2822/5478 WEBS 3.12=-610/1397, 6-9=-610/1397, 4A2=1969/1175, 4-10=9/680, 5-10=-9/680, 5-9=-1969/1175 NOTES- (11) 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cal. II; Exp C; Encl., GCpi-0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 nonconcurrent with any Other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No.2 crushing Capacity of 565 psi. 8) Provide mechanical connection (by Others) of truss to bearing plate Capable Of withstanding 10016 uplift at joint(s) except 01=1b) 2=1195,7=1195. 9) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated load(s) 320 lb dawn and 3451b up at 7-0-0. 10616 down and 134 At up at 9-0-12, 10616 dawn and 134 Ile up at 11-0-12, 10616.down and 134 Ib up at 13-0-12. 106 to down and 134 to up at 14-3-0, 106 He down and 1341b up at 15-5-4. 106 lb down and 1341b up at 17-5A,'and 106 lb down and 134 It, up at 19-5A, and 3201b down and 345 to up at 21-6.0 on tap chord, and 2641b down and 86 lb up at 7-0-0, 81 It, down and 20 lb up at 9-0-12, 81 lb down and 201b up at 11-0-12. 81 Ib down and 2016 up at 13-0-12, 81 lb down and 20 lb up at 14-3-0. 81 Ib down and 20 Ill up at 15-54, 81 Ib down and 20 lb up at 17-54, and 81 Ill down and 20 Ill up at 19-5-0, and 264 to down and 861b up at 21-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the faco of the truss are noted as front (F) or back (B). 11) This manufactured product is designed as an Individual building component. The suitability and use of this Component for any particular building is the responsibility of the building designer per ANSI TP11 as referenced by the building Code. LOAD CASE(S) Standard ,1111111111///�' ,,,%, `oPS A. 0 �G E NgF 9�,i•�� No 39380 O 10 N A, 1���,, Thomas A Alban[ PE ND.39380 MITek USA, Ina FL Carl 6634 69N Parlor East Blvd. Tampa FL 33610 Date: May 29,2019 nntin inn me none 2 AWARNING-Vergy Ja¢I9npms... and READ NOTES ON MIS AND INCLUDED M EN REFERENCE PAGE BIA7173 rev. fWDDG015eEFOREUSE Design mild relate only .0 MRnn eks, owecton This design is based any upon pammetersshown, and Is for an IndNlllual building component, not a truss system. Before use, the building designer most venyme applicability of design pammeters and properly incorporate this design Into the overall bugdingdoslgo. Bmdngindimtedistopreventwu lingcfindivldvaltru¢sweban&wr c. membemonly. Addhonaltemp.mryarapermanenlbmdng MOW Is always requlmd W abdulty and to prevent collapse with possible personal injury and property damage. Forgenomi guldanre regarding W, rabdraeon,storage, tlelNary, erepion end bmWgol Wsses and Wsssystam¢, ¢.a ANSYTP1l QualityCiltmla, DS949and Bear Building Component 69N Parke East BW. po Safeyrnrorman era'lable from Tmsa Pleta Inmate, 218 N. Loa Street. Suit. 312. Alexandria, VA 22314. Tampa FL U610 TrussType QtyPlT17179700 F1761411 T10 HIP GIRDER 1 1 Job Reference o Bonal Builders First Source, Plant City, FL-32566, 8.240 s May 132019 Mrrek Industries, Inc. Wed May 29 09:34:46 2019 Paget ID:KZ_IrRMMhNJ CrlgOvJ54jzC_d2-_Q4ovOyRAVaYP7oyJgA41dylrbgbbzhLZ%IaRGzBgA LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-6=-54, 6-8=-54, 2-7=20 Concentrated Loads (lb) Vert: 3=-273(B)6=-273(B) 12=-213(B)9=-213(0) 10=-57(B) 13=-106(B) 14=-1 06(B) 15=106(B) 16=-1 06(B) 17=-1 06(B) 18=106(B) 19=-1 06(B) 20=57(B) 21=-57(B)22=57(0)23=-57(B)24=-57(B)25=-57(B) - AWARNING-VsnGKd.1gn Pammeremand READ NOTES ON 7NISAN0INCLUDWJUFTENRE9ERENCE PAGE NI7473 v, 10g 01SBEFORE USE Design valid far use ordy wiN MTeWcameators, This design is based onlyupon parameters shown, and Is for an Individual building mm avrent not a buss system. Before use, 0e Wgding designer must venly me applimbuty of design parameters and prepedy1mar,ande this design into one manall WildinBdesign. BmdnginSmtedistopmventWtldgoflndiVduMWsewebandlor MoMmembersonly, Addircnal temporary and Permanent bracing MiTeW Ia always required for st,nwyantl to prevent collapse vtlN Possible peracnal injury and property damage. Forgeneralguidanceregardingthe fabdmtl W,6tOra96, deI V¢ry,ere[tlOn and bracing Of Wsse98nd tN5a 6y6tems, 5e9 ANSI/TPI10u01y arrant.,MB-89 and SCSI Buildrnt, Campanenf 69N Parke East Blvd. SAeylnfomnatlon anflabla horn Truss Plate lnsdlute,218 N. Lee Street Guile 312, Alexandria. VA 22314. Tampa,FL 36610 Job Truss Truss Type Dry Ply T1]779707 1766413 T11 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s May 13 2019 MlTek Industries, Inc. Wed May 29 09:34:47 2019 Page 1 ID:KZ_IrRMMhN1 CrlgOvJ541zC_d2-TceA6my3xpjP19M9lOhJarUp6771KXKUnB28zjzBgvs -1-0.0 &3-04 7-0-0 &0-0 11-0-0 1247-2 18-0-0 1PO-0 1-00 &&14 1-8-1 2-0-0 2-0-0 1-6-1 5-314 1-0-0 Style=1:32.8 3x6 20 11 3x6 A m y 4 5 6 1-4 36= Plate Offsets (%Y)— I2:D-3-0 Edgel I4:OJ-0 Edgel 16:0-3-0 Edge) 18:0-3-0 Edeel f10:0-6-0 0-3-41 LOADING (Pat) SPACING. 2-0-0 C51. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vertfi-I 0.22 2-10 >949 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -OA3 2-10 >482 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 HOR(CT) 0.06 8 n/a n/a BCDL' 10.0 Code FBC2017ITP12014 Mamix-SH Weight 73 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 46: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1281/0-&0, 8=1280/0-8-0 Max Hom 2=49(LC 27) - Max Uplift 2=718(LC 4). 8=-718(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc puffins. BOT CHORD Rigid ceiling directly applied or6-5-10 oc bracing, FORCES. (Ib)-Max. Comp./Max.Ten.-All farces 250(Ib) or less except when shown. TOP CHORD 2-3=-2891/1571, 3-4=-2883/1536, 4-5=.2766/1481, 5-6=2766/1481, &7=-2883/1536, 1 7-8=-2890/1571 BOT CHORD 2-10=-1446/2681, 8-10=1399/2679 - WEBS 3AII=-169/337, 5A(Dii 045, 7-10=1701338 - NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1:60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This muss has beendeslgned for a 10.0 DO bottom chord live load noncencument with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No.2 gushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ql=1b) 2=718,8=718. 9) Hanger(s) or other connection devices) shall be provided sufficient to support Concentrated loads) 321 lb down and 345 lb up at 7-0-5. and 106 Its down and 134 lb up at 9-0-0, and 321 lb down and 345 lb up at 10-11-11 on top chord, and 2641b down and 86 lb up at 7-0-0, and 81 lb down and 20 lb up at 9-0-0, and 2641la down and 861b up at 10-11-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 10) In the LOAD CASE(S) sectian, loads applied to the face of the mass are noted as front (F) or back (B). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=54, 4-6=54, 6-9=54, 2-8=-20 11111111110101 _ No 39380 OR Thomas A. Alban) PE ND.39380 Milk USA, Inc. R. Dert 6634 6904 Pads East Blvd. Tampa FL 33610 Date: Mav 29.2019 A wARRINa-Vedlydealgnlusum oxv mdREAD NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE MIA747i IMM015BEFORE USE . Design valid for use only with MT kl) connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a bass system. Galore use, the building designer must veri the appliraVdy ofdesign parameters and proi inex orate Nis design Into me overall buliingdesign. BedngindimtedistopmvenlbuGingofindndud Ov weben&w&om membmmly. Adddonaltempoaryandpermanentbradng MiTek' beN+ays reguire0 fmstability antl bprevenl collapse witb possible personal Injury and property damage. For general guldanw mounting the bomatim,excise, tlellvery, erection and onseng of musses and Was Iasi we ANSIsi Quality Crireda,USa-89 and Best Bantling Compomnt 6904 Parke East OW. Safetylnrarreadon availablemoor Truss PlateInstitute,219 N. Lee smack Sude 312,Alexendna, VAU314. — Tamm, FL U610 Job Truss Truss Type Ory Ply T17179701 1766413 T11 HIP GIRDER 1 1 ' Job Reference (optional) ballasts rust source, Plant City, FL-32566, LOAD CASE(S) Standard Concenvaled Loads (Ib) Vert: 4=-273(F)6=-273(F) 10=-57(F) 5=-106(F) 11=-213(F)l2=-213(F) 8.240 s May 13 2019 MITek Industries, Inc. Wed May 29 C9:34:47 2019 Page 2 ID:KZ_IrRMMhN�CrlgOvJ54jzQd2-Tc 6my3xpjP19M9tOhJarUp677IK%KUnB28zizBgvs ,AWARNINO- VedlydealgnparsmMenand READ NOTES ON THIS ANDINCLUDEDMREKREFERENCE PAGE MIA7473m1 10/0=015 BEFORE USE one, valid for use any wilh Ml cannectms. This design Is eased only upon parameters shown, and Is for an indivltlual bantling Damponent net a Muss System. Before use. Me butting designer must mity Me applicability M design parameters and prapedy Incorporate this design Into Me omen buadingdeslgn. Breams Mtlmated is to prevent buclJing ofindiddual Moss web enNnuchord members only. Addidonaltempararyandpetmanembradr, WOW Is always mgulretl for sMbllity antl to prpvenl wile... man possible seasonal injury and pmpemy damage. Forgenemlguldanceregamingthe fabncabon,storage, us i erecdon and breaths oftrusses and buss systems, see ANSIRPIf Quality Ctiteda, DS849 and Best Building Camposent 69M Parke East BNd. Sefeglnfrnmatlon available from Taus Plate lns6tute, 218 N. Lee Street Same 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply T77179702 1766413 T12 COMMON 1 1 Jab Reference D donal Builders First Source, Plant City, FL-32556, 8.240 s May 132019 MITek Institutes, Inc. Wed May 29 09:34:48 2019 Pagel IOXZ_IrRMMhNv2CrlgOvJ54jzC d2.xpBYJ6zh17rFOxLR5CY6217SORZ308eO,nhV8zBgvr -1-0-0 5.3-15 9-0-a 12.8-1 18-0-0 1-g- 5.3.15 3$1 3-8-1 F A-15 l scale: 318'=l' ST1.5x8 STP = 3x6 = 4x6 = said = ST1.6x8 STP = 3.6 = IA Plate Offsets (X Y)— 12:0.3-0 Edgel f6:0-3.0 Edge] 17:04-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(L-) -0.11 2-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 7.25 BC 0.78 Vert(CT) -0.25 6-7 >827 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017r7P12014 Mahix-SH Weight: 73 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=639/0-8-0, 2=71610-8-0 Max Horz 2=67(LC 16) ' Max Uplift 6=-271(LC 9), 2=-362(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-137711236, 34=-1061/914, 4-5=106V915, 5-6=-1388/1249 BOT CHORD 2-7=-108711268, 6-7=-1103/1281 WEBS 4-7=-341/483, 5-7=361/474, 3-7=-347/457 -BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oC Putting. BOT CHORD Rigid telling directly applied or 5-5-11 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat II; Fxp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exarior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chard in 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) All bearings are assumed to be SP No.2 crushing Capacity of 565 psi. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except Ql=1b) 6=271, 2=362. 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. O' NS � A � ill J. %% q4e `.` � .• �GENS• •9Qi��i No 39380 cc z •����s`S/0NA� ,E�Cj�� Thomas A. Allied PE No.39380 Mrfek USA. Inc. FL Cert 6634 6904 Pafke East Blvd. Tampa R.33610 Date: May 29,2019 AWARNING -Vedfydaaignparomelars and READ N07ES ON THISAND INCLUDEDUTI ENREFERENCE PAGE 114IA7473 rev. fiVVM?01SBEFOREUSE Design wild for use only with MlTekel connectors.ven This design is based only upon parameters sham, and Is for an individual building component not ��' a Was system. Before Vsa, the bubling designer must verfy the applicobJity, of design parameters anal pmpedy incorporate this design Into the overall - buddigdeslgn. among medicated is to prevent budding of individual Was webendrecboid members only. Addidonaltemporeryantlpermanentbmcing M1Tek• Is aWe, required for stability and to prevent collapse with possible personal slur, and property damage, For general guidance regarding the fabticatlan, eiamge, tlelivery,emc5on and bm6ng of Wsses and Wss systems,sea ANSV/PI1 dustily Cooled, DS849 and BCSl Building Component fi904 Parka Ean sure.SoNtylnforma4n oavaJable h,un Tmss Plate Instaute.2la N. Lee BIreeC Suea 3R, Alexandria. VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION i -1 3Iq 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. For 4 x 2 orientation, locate plates 0- 'r+a from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated symbol shown and/or by tact th 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/TPH: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I�6I� dimensions shown scale) I( (Drawings not too sccale) 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILE77ERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® 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 ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 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 collection. 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 pur ins 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 suffident. 20. Design assumes manufacture in accordance with ANSI/TPI1 Quality Criteria.