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HomeMy WebLinkAboutTruss54-01-00 13-00-00 23-05 00 17-08 00 MEMIders {t 11 sV a a a a a a a a a a a Builders FirstSource c s � f 1602 INDUSTRIAL PARK DR PLANT CITY FL - Phone: (813) 759-5922 C71A Cl1A Fax. (813) 752-1532 http://www.bldr.com o General Notes: $ : 'C13A o C73A - Per ANSI/TPI 1-2007 all ' Truss to Wall" Wind Exp ed q connections are the responsibility of the Building Uplift: 1,832 'LJSA Designer, not the Truss Manufacturer, ^ ,� C15A 0.i;� ,, -Dimensions are Feet -Inches- Sixteenths. ' 0 3 0 a 1:1 �7 . - Trusses are to be 24" o.c. unless noted FILED O.H. ;. Uplift: 1,844 a Uplift: 1,796 DH7 Uplift: 1 796 A otherwise(U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first Cll contacting Builders FirstSource. O CJS c �, o -.Immediately contact Builders FirstSource if VT3 A trusses are damaged. - A ' Connection Notes C13� G � v �\ - All hangers are to be Simpson or equivalent P 9 Q 4 U.N.O. � _ 02 00 2-10-0 -. -i Use Manufacturer's specifications for all hanger CJS i / � C15T connections U.N.O. I aG.� Use lOdx 1 1/2" Nails in hanger connections to single ply roof girder trusses, a0 IL1N \ Floor Truss Notes: tes: -.Shift truss as required ed to s.EJ7 avoid Plumbing trap VT6 �'� � IQGk�dC � V A\ -Installation Contractor and/or Field Supervisor %/ are to verify dimensions, trap loCMions, and Ell y `, options prior to installation Dimension Notes: 0' 6' EIL[' \., A A ,, ', EJ7i - Drawing not to scale. Do not scale dimensions EJ7 \ FAT ROBAaSSD N 07 i EJ7 COQUINA, AVE SPEC Ell Lot-6906COQ �7 S o k TA M PA a a a _ a a: a a a o N N N < a a a a _ a _ _ a a _ a a O m N EJ7 S . 'RF^,"_NM- • a, vl ,p �. .- h """. -.," x.,. n. .'.k4[ 'f l,. hjl /, F - E)7 _ - EVwxrrrnn.n N 7 "mxmm mr� f i' i EJ7 O v _ 7-00-00 O O O O. Ow O O O O O l O O O O O O O 0. O t 7-00-00 _ � — o N N N N N N N N N q / N N N :N o o i ' � N N N� N� E77 EJ7 � i 0 LI G m " E17 �� «""�. / iHEIG fj 3 EJ7 i E17 ,""�"" ;� 3- � 0" c �m Ell i Ell o CO VT2 1 o Wind Exioosei 2 E37B EJ2 ZJ3. 2 06- -0 -00 -00-00 2-00-00 -00-00 -00-00 �O6-0 Uplift: 1,984 U 111 2634 pliRt 1,781 BH3 mmom M CJ Cl ,: S 4 c'0 '_ (7 C7 C7 C71 2 '-" 2 Uplift: 1,856 3 y✓� o � 0100 '.. : CJi of 1� r� ©V 1r CO — 60'. Z, (i Designed. By: LR Layout: 2235369_LAY Date: 03/10/20 Revision History: - Revl:[???] Rev2i'r??71 RE: 2235369 - Site Information: Customer Info: FAT ROBASSON Lot/Block: Address: 6906 Coquina Ave, _ City: Fort Pierce Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: 2235369 Model: Coquina Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 49 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date CJ3 4117/20 4/17/20 4/17/20 4/17/20 4/17/20 4117/20 4117/20 4117/20 4/17/20 4/17/20 4/17/20 4/17/20 4/17120 4/17/20 4/17/20 4/17/20 4117/20 4/17/20 4/17/20 4/17/20 4/17/20 4/17120 'L 23 24 25 26 27 28 29 31 33 34 35 36 37 38 39 40 41 42 43 44 Seal# Truss Name Date T20005156 CJ3A 41171, T20005157 CJ3T 4/17/, The truss drawing(s) referenced above haver been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdicl on(s) identified and that the designs comply with ANSI/rPl 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 properly incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. ThenmA. Aldant PE No.39380' Mirek USA Inc. R. Ocrt 6634 6904 Parke Past Blvd. Tampa R. 33610 Date: April 17,2020 Albani, Thomas I of 2 MiTek® RE: 2235369 - Site Information: Customer Info: FAT ROBASSON Project Name: 2235369 Model: Coquina Lot/Block: Subdivision: _ Address: 6906 Coquina Ave, _ City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T20005178 VT2 4/17/20 46 T20005179 V173 4/17/20 47 T20005180 V1­4 4/17/20 48 T20005181 VT5 4/17/20 49 T20005182 VT6 4/17/20 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Ory Ply T20005134 2235369 A Roof Special 2 1 Job Reference (optlonal) Builders First Source, Plant City, FL-32566, i ST1.5, (TYPICAL OF ALL TRUSSES IN THIS JOB.) 8.240 s Mar 9 2020 MTek ER'Ie Inc. Fri Apr 17 12:32:23 2020 2-10-0 8-64 148-0 16-0-0 78-0-0 251-72 30.9-0 1 ]y 2-10-0 SIP i 8-7-12 1450 1A-0 7-1-12 5-7-0 2. 0 Scale = 181.8 Plate Offsets (X,Y)— I4:0.3-O,Edge1. (9:0-2-8,0.2-01.114:0.3-0,0.3-121 LOADING (psq SPACING. 2-0.0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Verl(LL) 0.61 15-26 -63D 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0.75 Vert(CT) -0.72 15-26 >540 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Hoa(CT) 0.29 27 me n/a BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 204 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Excepr 1-4: 2x6 SP M 26 BOT CHORD 2x4 SP No.2'Excepr 2-14: 2x6 SP M 26, 17-18,19-20.10-12: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 27=0.3-0 BRACING - TOP CHORD Structural wood sheathing directly applied, except end veNcals. BOTCHORD Rigid calling directly applied. WEBS 1Raw at midpt 3.14,7-14 Max Hom 1=270(LC 9) Max Uplift 1=673(LC 10), 27=-674(LC 10) Max Grav 1=1196(LC 1), 27-1172(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 25D (II or less except when shown. TOP CHORD 2-22=-093/154, 2-3=3310/2352, 3.5=1948/1440, 5-6=1878/1586, 6-7=-1403/1181, 7-8=1678/1204 BQT CHORD 2-15=2255/3155,14-15=2256/3157, 13-14=1010/1480, 10.13=237/352, 9.10=229/401 WEBS 3.14=1596/1198, 5-14=266/334, 6-14=822/111 1, 7-14=407/239, 7-13=133/Z85, 8-13=-799/1165,3-15=-209/495, 8-27=1187/826 NOTES- 1) Unbalanced roof live loads have been-corssidered forfhis design. 2) Wind: ASCE7-10; Vuft=170mph (3-second.gusq Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=33ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor42) 0-0-0 ta3-10-10, Interior(l) 3-10-10 to 16-3-3, EMedor(2) 16-3-3 to 22-9-13, Intedor(1j22-9-131032312 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) All plates -are 2x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0-psi bottom chord live load noncencurrent with any other live loads. 5) - This buss has been designed for a 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 fd between the bottom chord and any other members. 6) Bearing at joint(s) 1, 27 Considers parallel to grain value using ANSUTPI 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 6731b uplift at joint 1 and 6741b uplift at joint 27. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom Chord. - - 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. No '39380 rn i R.33610 April 17,2020 ®WARNING - Vwlty dW1m pammemn end READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGEWh7475 rev. IdWOROi S BEFORE USE Design said for use cel wM MTeeleconnecmm. This desyn Is based only upon parameters shown, and is loran InowfuN beRWag Comport.net I a some system. Woe ass,"building designer muMverilythe appli abiMy of design parameters and pmpeilyhesTan a Nis design Nro the overall bWlSmgdeslgn. amcmgindkated is to pra MbutldmgdMdMduM nwftmn wOodmembmaonly. AdditionaltemporaryaMpeimaneNGaGng MiTek- ld always required fortlabgny end to pravaM mgepsa with possiNe permiml INiar and PmpeM damage. Pod general reAaibe fea, degvery, a frobraCng of Waaesend tems,sea ANSM11 Dgelry (aed., DSIdand SCSI Bulltlig Component Sacs Porto, East BN. SefeyhrWmahbn from Truss Plate Institute, 219 N. Les Stmol, Suite 312, Almmntlda, VAA14. Tempa,R S6610 Job Truss Truss Type Oly Ply T20005135 2235369 Al Roof Special 2 1 Job Reference o tional Builders First Source, Plant City, FL-32566, i 5A0 12 2,01 11 Si 8.240 s Mar 9 2020 MTek 4xs = Inc. Fri Act 17 12:32:24 2020 Srale=182.9 15 — 10 9 Site= Sias= exit It 2x4 II 3x4 4x4 — 3xa II 9-0-0 1B-0-0 261-12 309-0 32-9-0 9-0U 9-0O 7-1-12 5-71 2-0-0 114 Plate Offsets (%Y)— [1:0-1-6 Edge] (8:0-2-12.0.2-0I (15:Edae 0-3-81 117:0-1-7.0.1-121 LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(L-) 0.22 17-20 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.4015A7 >987 180 MT20HS 1871143 BCLL 0.0 - Rep Stress Ina YES WB 0.78 Horz(CT) 0.11 9 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1971b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 5-15,10-12:2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at Inidpi 14-17, 7-14. 8-13 REACTIONS. (size) 1=0-8-D, 9=Mechanical Max Harz 1=273(LC9) Max Uplift 1=8B0(LC 10), 9=694(1_C 10) Max Great 1=1206(LC 1), 9=12D6(LC 1) FORCES. (Ib) - Max. Comp-tMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=2605/1817, 2d=2338/1633, 4-5=170611352, 5-6=1663H4",, 6-7=1460/1219, 7-8=1697/1217, 9.11=11727845, 8-11=1127/864 BOT CHORD 1-17=1771/2442, 5.14=140f288, 13-14=1021H497 WEBS 2-17=405/435, 4-17=47/380, 14-17=1367/1834. 4-14=613/484. 6.14=789/1024, 7-14=-374/234,7-13=-155/296,8-13=936/1358 NOTES. 1) Unbalanced roof live loads havabeen considered for this design. 2) Wind: ASCE 710; Vuh=l7Dmph (3-second gust) Vasd=132ni TCDL=4.2psf, BCDL=S.Opsf; fr=t5ft; B=451t' L=331t; eave=oft; Cat. II; Fxp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-D-0 to 3-35, Interior(1) 33.5 to 16-3-3, Extenor(2) 16-3-3 to 22 9-13, Intel 22-9-13 to 32-7-4 zone;6C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwiscAndirated. 4) This truss has been designed for a 10.0psf 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 680 Ib uplift at joint 1 and 694 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16'slmctural wood sheathingteapplted directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. O%°Q�AS A A4 t.,JI 9 . No 39380 ORfOP,r��,. Thomas A Nbanl'.PE'No.39380 MRek'UK Inc. FLLert 6634 6904 Parka East Blvd. Tampa R.33610 Date: April 17,2020 ®WARNING -Verily dead, p amerers antl REND NOTES ON THIS AND INCLUDED AVTEK REFERENCE PAGE wh7i r e, 10,031015 BEFORE USE Design vaid for use only warMTeal cannool This design is based any upon parameters shown, and 13 W an Monitored Fallen componi no a Voss endam. Beforeu the buim lding designer ust wiry the app6abedy of deep Personalendp=t tproy inwryoa rNw S design We aall building design. Bracing indicated is to prevent auW g of lndMdual Vuss web anlar Nrd m oembers only. Adenlotem porary mporary and Montreal Mating Mirek' Is allays required for slaaildy and to prevam collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delhrery, treason and among of trusses and tans systems, nee ANSITP/f Quality Okada, Doi and SCSI Sullding Component e904 Parke East ii S nadylniormarlon available kom Tars Plate Ins 1Wa, 21e N. Lea Street, Sul.312, AlexendM, VA22314. Tempe. FL MI Job Truss Truss Type Cry Ply T20005136 TJob 2235369 A2 COMMON 3 Reference (optional) Builders vim bounce, clam nary, rL-4ZIII, SSH 5.D0 12 5 ST1.5s C.Z4U a mar a Zulu ail I eK Inausenes, Ind. Fn Apr 1 I II:3Z:35 Luau Scale =1:69.6 I$ .. ..., 13 Axe = 3z6 = 3x4 = 4xB = 4x6 = 3x4 = 44 = 10.7-12 1963 I 285-5 Plate Offsets (X,Y)— 13:0-3-0,Edge), 17:03-0,Edgel LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) gdee L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.34 11-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 Sc 0.81 Vert(CT) -0.57 15-18 >826 180 BCLL 0.0 Rep Stress Ina YES WB 1.00 Horz(CT) 0.15 9 n1a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 192 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.1'Except• 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0.8-0 Max Horz 1-361(LC 8) Max Uplift 1-821(LC 10). 9=938(LC 10) Max Grev 1=1455(LC 15), 9=1524(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigld ceiling directly applied. WEBS 1 Row at micipt 6-13, 4-13 FORCES. (lb) - Max. Comp,/Max. Ten. - All lorces 250 (Ib) or less except when shown. TOP -CHORD 1-2=3179/2314, 2-0=2799/2015, 4-5=1968/1604, 5-6=1968/1604, 6-8=2792tl977, S-T=3166/2243 BOTCHORD 1-15=1952I3159, 13.15=1396/2448, 11-13=1381/2292, 9-11=1873/2897 WESS 5-13=783/1160.6-13=871/632,6-11=169/581, 8-11=516/486, 4-13=875/652, 4-15=210/568; 2-15=524/539- NOTES- 1) Unbalanced roof live bads have been considered forthis design. 2) Wind: ASCE 7-10; Vu11=170mph-(3-xmnd gust) VaSdo132mph; TCDL=4:2pSF, BCDL=S.OpsQ h=15ft; B-05ft; L=39ft; eave=5ft; Cat. II; ExPC; End., GCpi=OAB; MWFRS (directional) and-C-C Extenor(2) 0-0-Oto 3-10-14, IntedDgl) 3-10-14 to 15-7-10, EMedor(2) 15-7-10 to 23-5-6, Inlerlor(1) 23-5-6 to 3652, Exterlor(2) 36-6-2 to 40-5-0 zone;C-C for members andforces8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord Eve -load nonconcumerd 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 in-between the bottom chord and arty other members, with-BCDL =1 O.Opsf. 5) Provide mechanical connection (by adders) of truss to bearing plate Capable of withstanding 821 lb uplift at joint 1 and 938 In uplift at joint 9. 6) This truss design requires that a minimum of 7/16° structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheebock be applied directly to th"oflom chord. Apfil 17,2020 ®WARNING-VmgydeggnpaannelereandREADNOTESONTHISANDINCLUDEDMITEKREFERENCEPAGEHAW2ay.W02g015BEFOREUSE Design void for use only wM MRelm® connectors. This design Is bssed only upon parameters shown, and is for an IdlNduo Idioms component, not a toss system Before use, the building destgner mug vent' W sppnrab,Ny of deep paamelem and property incorporate Ws design Into the Dwain bWong design. Bractng lMicgad is to prawns Wodung of lndMdual Wss web andlor shorn meneasary. Additional tenpoary and pemmanam barbs MiTek' Is always required for Lablay and to pmrerd wnapae with pouide personal injdy and ppedy damage. For ganere pidan a n,gandm um, febrdUon, storage ,delivery, erection and badng oftrusses and truss systems, see ANSVTP11 QualityCdado, DSBA9 and SCSI Bullding Component 69N Parke Eed SNd. SereglMormedo , awllable lam Truss Plate Ing4de, 218 N. Lee Stmel, Suite 312, Alexandra, VA22314. Tampa, FL SCSI Job Truss Truss Type Ory Piy T20005137 2235369 All) HIP 1 i Job Reference (optional) emiaers rim pounce, Hans airy, rc-ZZ000, ST1.6x8 STP = 23 3x8 = 5.00 12 3x4 i 24 4 44?x4 3 2 16 15 27 28 4x6 = 3x4 = ni ,i , ID:FTvhFc39ZAyEiAFgmjOvg=g4A�DIDObto_OFid1guDYTZa7b 1 25 8 37MB 6 39- -1-0 .7.0 7-06 6< 54 - 54 5 6 25 3x4 C 7 Axe 8 2xd i 9 14 29 30 13 12 5X12 = 3x4 44 = 167-12 196A 285-0 39-1-0 1M1]_19 all 0.1f419 9n7d9 Scale=1:72.8 e5 d ST1.5xa STP = 26 10 11 1v D 44 = Plate Offsets(%Y)- ry:0-6-00-0-6) (3:0-3-0Edgej (5:0-3-00.2-4) (6:0-3-00-2-0j [8:0-3-0.Edge] f14:0.5-12.0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Vdeff Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.33 12-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.5716-19 -821 180 BCLL 0.0 Rep Stress Ina YES WB 1.00 Horz(CT) 0.15 10 We nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2021b FT=20% LUMBER - TOP CHORD Zx4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 13.15: 2x4 SP No.2 WEBS 2x4 SP ND.3 REACTIONS. (size) 1=0-8-0, 10=0-8-0 Max Horz 1=302(LC 8) Max Uplift 1=-821(LC 10). 10=938(LC 10) Max Grav 1=1445(LC 1), 10=1519(LC 1) BRACING - TOP CHORD Structural wood sheathing direafy applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at mldpt 7-14 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=3179/2328, 2-4=2797/2041, 4.5=1979/1645, 5-6=1793/1620, 6-7=1958/1630, 7-9=2792/2006, 9-10=3167/2266 BOT CHORD 1-16=1969/2997, 14-16=1435/2333, 12-14=1423/2291, 10-12=1901/2898 WEBS 2-16=484/519, 4-16=197/559, 4-14=796/651, SA4=394/617, 6-14=398/614, 7-14=807/640, 7-12=158/561, 9-12=-4761474 NOTES- 1jUnbalanced roof live loads have been considered for this design. 2) Wind: ASCE-7-10, VuK=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cal. II; Exp C Encl., GCpI 0.18; MWFRS (directional) and C-C Exterior(2) O-D-O to 3-D-0, Inlenor(1) 34 -0 to 14-9.1, Exlenor(2) 14-9-1 to 24-3-15. Interior(1) 24-3.15 to 37-5-0, Exterior(2) 37-5-0 to 40-5-0 zone;C-C for members and forces & MWFRS-for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60L 3) Provide adequate drainage to prevent water pone ing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 5) •This trosshas been designed for a live load DI 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 1 and 938 lb uplift at joint 10. 7) This truss design requires that a minimum of 7116• structural wood sheathing be applied directly to the top chord and 112" gypsum sheebock be applied directly to the bottom chord. A. S No 39380 April 17.2020 ®WARNING-VeMydesl inp ramelers andREAD NOTES ON THIS AND INUUDED MIIEKREFEMNWPAGEMA7473 rev 10473R1,15BEFOBE USE. Deagnvygemusaonly an MbeiWhg nlyddepmmmn:eho+m,analedyhn M1Alaelmu rw1 �� esigwmmu fignieapphd sipnonero tla.i�errieseoexrall e Vuea.yrtMn Baforea.e Vieedist Apmwq maetverirydMdua]Msswer4esgnpoMmtmammp .�IymwryorAeo b Weeweban, opropmy al lempmryaaipennaneN brecolA lAlMicand is topredenlllapse MiTek' inpos'M4ual abingsreuired son injuryen4 propeM4am an darbae. Forger balwaysrequ'vagfareWelllly endioprevent weepsewilepoendopis I ualftyerolAa DS 9mdBNa fe5ricetion, slorsge, tlelivery,eroalion and brocinA Mtrosseaen4 Wee eystema, eea ANSVIPIi Dually OR(eda, DSB418 en0BCS/Bulltling CpmpaneM Watered, 6904PeE6alBM. Sererylnlametlon available M1dn Trvss Plate InnMNe, 210 N. Lee Street, aulle 312 Nexanrlea. VA 22314. Tempe, FL 36610 FL Job Truss Truss Type 01y Pty T20005138 2235369 A11 HIP 1 1 Job Reference (optional) isumers First Source, Plant fifty, FL- 325b6, 824D s Mar 9 2020 MTek Industries, Inc. Fri Apr 17 12:32:262020 Page 1 ID:FTMFc39ZAyEiAFgmjOvg=g4A-06nPEkbVZIMKuHDDGuRn6AMDdaWfuBAeSO pW 64-8 135-0 17-0-0 22-1-0 2541-0 32-8-0 3&1-0 6N 64A 741-8 37-0 6.1-0 37-0 7-0-8 84A -40 i ST1.5x0 STP 44 = = 5.00 12 SSAEse — 5 0 l0 l> L/ 4x6 ama 3x4 = 1. 5X12 iV li lL 3X4 ee 4x5 = STals-1:72.2 IL STIEst, STP = 26 10 11 d 4X6 = 10.7-02 1968 2&5-0 39-1-0 I Plate Offsets (X,Y)- (3:0-30,Edgel, (5:0-3-0,G-2-41.16:0.30,0-2-41. 18:D-3-0,Edgel LOADING (lest) SPACING- 2-0-0 1 DEFL. in (loc) gdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.34 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(Cl) -0.5716.19 >830 180 BCLL 0.0 ' Rep Stress Ina YES WB OA2 Hom(CT) 0.15 10 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 201 he FT=20% LUMBER - TOP CHORD Zx4 SP No.2 BOTCHORD 2x4SPNo.l'Excepl' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-", 10=0-8-0 Max Harz 1=-272(LC8) Max Uplift 1=-821(LC 10), 10=938(LC 10) Max Gmv 1=1445(LC 1), 10=1519(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid calling directly applied. WEBS 1 Row at midpt 4-14.7-14 FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or lessrxcept when shown. TOP CHORD 1-2=-3i85/2434, 2-4=-2795/2134, 4-5=1984/1734, 5-6=1979/1779, 6-7=19B4/1734, 7-9=2788/210D, 9-10=3172/2373- BOT CHORD. 1-16=206913005, 14-16=1513/2325, 12-14=1500/2282; 10-12=2000/2904 WEBS 2-16=-097/540, 4-16=205/569, 4-14=748/613, 5-14=388/578, 6-14=393/579, 7-14=745/598, 7-12=169/563, 9-12=-090/494 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7 10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=S.Opsf; h=15fl; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18• MWFRS (directional) and C-C Exterior(2) 0-0-0to 3-D-0, Inderior(1) 3-0-D fort 2-9-1, Extedor(2) 12-9-1 to 26-3-15 Interior(1) 26-3-15.to-37-5-0, Exterior(2) 37-5-0 to 40-5-0 zone�_C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Pmvide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load noneonallment 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 fat 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 821 he uplift at joint 1 and 9381b uplift at Joint 10. 7) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied directly to the bottom chord. A. Z. No-'39380 April 17,2020 ®WARMNG-VerlfydWgn parameters sedREAO NOTES ON THISANO INCLUOEOMITEKREFERENCE PAGE MIF703 rw. 10/012015 BEFORE USE. Ossign valid for use cnttrw0h Mfrek®cmmmdors. This design is Issi a* upon Parameters shown, and is Wan IMINdual Wilding mmporaK nalIN gauss system Belme use, the buiWmp tlesignar munveriy W eppGrabWryof design parameters and pmpeM Inmryorate Mts tlesign trdo the ovem0 buildmgdesgn. BrdWgindifffiedlslopmwM buctWg olNOMdualWuweb antllm NON mertdxrs only. Adddmiultemporar,andpeimenaNbreang M7ek' b always required lordebgdy entl to pmveN w0apsa wOn pos4Me persoml INiaY and pmpeM damage. Forgenaial puldance repaNhg the fabrication, storege, tlei :sra0un and bracing aftrusses and truss systems, sea ANSV1PIf 0YtlIQ CORde, OSBdB and SCSI Building CamponeN Safetyl.dawro : eva0arsla ft. Truss Plate ln5lftute,218 N. Lee Sued, Suite 312, A ssandna, VA 22314. 69U Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20DO5139 2235369 AH7 ROOF SPECIAL GIRDER 1 as G Job Reference (optional) builders HM source, clan Gli rL-Ubbb, 0.14u s mar V zueu run eK mvUAnes, Ina. rrl Npr 111z:JC.w zva raga 1 4x8 = 8x8 = axis= 2x4 I 4x8 = 5.00 12 4 25 26 5 2726 29 6 30 31 7 8 32 Sx8 = 2x4 8x8 = 33 9 3435 38 3710 11 Scala =190.1 Sxs = ., 2x4 11 38 I� 21 39 40 20 41 19 42 18 43 44 77 45 46 16 47 48 15 49 50 51 14 3x6 = 4xB = 4x10 MT20HS = 3x8 = 2x4 11 Bx12 MT20HS = 4x12 = 6x5 = 2x4 II 3b-0 7.09 12-1-0 1 17-0-12 22-0-0 I 28-11-12 1 32-1-0 I 38A-0 3&1-0 d_e r Jl ,_ Lill �_41h Plate OBsets(XY)- (4:0-0-00-2-21 (10:0-2-4.0-3-121 (11:0-3-o.Edgel t12:030.D-2<I rl6:D-54.03-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. In (loc) Won L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.77 17-18 >610 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.9417-18 >497 180 MT20HS 187/143 SCLL 0.0 ' Rep Stress Ina NO WB 0.64 Hom(CT) 0.21 14 Iva n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 45316 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2'Except' TOP CHORD 4-8,8-10: 2x6 SP No.2 BOT CHORD 2x4 SP No.t BOT CHORD WEBS 2x4 SP No.3'Except' 12-15: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 14=1slechanical Max Horz 2=148(LC 25) Max Uplift 2=1827(LC 8). 14=1984(LC 8) Max Grev 2=3072(LC 1), 14=3319(LC 1) FORCES. (lb) - Max Comp7Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=7176/4110, 3-0=7092/4043, 4-5=6654/3841, 5-6=1 1043/6382,6-7=1104316382, 7-9=-9379/5487,9-10=-9318/5429,10-11=-6895/4072, 11-12=-7256/4294, 12-13=2551168 BOT-CHORD- 2-21 =3808/6566, 20-2-1=5469/9574. 18-20=5469/9574, 17-18=6278110959, 16-17=-6278/10959, 15-16=3760/6464, 14-15=157612641 WEBS. 4-21=1062/2240, 5-21=-3419/1976, 5-20=3a(13, 5=18=968/1726, 6-18=-627/611, 7-17-0/442, 7-16=1845/990, 9-16=700/664, 10-16=186DI3371, 10-15=124/394, 11-15=2557/1545, 321=-33M89, 12-15=3067/532Z 12-14=3680/2197 Structural wood sheathing directly applied or 4-1 oc putting, except end verticals. Rigid ceiling directly applied or 5-4-9 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3')tlails a ifollows: Top chords connected as follows: 2x4 -1 row at 0-9-0 Do, 2x6 - 2 rows staggered at 0-9-0 Do. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follcws2x4- i now atD-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: VuB=170mph 13-second gust) Vai32mph; TCDL-4.2psf; BCDL=S.Opsf; h=15ft; B=451t; L=24ft; eave=5fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip DOL=1.60 5) Pmvide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 last bottom chord live load nonconcument with any other live loads. 8) ' 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 id between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to beading plate capable o1 withstanding 1827 lb uplift at joint 2 and 19841b uplift at joint 14. 3ntinued on page 2 �`eo,'OAS A Q No '39380. Z. Thomas A Albaril PEADIMI)' MRek'USA. Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610- OaW. Aoril 17.2020 WARNING- Variydnalen Pammerers enCREAO NOTES ON 7MSANDINaUDED4 KREFERENCE PAGENA7473 rev. 111,1471015 BEFORE USE vaid for use any with MTeM wnnemors. This design Is beans may upon pemm ons shown, and Is for an Individual building component, nth IMFDesign a truss system. Before use, the building designer must ruby me appllwblity of design parameters and properly Incorporate cols design Into Me overall bullENgdeslgn. BreGng Indicated Isto prompt buckling of indiifirussweb anNmchmd members only. Agodsonaltempo2ryandpemhaneMbracing Mew is afwap required forsNbiay and to pswent collapse won Possible personal Injury and propedy damage. Forgeneralgodanceregmdirgthe (abdrabw. doroga, derwery, erection and bmtlrry afWsses erM Noe ry9ems,see ANSI 10ua01y Comdq DSBa9and BC iBull6ng Camp OM 6904 Parts Fast evil. SmicW nrormaflon ..liable bmn Truss Plate InsltMe, 218 N. Lee M.d, 8uha 3/2 Alosandrie, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20005139 2235369 AH7 ROOF SPECIAL GIRDER 1 Ley Job Reference (optional) guilders First Source, Plant City, FL-32565, 8.240 s Mar 92020 MTek Industries, Inc. Fri Apr 17 12:32:43 2020 Paget ID:FTvhFc39ZAyEtAFgmjOvg=q4A-0NJgoYp9YVKSV4UgYmBMJ6 sKN6CH=Ko2CKZPpL2 NOTES- 11) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb doom and 371 It, up at 740-0, 155 lb doom and 189 lb up at 9-0-12, 155 lb down and 189 lb up at 11-0.12. 155 Ib down and 189111 up at 13-0-12, 155 lb do= and 189 Ib up at 15-0-12, 155 Ib down and 189 Ib up at 17-012, 155 III dawn and 189 lb up at 19-0-12. 155 lb down and 189 lb up at 20-D-4, 155 lb down and 189 Ib up at 22-0-0, 156 lb down and 189 to up at 24-04, 155 He down and 189 III up at 26-0-4, 1551b down and 189 lb up at 28-04. 155 to down and 189 lb up at 30-0.4, and 155111 down and 195 lb up at 32-1-0, and 48 Ib down and 89 to up at 38-0-4 on top chord, and 353 lb down and 1341b up at 7-0-0. 81 lb down at 9.0-12, 81 Ib down at 11-0.12, 81111 down at 13.0-12, 81 lb down at 15412, 81 lb down at 17-0-12, 81 to down at 19-0-12, 81 lb down at 20-04. 81 lb down at 22-0-4, 81 lb down at 24-Oi, 81 lb down at 26-0-4, 81 lb down at 28-D4, 81 Ib down at 3D-0d, 81 III down at 32-0-4, 226 lb down and 187 lb up at 34-0-4, and 226 lb down and 187 lb up at 36-0-4, and 172 lb doom and 110 lb up at 38-0.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ph) Vert: 14=54, 4-10=54, 10.11 =54,11-12=54. 12-13=54, 14-22=20 Concentrated Loads (lb) Vert: 4=174(1`) 10=114(F) 21=353(F) W-61(F) 6=114(F) 17=61(F) 7=114(F) 15=61(F) 25=114(F) 26=114(F) 27=114(F) 29=114(F) 30=114(F) 31=114(F) 32=114(F) 33=114(F) 34=114(F) 36=114(F) 39=10(F) 39=-61(F) 40=-61(F) 41=61(F) 42=-61(F) 43--61(F) 44=61(F) 45=61(F) 46=61(F) 47=61(F) 48=61(F) 49=226(1`) 50=226(1`) 51=172(F) ® WARPING -WroYEesl9n 1a2mermand READ NOTES ON TMSAND INCLUDED AUTEKREFERENCEPAGENS7473 rev. IMM015 BEFORE USE. Design vautl Soruu onywub MlTeMcennedors. TN3 design IS based ony upon parmains cbvan, and Is for en IW Wdusl Wgdng mmponem, not a Sivas sWaaa. Before use, the b,uldNg desgnermus[veriytha appn.cWIyaf design parameters and property lncolparAethis design NS Me overall I ldNgdesign.amGngNdkAedlslopresadWG9n9ofNd'MdualWsswebeM/mMordmemberany.Atltldionaltampomryandpemtanembmdng MOW rs ehvaye mqu'ved far pab9Ayantl to preveN mllapu v.9h passible pemaal in)ury antl pmperry tlemeye. Fargemnal,k once regarding the ImmagoR stareyye, dernery, ereclion and bmUng oftmssee and trues systems,sea ANSBTPH Quality Cdrede, DS"9 and BCSI SuIaling Companmd 0904 Perko East BNW. Sofmylnformotlon eva0able hom Truss Plate InslgNe, 210 N. Lee Street, SUAe 312, Aleaentlrie, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ly Ply T200a5140 2235369 AH7T HIP GIRDER 1 as L Job Reference top ional Builders; First Source, Plant City, FL-32555, 524U S Mar 9 ZUZU MI I CK InOwMe5, IOC. Fn Apr 11 TZJZ462UZO 5.00 12 9x12 = 4x8 = 3x8 II 4X12 = Asia =6.5 = 34 II 44 = &to = 35 3 W 4 37M 5 39 6 AO 7 41 8 42 9 43 44 45 10 As 47 AS 11 Seale =1.12.2 2x4 12 ST1.S%BSTP = fi 3 14 1$1¢ 3x8 I 21 20 19 18 55 18 15 25 ]z14 MT20HS 51 52 53 54 1] 5B 5] SB 6x12 MT20HS = 4z4 = 3z4 = 7x10 = 3x4 = 4x10 MT20HS =4x4 = 3x4 3x6 = ST15xBSTp = Tali = 3x8 = 2-10-0 7-0-0 10.Di 12-9-0 16D-13 19-2-15 23-511 27-8-e 32-0-0 39-1-0 r I Plate Offsets (X,Y)- 11:0-8-1 LO-0-01. (2:0-0-14.0-0-0I 111:0.34.0-5-8). 12D:0-3-8,Edael.122:0.5-4,D-0-81 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.83 19-20 >558 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.0019-20 >465 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WE 0.51 Holz(CT) 0.38 13 n/a n/a BCDL 10.0 Code FBC2017rfP12014 Matrix-MSH Weight 564 lb FT-20% LUMBER - TOP CHORD 2x8 SP 240OF 2.OE *Except* 11-14: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-22: 2x6 SP M 26, 17-21,13-17: 2x4 SP No.1 WEBS 2x4 SP M 31 OTHERS 2x8 SP 24ODF 2.0E LBR SCAB 1-3 2x8 SP 240OF 2.0E one side REACTIONS. (size) 1=0.8-0, 13=0.8-0 Maxi 1=139(LC (3) Max Uplift 1=-1845(LC 8), 13=1851(LC 8) Max.Grev 1=3056(LC 1). 13=3079(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 44-14 oc purling. BOT CHORD Rigid ceiling directly applied or 54-5 ac bracing. FORCES. (Ib) - Max. CompiMax. Ten. -AU forces 25044b) or less except when shown. TOP CHORD 2-26=1t29/774, 23- ^.-160V6972,.3-0=13634/8171, 4-5=1554&9223, 5b=15386/9132, 6-7=11321/6691; 7-9=11D4716487, 9.10=1104'7/6487, 10-11=9380/5514, 11-12=7092/4097, 12-13=7197/4177 BOT CHORD. 2-24=-6555/11197, 23-24=6617/11307, 2233=7952113634. 20.21=-45D1795, 19.20=-6332/11009, 1B-19=-6472H1321, 16-18=5284/9369; 15-16=-361116560, 13-15-3724/6590 WEBS 3-24=737/1298, 1145=71/599, 519=1991448 6.20=3406/2113,20.22=6216/10794, 6-22=2936/4980, 11.16=2017/3423, 7-18= 361/245, 1 D-16=1705/1210, 9-18=-696/605, 10-18-1180/2035, 12-15=366/381 3-23=1537/2781, 4-23=1278/798, 422=1226/2262 NOTES. 1) 2-ply truss to be connected together with 10d (0.131"41-Rails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at D-9-0 oc, 2x4 - 1 now, at 0-9-0 M. Bottom chordszannerded as follows: 2x4- 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4-1 row at 0-2-0 oc, Except member 7-19 2x4- 1 row a10.9-0 oc, member 15-11 2x4 - 1 row at 0-9-0 oc, member 19-6 2x4 - 1 now at 0.9-0 oc, member 6-20 2x4 -1 row at 0.9.0 oc, member20.22 2x4 -1 row at 0-9-0 oc, member 22-6 2x4 - 1 row at 0.94) oc, member 16-11 2x4 - 1 row at 0-9-0 oc, member 18-7 2x4 - 1 cow at 0.9-0 oc, member 16-10 2x4 - 1 row at 0.9-0 oc, member 18-9 2x4 - 1 row at 0-9.0 oc, member 18-10 2x4 - 1 row at 0-9-0 oc, member 15-12 2a4. 1 row at 0.9-0 oc, member 3-23 2x4 - 1 row at 0-9-0 co, member 23-4 2x4- i row at 0-9-0 oc, member 4-22 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to Ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Attached 7-8-9 scab 1 to 3, front face(s) 2x8 SP 240OF 2.0E with 2 row(s) of MITRSLK-G412 spaced 9' o.c.except : starting at 0-4-5 from end at joint 1, nail 3 row(s) at T' o.c. for 7-2-13, 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; B-05ft; L=391t; eave=5ft; Cat. II; Exits C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 drainage to prevent water panding. A l g4e��ys, No 3938ti SS��NA� Thomas A Albanl'.PE N0.39380 all USA. Inc. 11.Dirl 6634 6904 Parke Fist Blvd. Tampa FL 33610- Date: April 17,2020 AL WAll- Vivify desrga parameters and READ NOTES ON Me AND INCLUDED AVTEK REFERENCE➢AGE 41147473 rev. l4V=0fS BEFORE USE Design whol for use onle with Miele® con edon. This design is based sale upon parameters shown, and is for an inWNdw bulking somponsK nth a bus system Before we. the building designer must veritythe applicabigty of design parameters and property iacoryones this design bm Na overeg -tf� bdMingdesign. BmchghMiraledistopres2n WWingofNdMdualtmwwebe &d OoNmemb con '. MOXisnaltempanryandpermanentMacNA MiTOW Is abi required for stablrle and to prevent cotapm with passible personal lnjuryend propedydamage. Forgenemlgualanceregardinglhe fabdra8on, grange, delivery, eneelon and bracing biomass. and mass systems. see ANSVTPI1Qualgy Cdteda,DS"9and DCSID.Ilding Companem 69M Parke East Blvd. Sarelygdorri avellable bom Tmss Plate InehWe, 218 N. Lae MmK gull¢ 312, Alexandda, VA22314. Tempe, FL M10 Job Truss Truss7ype Qty Pry Tzoda5laD 22,35369 AH7f HIP GIRDER 1 as L Job Referenw (national) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MTek Industries, Inc. Fri APT 17 12:32:482020 Page 2 ID:FTMFc39ZAyELAFgmjOvgzzng4A-RL6jrFtIN21 zGzSWD7=Q1 xlt21 nVXiycVpslzPpKz NOTES- 7) AM plates are MT20 plates unless Otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load noncancument with any other live loads. 9) ' 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. 10) Bearing at joint(s) 1 Considers parallel to grain value using ANSI7rPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 11) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 18451b uplift at joint 1 and 1851 Ib uplift at joint 13. 12) Hangar(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 150 lb down and 169 Its up at 7-0-0, 150 Its down and 160 Its up at 9-0.12. 150 he down and 160 lb up at 11-0-12. 155 ID down and 189 Its up at 13-0-12, 155 Its down and 189 Ib up at 15-0.12, 155 Its down and 189 Ib up at 17-D-12, 155 Its down and 189 he up at 19-D-12, 155 Its down and 189 ID up at 20-0-4, 155 Its down and 189 Ib up at 22-0-4, 155 Ib down and 189 lb up at 24-0-4, 155 Ib dam and 1 Bg He up at 26-04, 155 Its down and 189 Its up at 28-04, and 155111 down and 189 As up at 3D-D-4, and 2331b down and 379111 up at 32-1-0 on top chord, and 4741b down and 333 lb up at 7-0-0, 75 Ib down and 46Its up at 9-0-12, 75 he down and 46 Ib up at 11-0-12, 81 Its down at 12-10-12, 81 Its down at 15-0-12, 81 Ib down at 17-0-12, 81111 down at 19-0-12, 81 Ib down at 20-04, 81 Ib down at 22-04, 81 Ib down at 24-0-4, 81 Ib down at 26-04, 81 Ib down at 28-04, and 81 Its down at 30-04, and 353111 dam and 1341b up at 32-0-4 on bottom chord. The designtselection of such Connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3-54, 3-11=54, 1 t-14=54, 1-25-20, 22-28-20, 21.31=-20 Concentrated Loads (Ib) Vert: 3=100(B) 11-174(8) 5=114(B) 24=474(B) 7=114(B) 19=61(3)15=353(B) 22=61(B) 36=100(B) 38=1DO(B) 39=114(B) 40=114(B) 41-114(B) 42=114(B) 43=114(S) 45=114(B) 46=114(B) 47=114(B) 49=75(8) 50=75(B) 51-81(B) 52= 11(B) 53-61(B) 54=61(B) 55=61(B) 56=61(B) 57-61(B) 58=61(B) ®WARNING-VeMy deslgnparemeten antl READ NOrE5 ON MIS AND INCLUDED MREKREFERENCEPAGEMIA7473mv. IMM015BEFORE USE Design vard br use oolywbh MRekOwnnecbn. This design is based wy upon parameters shown, and is for an bdmi bugding component, not �1 a truss system.Before use. Owb"ing designermust n*Me appgostoMy of design parameters wed propertylmryoratetNs design Mothe most ��-��.YYY buWargdesgn. BrermgindwAled is ro prevent buNdngMbtli4dualwssweb enwmMol membmcony. Mch5ablbmwmryandpermanembracbg MiTek' Is always M1,ifisrtl itAy and to praveN course web possible personal inlurywd pmpedy damage. Fwgencs1gukanceregaNdgthe fabdwgo0, storage, deMery,emdion end bmkng Mimama end Wsa ryatems,sea ARSIMPlr Quahly Croons, DSB49 and Deal Bulling Component 6904 Perk. East Bye. Saletylefsomed. avalable fmm Truss Plate Insglute, 21e N. Us Emeet, S.be 312, A ox.nd r., VA=14. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20005147 2235369 AH9 HIP 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 M(Tek Industries, Inc. Fri Apr 17 12:32:49 2020 Page 1 ID:FTvhFc39ZAyEiAFgmjOvgzzng4A-vXg53bWMDrbDVe4xe RdZ4hHP5VJ1arBGFMOBZPPKy id0 9-0O 1505 23hi1 7US 331-0 .40 9-0O 7415 7415 7-05 9-0-0 Scale-1:68.5 6x12 MT20HS 4 U12MUGHS C 4 m r 3x4 = 4x8 = 3x4 = 13 12 11 10 9 3xB = M M = 3x4 = Us = ass = 3x4 = ax8 WB = 147-12 19E8 2&5-4 3g-i-0 167_12 8-10.12 B-tD-72 70-712 Plate Offsets KY)— i2:0-0-2 0-1-8) (3:0-7-4 0-1-12) (5:0-3-0Edge) (7:0-7-0.0-1-121 (B:0-0-2.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.50 11 >942 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Ven(CT) -0.64 9-16 >728 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina YES WB 0.78 Hocz(CT) 0.18 8 n/a We BCDL 10.0 Code FBC20177FP12014 Matrix -AS Weight 169lb FT=20% LUMBER. TOP CHORD 2x4 SP M 31 'Except' 3-5,5-7: 2x4 SP No.2 BOTCHORD 2x4 SP No.t'Except* 10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) S=Mechanical, 2=0-8-0 Max Horz 2=153(LC 9) Max Uplift 8=821(LC 10), 2=938(11LC 10) Max Grav 8=1445(LC 1), 2=1519(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2984/2341, 34-299412433-,4-6=36992939; 6-7=300112471, 7-8=29922378 BOT CHORD 2-13=1980/2699, 11-13=2669/3630, 9-11=2680/3b32, 8-9=2020/2707 WEBS 3-13=352/7BB, 413=-894/672, 6-9=891/640, 7-9=343(787 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vug=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5 0psf, h=15ft; B=45ft; L=24ft; eave=5ft; Cal. II; Exp-0; Encl., GCpi=D. 18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8 0 to 4-9-1, Ederior(2) 4-9.1 to 13-2-1-5, Interlool) 13-2-15 to 25-10-1,Exlerior(2) 25-10-1 to 34-3-15, Interior(1) 34-3-15 to 36 1-0, Extenor(2) 36-1-0 to 39-1-0 zone;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water parading. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrem with any other live loads. 6) ' This truss has been designed for a rive load of 20.OPaf 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 Ib uplift at joint 8 and 938 lb uplift at joint 2. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 12" gypsum sheetmck be applied directly to the bottom chord. -44 A. 9;y . f No '39380 A%- Iw jr I FL 33610- April 17,2020 ®WARNING. V ft Eesi9n1aremefers en4READ NOTES ON TNISAND INCLUDED MITEKNEFERENCEPAGE MW473 rev. IMMU1S BEFORE USE DeignvTUrotuseonywMMRelt =ne m.Thbdedgnisbasedo*uponpmemeam Stdwn,andis MeniMN uaibuglingmmpmM.nd �■' of etrusssydem.Belmeuse,awbdMingdes,pnermustvedyMeappgmbiayofdesignpanm Mendproperlyinmryerdte Nisdesign Wo Neovenli bugdmgdrsign. Breding indimletl is topreveM buWing of Ndividual Wss web andlm dloNmamben Dory. MditbnaltemporerymgpermmeMb .Mg MiTeW Is always refuted for stabiliyand to prevent mOapse with possible penmal injury, and property damage. For pen ref guidance regarding the terdmtion, storage, delivery, eredlon and trading Mbusses and Voss systems, see ANBOTPII Quality crams, DW419 and BCS/Building Compononl arras Palle East Blvd. safetylnlormation evaidible Gam Truss Me. Insthute, 218 N. Lee 62red, butte 312, Alexandria, VA22314. Tampa, FL 36610 Job Teas Truss Type Oty Ply T20005142 2235369 AH9T HIP 1 1 Job Reference (optimal) .."Adsnrstaourw, ram ury, rL- aeaao, tsZ4U 5 Mar a ZULU MI I eK InaU51M1eS. I= hrl Apr 1 r 12:3 51 ZUZU Soak-1:72.2 list MT2DHS = 3x4 = 5.00 12 2x4 I 3A = 44 = 54 = 30 4 31 5 32 33 6 7 B 34 9 4a4 i 3 29 2,7 LZ 2 Id &to = 3 2.4 It 4x4 = 16 13 20 45 14 4xB = U12 = 4x4 11 ads = 4s = sat, = Us = ST1.5a6STP = 1 2-10-0 1 5-01-0 B-o-0 I 12-9-0 21-So 2 1-0 3&10 2-1M v1s zt.n zan B.B.n zzn am Plate Offsets (X,Y)- 11:041.3,D-D-01, 12:D-11-13,Edge), 14:D-9-12,0-2-81. 17:0-M,EGge1.19:0-3-0,0-241.111:0-8-4.0-0-141 115:0-3-14 0-2-81 117:0.4-8 0-0-8) LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (roc) tde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Ved(LL) 0.70 5 >662 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.91 15-16 >510 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina YES WB 0.92 Hoa(CT) 0.35 11 Na n/a BCDL 10.0 Code FBC2017frP12014 Matruc-AS Weight: 238 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Excepl' 14: 2x6 SP M 26 BOT CHORD 2x4 SP No.2'Escepl' 2-17: 2x6 SP M 26. 5.16: 2x4 SP No.1 WEBS 2x4 SP No.3'Excepl• 15-17: 2x4 SP No.2 OTHERS 2x6 SP M 26 L13R SCAB 14 2x6 SP M 26 one side REACTIONS. (size) 1=0-8-0, 11=0-8-0 Max Hoe 1=176(LC 8) Max Upli t-1=614(LC 10), 11=931(LC 10) Max Grav 1=1433(LC 1), 11=1507(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 15-17 ' FORCES. 0b)-Max. CompJMm. Ten. -All forces 250.(Ib) or less except when shown._ TOP -CHORD 2-21=52-1/554; 2-3=5143/4229, 34=-M7/3242,4-5=-4328/3598, 5-6=4294f3581, 6-8=363113OD7, 8-9=268312323, 9-10=291612410, 10-11=-3203/2705 BOT CHORD 2-19=3832/493MB-19=3832f4930,_17-18=2670/3647, 5-17=248/329, 15-16--4261670, 13-15=2574r3465, 11-13=231212933 WEBS 3-19=22513.59, 4-n=6411918, 1577=254ora'?r-3, 6-17=260/417, s-15=606/577, 8-15=52r331, 6-13=1027/786, 9-13=534/836, 10-13=374/448, 4-18=6481874, 3-18=146011293 NOTES- 1) Attached 9.10.9 scab 1 to 4, front-face(s) 2x6 SP W26 with 2 row(s) of 10d (0.131"Y31 nailsspaced 9" o.c.except : starting at 2-0A3 from end at joint 1, nail 2-mw(s)al 2" o.c. for 3-1-14 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL-0.2psf, BCDL=S.Opsf, h=15ft; B=451t; L=39ft; eave=5ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 04-0to 14-6-5, Interior(1) 14-6-5to 24-3-11. Exteriar(2) 24-3-11 to 35-7-5, Interior(1) 35.7-5 to 36.6-2, Exlerior(2) 36b2 to 40-5-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pacing. 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 1 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 814lb uplift at joint 1 and 931 Ib uplift at joint 11. onunuea on page z `,���,�� va G E N No 99980 Anril 17 9(190 ®WARNING-Vedlydaemon para ...end READ NOTES ON TMs AND INCLUDED ISTEK REFERENCE PAGE MIP7473 rew. 10/012015 BEFORE USE. wasaw Davlgn valid for use only won MITeW connectors. This design Is based any upon paremelens shown and Is for an hldivldual buRding component, net HK a buss system. Before use, the building dwrgnm must verify me applimblay of design parameters and popery Nis design Me No bw fl bugdmg design. grading bndiosted is to prevent Noting of Momdual Wss web andlor Mae members ony. Additional tempordry and permanent omens MOW Is always required for stability and to prevent cogans won possible personal injury and property damage. For generaguidance regeNing the rubricator, storage,delivery, ertered and bmdd, ofbveaes and buss systems, see ANSInPlf pebbly ailed., DSB49 and BCSI BuIlding Component 6904 Pn*a East BIM. Sannylnrormmlon awilable tom Tmas Plate ImAbde, 210 N. Lee Street, Sure 312, A wmM a, VA=I4. Tampa, FL 36610 Job Truss Tmss Type Oty Pty T20005142 2235369 AF19T HIP 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32556, 8.240 s Mar 9 2020 M Tek Industries, Inc. Fri Apr 1712:32:51 2020 Page 2 ID:FrvhFa97AyEi gmj0vg=g4Aa sUHvAgzgZgWl BMheW21Rr52?_Iu8eakTT4zPpKw NOTES- 10) This buss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 12' gypsum sheetmck be applied directly to the bottom chord. ®wARMNG-Verdydeslgnparametem end READ NOTES ON TMSANDINCLUDED A9TEKREFERENCE PAGEMIp7473 rev. lNaY2015 BEFORE USE -- ' Design valid for use onywM MITelo connedors.In s design is based only upon parameters shown, and a for an inoWt al ballad component. no stress naWn. Barad uza Na buldmg desgnermuslvmyths appfeabAByol design parameters and properly manmade this design Into gle merall �-�•WW buiWmgdaelga. Bmdng imieated is to preuwd bucking ofindredual truss web imager Mad members only. M615oneltampmaq.miparmanaNbnWg MiTOW Is alaeys maulmd for slabililyend I. pmwd cArpse with pass0le padanal injury and property damage. Forgenemlguldareseregardingtbe fabdwllaq slomge, deflvery, arsdian antl bmung of imese9 and truss rystems, see ANSM11 Duality Criteria, DSB-89 and SCSI Building Component said Parke East Blvd. Seflylntormafion avalW�le ham Truss Plate Ina ft0e, 218 N. Lee Street. Suite 312, Ml ndra, VAM14. Tampa, FL 361310 Job Truss Truss Type O ty T200o5143 2235369 AHYI HIP 1 [ty1 Job Reference o tional Builders First Source, Plant City, FL - 32565. 8.240 s Mar 9 202D MiTek Industries, Inc. Fri Apr 1712:32:29 2020 Page 1 ID:FTvhFr39ZAyEiAFgmjOvgzzng4A-UhSXsmeNrDuhBLOovkHUdPkcXDa?goUva9PliL2PpLG 1-0-0 6b12 11-0-0 19&e LN 32b6 39-1-0 4-0 6-0-10 V-6 BSB 06A 6L70 5.00 12 4xe = 2x4 II 5x8 = 4x8 5X8 = = 4 23 24 5 6 25 7 14 " 12 4x6= 38= 3x4 = 3.4 = 44 = 11-0-0 19SA 231-0 I 39-14) 11-0-0 86E q:1 11-0-0 Seale-1:68.5 4>0 = Plate Offsets KY)— 14:D-5-4.0-2-41. (6:0.3-O,Edpel, 17:D-5-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vde0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.44 12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ven(CT) -0.68 10-17 >6B6 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.98 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix -AS Weight: 1841b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.1'Except' 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2="-0 Mm Horz 2=182(LC 9) Meat Uplift 9=821(LC 10), 2=938(LC 10) Max Grav 9=1445(LC 1), 2=1519(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (to) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=31322500, 3-4=2785/2234, 4-5=3147/2649, 5-7=3147/2649; 7-8=2791/2263, 8-9=314512562 BOTCHORD 2-'f4=217512861, 12-14=178512535, 10-12=18TD2540, 9.10=22442876 WEBS 314=417/445, 4-14=1T501, 4-12=566/B32,_U2=524/607, 7-02=538/828, 7-10=148/503, 8-10=426/497 NOTES- 1) Unbalanced road live loads have been considered for this design. 2) Wind: ASCE 7 10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=S.Opsf; h=15$ B=45R, L=241teave=56; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 141-0 lntenor(1)1-8-0 to&9-1, Exterior(2) 6-9-1 to 15-2-15, Interior(1) 15-2-15 to 23-10-1, Exterior(2) 2310-1 to 32-3-15, Interior(l) 32-3-15 to 36-14,, Exterlor(2) 36-1-0 to 39-1-0 z ar,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 trusahas been designed for a 10.0 list bottom chord live load nonconcurri whlrany other We loads 5) - This truss has been designed for a live load of 20.Opsf on the bottom rhondinail areas where a rectangle 3-6-0 tag by 2-0-0 wide will rid between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 Ib uplift at joint 9 and 9381b uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied Erectly to the top chord and 1/7 gypsum sheetrock be applied directly to the bottom chord. ,`OOP's A J �Z G'ENS qZ'� ' �.. F •ate i Na 139380 .�. Thomas A Nbani.PIE N0.39380 l,9Tek 11%,ihc.tL, Ce ¢ 6634 6904 Parka East BIvd.Tampa FL 33610- 02te: April17.2020 ®WARNING-VerBy Eesipnparamelers andREAD NOTES ONTHISAND INCLUDEDMPEKREFEBENCEPAGEMIA74T3 MK f""016BEFaRE USE ■�' Design valid foruss onywdh MTeMcunnecfors. This design Is based only upon parameters shown, and is reran MiAdual budding component not a Wss system. Before use, 8re buJdmg designermunveriynte appacablNyef design parameters ant pmpeM Nmawreta Nis design brio the owrdll buJdmgdesign. 9recing1ndicaledistopteventburkdng a he MdudineswebandlurMord members". Additbnal temporary end pemmneMMacmp MiTek" Is always required for siablliy and to prevent collapse with possible personal INwy and propeM damage. For general guidance regarding the fabdragbn. Manage, salivary. erection and bmdng ofbusses and buss systems, we ANSVTPII Duathy Crnedn, DS949 and SCSI Building Component said Parke East Blvd. Saleyladermagon awlleblq from Tmas Plato IndaNe, 218 N. Lee Street, Suae 312, Almendda, VA 22314. Tampa, FL 38810 Job Truss Tnlss Type Oy Py T20D05144 2235369 AH11T HIP 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MTek Industries, Inc Fri Apr 17 12:32:302020 Page 1 ID:FT hFrd9ZAYEiAFgmjOvgang4A-ylOr46 oWlYpyb?SRpjAGHPgdvGZHP3ppBsEoTPPLF 2-10.0 411-0 11-D-0 12-MM 184i8 241A 2e-1-0 3ff7D 39-1-0 2-10.0 4-i-0 4-1-D 11-9-0 I 6941 8 I- 5.8-0 541-0 -0 0, Scale-1:72.2 7x14 MT20HS = as II 5.00 12 28 4 5 31 32 3x4 = 54 WB = 733 34 5xB = Sx12 = 4x5 = 15 14 12 44 = 4x4 I 1 = 44= U4 = Axe = STI.5xe STP = 2-10-0 411-0 12-&0 194i-B 2nr10 28-1-0 2&5r4 39-1-0 2-10.0 4-1-a 5-10.0 6-B-e 0.6 &0.0 10.]-12 Plate Offsets (X.Y)- [1:0-0-3.0-0-0I. 14:0-10-8.0-2-01.17:0.3O.Edee].18:0-5-0,D-2-01. (16:0-0-12,D-3-81 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.57 5 >812 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.7314-15 >639 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WB 0.88 Horz(CT) 0.31 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-AS Weight: 2471b FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Except' 1-4: 2x6 SP M 26 BOT CHORD 2x4 SP ND.2'Except* 2-16: 2x6 SP M 26, 5.15: 2x4 SP No.3, 10.13: 2x4 SP No.1 WEBS 2x4 SP No.3'Except' 14-16: Zx4 SP No.2 OTHERS 2x6 SP M 26 -Except' 7-7: 2x4 SP No.3 LBR SCAB 1-4 2x6 SP M 26 one side REACTIONS. (size) 1=0.8-0, 10=0-8-0 Max Horz 1=211(LC 8) Max Uplift 1=614(LC 10), 10=931(LC 10) Max Grav, 1=1433(LC 1), 10=1507(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Raw at midpl 14-16 JOINTS 1 Brace at Jt(s): 17 FORCES. (Ib) - Max. Comp./Mex. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD - 2-19=-540/549, 2-5=-4739/3903, 3-4=4942/4227, 4-5=3400/2955, 5-6=3389/2961, &8=3065/2704, 8-9=2778/2329, 9-10=-3164/2699 BOT CHORD 2-17=3491/4502, 16-17=2267/3085, 5-16=259/337, 14-15=207/347, 12-14=17922498, 10-12=23032900 WEBS 3-17=744/793, 4-17=-1621/1917, 4-16=-4941749, 14-16=2085/2768, 6-16=263/439, 8-14=5291792, 9-12=502/547, 8-12=111/472, 6-14=6361658 NOTES- 1) Attached 12-0.9 scab 1 to 4, front face(s) 2x6 SP M 26 with 2 mw(s) of 1 Did (0.131"x3'1 nails spaced 9" o.c.except : starting at 2-0.3 from end at joint 1, nail 2 row(s) at 3" oa. for 6-5-12, 2) Unbalanced roof live loads have been Considered for this design. 3) Wind: ASCE 7-10; VuH=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=5.Opsf; 1=15ft; B=45ft; L=39ft; eave=5ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Fxtedor(2) 04-0 to 4-2-14, Inlerior(1) 4-2-14 to 5-5-11. Exterior(2) 5.&11 to 16-;-5, Imedor(1) 16-6.5 to 22-6-11, Exterior(2) 22-6-11 to 33-9-6, Interior(1) 33-9-6 to 36-6-2, Exterior(2) 36-6-2 to 40-5-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a I D.0 pat bottom chard live load nonwncurtent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at Joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of beading surface. 9) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 814 Ib uplift at joint 1 and 931 lb uplift at joint 10. Continued on page 2 S • 9 �� No 3H80 %�T P Z N NA' S, f�,� Thomas A Albanl'PE N0.39380 M1fek USA, Inc. FL Ceit6534 S904 Parke East Blvd. Tampa R.33610 Data: Ill 17,2020 ®WARNING -Vs ffydaslg, marersand READ NOTES ON MIS AND INCLUDED ARTEKREFERENCE PAGE MIF7413rev. 10/012015eEFORE USE. Design valid tsruse ony MMReoluconnesbors.T,is design is based ony upon parameters shown, and afar an individual bu'rMng comp rom not a miss system. Before use, the building dedguer mud wnytM epptirabiLlyaf design paamelers and Properly inmmono. fits design lino Pe ma.0 `■ bulWingdesign. BmcMgiMioetedlstopr MbucWingarindiridualausswebm&w OsMmembemony. AddtlionaitemponryaldpermaneMbm=ing WOW isetwaysmquimd MrdabllityandtopmwMwflapwwfthposdNepemmalinjuryandpmp rtydamaoe. FargenealgumanceregaMingthe fabrication, usage, dellvery, eadion and trading oftmsses and muss 'stems, see ANSI?PH duelNy Cdfads, D$eaa end BLSl aulldlnp Lampanenl areas Parke EW BAN. SerttylMormalron avdlable ram Truss PIWe InMkWe, 21B N. Lee &met, Suila 312, Muandna, VA22314. Tempo, FL MID Job Truss Truss Type Ory Pty T20005144 2235369 AM11T HIP 1 1 Job Reference (optional) guilders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MITek Industries, Ina Fri Apr 1712:32302020 Page 2 ID:FTMFc39ZAyEiAFgmlO'g=g4A-AW46f7cWI YpVb76RpjAdHp9dvGZHP3ppesEozPPLF NOTES- 10) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the lop chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING-V.rtlydealgnpa Wersand READ NOTES ON TMS AND INCLUDED IMTEKREFERENCE PAGE WA7173 rev. 1""016BEFORE USE. Oeelgnvalll fdruse only wdh MffeM camedors.Tnis design Is based my upon Parameters shown, and is for sn individual buJding mmpcoem net a Mass sy5em.Before use,the buiWWg designer muslverlythe appnsbBay of deign perammers and popery brm mdo Into design bao M. overall bdWingMslgn. BractogiMirated In prevem buGWg NWdMdualWawaD antllm Nod memban my.MoW sl temporary eMpermanedbraGng WOW Is always required(orstabiWy and to prewm codapsewith possible Personal lnjuryand property damage. F.rgeneralguldanreregardingthe fab ftaeon, Storage, degwry, andlon and boring ofbussea entl hose systems, see AMSp l Du.11ly coded., DS"S and SCSI Stoddard, Componem 6904 Parke Fan BNd. Savyinformathm ewllable Morn Truss Plata lnStBute,218 N. Lee SVest. Sun, 31Z Alexandra, VA=14. Tempe, FL 36S10 Job Truss Truss Type Oty Ply T20005145 2235369 AH13 Hip 1 1 Job Reference (optional Builders First Source, Plant City, FL-32566, ST1:, 8.240 s Mar 9 2020 MiTek Industries. Inc. Fn Apr 171232:31 2uzU SXB = 3x4 _ 4x8 = 3 18 19 4 20 21 5 r Sze = 4x6 = 3x10 = 4.4 11 Sze = Scale = 159.3 10.11-0 21-10-0 32-M 10-11-0 10-11-0 ~ 10-11-0 Plate Offsets (X Y)- (1:0-8-0 0-0-6) 13:0-0-0D-1-13) 15:0-" 0.1-13) 16:0-3-8 Edoel (T.Edpe 0-3-BI 110:0-4-0 03-4) LOADING (psf) SPACING- 2-D-0 CSI. DEFL. In (loc) Vde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(L-) -0.32 B-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.58 8-10 >678 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.65 Hom(CT) -0.07 15 file rda BCDL 10.0 Code FBC20171TP12014 Matra -AS Weight: 1711b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 15=D-3-0 Max Hoa 1=171(LC W) Max Uplift 1=680(LC 10), 15=-682(LC 10) Max Grav 1=1207(LC 1). 15=1184(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-10, 6-8 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2564/2069, 2-3=2174/1735, 3-4=1752/1631, 4.5=1590/1407, 5.6=1588/1371 BOT CHORD 1-lD=2005/2378, e-10=1414/1766 WEBS 2-10=-493/590, 3-10=207/584, 4-8�451/502, 5-8=65/405, 6-8=1034/1233, 6-15=12031987 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=T70mph (3-second gust) Vasd--132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=2411; eave=oft; Cat. II; Exp C; Encl..-GCpl=0.18; MWFRSjdirectionaq and C-C Fxtedor(2) 0-0-0 to 3,M, Interior(7) 3-0-0 to &S-1. Exterior(2) 8-9-1 to 17-2-15. Intenor(1) 17-2-15 ta-27-10.1; Exterior(2) 21-10-1 to 30-3-15, Interior(1) 30-3-15to 32-3-12 zone;6C 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 psf bottom chord live load nonconwfrenl with any other live loads. 5) - This truss has beendesigned for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-01allby 240.0 wide will fit between the boltomrdonl and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSIIfPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 7) Provide meamical connection (by others) of truss to bearing plate capable o/ withstanding 680 lb uplift at joint 1 and 682 Ito uplift at joint 15. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied direly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. No 39380 `�. ♦>dOn WRI Thom A AlbanCPE No.39380- MRekUSA, Inc. R. 0ert6634 6904 Parke East Blg&Tam'ya FL 33610 Data. April 17,2020 ®WARNING -troche design parameter and READ NOTES ON THIS AND INCLUDED Id IEK REFERENCE PAGE M614r3re1 1"=015 BEFORE USE. Design mild for use cni, mh NI corrections. This design Is based only upon parameters shown, and is for an individual building component, not fa� wpropertyhmrpmala Nu deep ono the overall - a as sysem. Baus fom e. me lodng designer mud vedry the appOwbiay of design parameter end �aY�• bulldingdesign.BmcingvesseedistopmentWckingofhdMdualsuremeInNmchoNmembersony.Addtin ltempoaryampemormedbracing MITeK' Is always required for stabllity chord prevent widow with possible peronai may end property damage. For geneal gadaxe regarding dne fabrlmtlon, storage, delivery, session and bmdng oftrusses and more systems, ass ANSVTPH quality chode, DSS49 and Best Building component 69M Parke Ees Blvd. Seferyinfdrmafldn evaihble from Truss Plate InstXNa, 2fe N. Lw SlreeL suXe 312, Almantlhs, VA2Yi14. Tampa, FL 36610 Job Truss Truss Type OtY Pty T20005146 2235369 AH13T HIP 1 7 Job Reference (optional) Builders First Source, Plant City, FL-32565, 5x12 4x8 = ST1.5a8STP = 6x12 MT20HS i 8.240 s Mar 92020 Mi rek Industries. Inc Fri Apr 1712:32:32 2020 3x4 = Sao = 5.00 12 27 4 30 31 6 32 336 2x4 I 14 13 12 " "' 3x4 = 7x8 _ 4A = 3x4 = 2-10-0 7-71-0 12-&0 19-&8 26-51 3&1-0 2-t0A 5.1A a10-0 &&8 &1&12 1&7A2 sin Seale=1:72.2 Plate Offsets (X,Y)- (1:&03,0-&01,14:0-6-0,0.1-51, 16:0-0-0,0-1-131, IB:0-3-0.0-1-81, 115:044.0.5-01 LOADING (psf) SPACING. 241.0 CST. DEFL. In (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.77 Vert(L-) 0.51 14 >906 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 Be 0.81 Vert(CT) -0.6510-12 >720 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Inv YES WB 0.98 HOR(CT) 0.31 8 Na We BCDL 10.0 Code FBC2017rrP12014 Matra -AS Weight: 250 Is FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Excepl' 1-4: 2x6 SP M 26 BOT CHORD 2x4 SP No.2'Excepl' 2-15: 2x6 SP M 26, 8-11: 2x4 SP No.1, 4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP M 26 LBR SCAB 1-4 2x6 SP M 26 one side REACTIONS. (Size) 1-"-0, 8-"-0 Max Hoe 1=245(1-C 8) Max Uplift 1=811(LC 10), 8=930(LC 10) Max Grey 1=1439(LC 1), 8=1510(LC 1) BRACING - TOP CHORD Stmcturel wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 12-15 JOINTS 1 Brace at Jt(s): 16 FORCES. (Ila)-Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-18=571/542, 2-3=4479/3667, 34=3110/2645, 4-5=2823/2530, 5-6=2596/2378, 6-7=276712313, 7-8=3133/2627 BOTCHORD 2-16=-3261/4293, 15-16=-3261/4293, 12-13=-190/309, 1D-12-1648/2292, 8-10=2229/2865, 4-15=-605/893 WEBS 3.16==476, 3.15=1660/1350, 12-15=1718/2329, 5-15=1711359,5_72=556/559, 6-12=2941551. 6-10=226/590, 7-10=51IW578 NOTES- 1) Attached 14-2-9 scab 1 to 4, front faces) 2z6 Be M 26 with 2 row(s) of 10d (0.131'kKW) nails spaced 9" o.c.except- starting at 2-0-3 from end at joint 1, nail row(s)aL3' o.c. for &6-15. 2) Unbalanced mot live loads have been considered for this design. 3) Wind: ASCE 7-10; Vuh=170mph (&second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=:ISM B=45ff; L=39R; eave=58; Cat. II; Exp C; Encl., GCpi=D.18; MWFRS (directional) and C-C Exteriont!)A-4-D to 4-2-14, Interior(1) 4-2-14 to 7-5-11, Extedor(2). 7-5-11 to 18-&S. Inlertor(1) 18-6.5 to 20-6-11, Exterior(2) 20-6-11 to 31-7-5, Interior(1) 31-7-5 to 36-6.2, Exlenor(2) 36-6-2 to 40-5-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in 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. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 811 Ib uplift at joint 1 and 930 lb uplift at joint 8. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chard and 112" gypsum sheebock be applied direly to the bottom chord. .011JI1111111111', IF " .. !u A�eq Ile, -No ,39.MIJ ®WARNING-Vefdy design parameters and READ NOTES ON MS AND INCLUDED AIMEK REFERENCE PAGE 047473 mv. 10/=015 BEFORE USE. �r- Design valid for use only wM Wake, wmleov rs. This design Is based only upon pammeters shown, and is for an residual building component not �f a Wss system. Before use, rue bidldmg designer must wrify the appG®bility of design parameters and pmpedy Incorporate Ms design res rue owreg bulldmgdesiBn. BrsWg Wrested rate preve,d buddingMNdmdualWssweD endler Uom members ony. Addtioneltempnoya,gpemianambrersg MiTek' N allays required forstabllM and to prevent collapse wM possible personal Injury and property damson. For genera guidance regarding the febremon,storage. delivery, emotion and bredng oftrusses and truss sWeme,sea ANSImP/10ual4y CMede,DSBASand BC IBuilding Componmd 6904 Palle Fast BNd. a a7otylnformeUon avallable imm Truss Plne Indltute, 218 N. Lee sbeed, BuXe 31; Alexandra, VA22314. Tampa, FL 36810 April 17,2020 Job Truss Truss Type Oly Piy T2D0o5147 2235369 AH15 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MITek Industries, Inc. Fn Apr 1712:32:34202U Page ID:FTvhFc39ZAyEiAFgmjOvgzmg4At GOvTIWg1%zH6umhHffKTRWELbV62ek063NZrPpLB 16so r -1pe soo aau 1e-6o 15AA ,1wo,1 24" suso sza.a 1-teM E.U. 55D 1F0 180 a1-0 6.B-0 2V Scale: 3r16'=1. 3x10 = 5.00 FITSae I 4x4 531 6 327 1918 17 ST1.Sxe STP = SX12 = 20 axe 2x4 II 2x4 II = sxe = axe = 14 13 2x4 112x4 II 6fi0 so 32ep TI A Dt1$I 6z-0ao 9d Plate Offsets (%Y)- 14:0-3-0Edge] (5:0-2-120-2-81 (8:0-4-0.0-2-21 111:0-2-8.0-2-121(16:0-6-0,0.4.01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) 0.62 22-29 >623 24D MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.73 22-29 >531 180 BCLL 0.0 Rep Stress Inv YES WB 0.71 Honi 0.35 30 n/a nla BCDL 10.0 Code FBC2017r P12014 Matrix -AS Weight: 228111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD 5-8: 2x6 SP No.2, 1-4: 2x6 SP M 26 BOT CHORD BOT CHORD 2x4 SP N0.2 `Except` 2-21: 2x6 SP M 26, 7-17,12-14: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 30=0-3-0 Maxi 1=194(LC9) Max Uplift 1=670(LC 10), 30=672(LC 10) Max Grav 1=1201(LC1),30=1176(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -ABforces 250(Ib) or lessexceptwhenshown. TOP CHORD 2-25=-444/191. 2-3=-3352/2712, 3-5=2062/1781, 5.6=t828/1717, 6-7=1837/1732, 7--S'=1489/143S, 8-9=1672/1443, 9-10=307/0, 10-11=t091/1132 BOT CHORD 2-22=-2589/3142, 21==2589/31-42, 15-16=VAV1859, 12-15=788/917, 11-12=737/984, 5-21=-043/658 WEBS 3-21=1510/1242, 7-15=589/412, 8-15=58/366, 9-15=414/627, 6-18=1948/1549, 6-21=745/982, 18-2.1=1339/1731, ie-1B=14311AB55, 6-16=-820MM3-22=259/547, 9-11=1270/1368, 10-30=1189/968 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 6-" oc bracing: 19-21 1 Row at midpt 3-21, 6-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.OpsY h=15R;-B=45ft; L=3311; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MAFFRS-(directional) and C-C Exterior(2) 11-4-0 to 3-10-10, Interior(1) 3-10-10 to 103.7. ExtedDr(2) 1GA-710 28-8-9, Interior(1) 2859 to 32-3-12 zona;C-C for membem and forces 87MWFRS Tor reactionsshown; 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 I bottom chord live load nonconcu rent with any other live leads. 5) `This truss has been designed for a INS load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-D wide will to between the bottom chord and any other members. 6) Bearing at joint(s) 1, 30 considers parallel to grain value using ANSVI-PI 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 670 It, uplift at joint 1 and 672 It, uplift at joint 30. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. PS',111 A ,A< ENSFe�2 No H880 Thomets A Albert PE NO:39380 Mlrek'UK Inc. FL Celt6634 6904 Parke East Blvd. Teel FL Datir. April 17,2020 ®WARNING-Vedrydeslgnprametesand READ NOTES ON WSANDINQUDEDMITEKREFERENOEPAGEM1A74Arev.l6MMO15BEFOREUSE Design valid brow oly ith MinsMoonnestors. This design is based only upon parameters smar. and is loran marAdual bidding component not tlandpMgmeowrell wtdylhcealtrus e Uuessyalem. Bafatau Ihstedisito phorolmemers prownelmust is toprasembuoke web andlor tsw. Adin4gryltemer eN bracing chortlmembeae.For alwaysrequiroage. Bracmaxey MiTek' and to with possible peesswabendlor Is and Injuryantl property damage. gemair guldanrzryanding Me Iealwaysrsgoratl. dstae%, uagenemtria,OS 9andSNe endbasis, o levels. Vu .syst.l ANSVTP110uelMy cdrede, pSBdB and SCSI Building Component tlalilery eftmTmss BIM. S4elnofte,218N.tl md,Sunee Se/eb�lidormaUon evallab�le hom Truss %ffie InstM1Ne, 21a N. Lee Strati, auRe 312, Narantllie, VA 2231d: Sonevfiame4eforeaen Tampa. Fl-East Tempe, FL 36910 Job Truss Truss Type Oty Ply T20005148 2235369 AH15T HIP i 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MMek Industries, Inc. Fri Apr 17 12:32:352020 Page 1 ID:FTvhFc39ZAyElAFgmjOvg=g4AJrgo7pi8R3fqvGTyF70utg__BLe=EZLoz4sdv?zPpLA 932 2 7-9a 12 1290 15aa 1Baa 2414 31-7-0 331-0 r-ioa i a11E 1341 �3b8 I z5a 46a I WB 7cL 7S0 W. D2-12 Goals=1:73.7 S.OD 12 `+,dS — 2x4 I 7xs = Sx12 = 2x4 II 16 15 '" ,a as 10 ST1.5,0STP — as4 II ax12 = 4x8 3s8 Axe = 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 Suess Incr YES Code FBC2017/TPI2014 CSI. TC 0.89 SC 0.94 AB 0.77 Matrix -AS DEFL. In (roc) Udell Lid Vert(L-) 0.54 18-22 >864 240 Vert(CT)-0.7313-15 >640 1BO Horz(CT) 0.32 11 n/a TUG PLATES MT20 Weight: 2441b LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Excepl' TOP CHORD Structural wood sheathing directly applied. 13: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied. BOTCHORD 2x4 SP No.2'ExcxI WEBS 1Flow, at midpt 15-17 2-17: 2x6 SP M 26, 5-16: 2x4 SP No.3, 11-14: 2x4 SP No.t WEBS 2x4 SP No.3 OTHERS 2x6 SP M 26'Excepl' 33: 2x4 SP NO.3 LBR SCAB 1-32x6 SP M 26 One side REACTIONS. (Sae) 1=0-B-D, 11=0-B-0 Max Horz 1=281(LC 8) Max Uplift 1=-S14(LC 10). 11=931(1_C 10) Max Grew 1=1433(LC 1). 11=1507(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when Shown. TOP CHORD 2-23=-595/534, 2-4=396613222, 4-5=3040/2623, 5-6=2973/2692, 6-7=2226/2102, 7-8=-2231/2107, B-10=2778/2326, 10-11=-3084/2531 'BOTCHORD 2-18=-2775/3818, 17-18=2775/3818, 1ST6=204/326, 13-15=-1481/2099, 11-13=2129/2812 WEBS- 4-17=1291/986, 1517=1437/2049, 6-f7=940/1204, 6-15=259/171, 7-15=265/303, 8-15=115/395, B-13=392(796, 1(1-13=532/593, 4-18=296/563 NOTES- 1) Attached 93-2 eras 1 to 3, from face(s) 2x6 SP M 26 with 2 row(s) of 10d (0.131"x3'.nallsspawc19' O.c.except : starting at 2-0-13 from end at joint 1, nail 2 "a) at W o.c. for 3.6-5; starting at 7-7-11 from end atjobRl, nail 2 row(s) at 7° o.c. for 2-0-0. 2)-Unbalanced mot live loads have been Considered for Nis design. 3) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15R; B=45ft; L=39h; eave=5ft; Cm. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 04.0 to 4-2-14, Interior(1) 4-2-14 to 9-2-6, Extedor(2) 9-2-8 to 294-5, Interior(1) 29-7-5 to 36-6-2, Exterior(2) 36-6­2 to 4D-5-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water Fondling. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Inds. 6) ' 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 24-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psr. 7) Bearing atjoint(s) 1 Considers parallel to grain value using ANSV PI 1 angle to grain formula. Building designer should verity rapacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 814 Ib uplift at joint 1 and 931 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied directly to the bottom chord. I q1F a�:te GRIP 2441190 FT=20% `11011111r/1141 EiVs�.92�y� i �- No'39380 L April 17,2020 ®WARNING -Verily dssrgnparemelen and READ NOTES ON THIS AND INCLUDED MrEK REFERENCE PAGE MIF7470 rev. IM"015 BEFORE USE. Design valid for use only with MTeM om pctars. This design Is based any upon panaceasabown, end Is for an Wividuet bullding camponem, not ��' a buss system Before use, the balding designer must wdyare appgrabiny of design parameters end propeM Incorporate Mdesign Imo the overall bwldrgdeslgn. BrecNg ind�catetl lato prewld buWng of mdMdual VussweD arlWxNON members ony. Additional temporary eM pemmnem bmc'ulp MiTek' Is ~ required for slabllly and to prewa cogapsaw8h possible personal Injury end pmpeM decade. For geoerel guidance regaNing ebe labdra8a0. storege,delivery,eredbn anti breGng olWsxa end Wss rystems,sea ANSI?FII OuaIHy Cdre7ls, DSBA9 end SCSI BUIIdIng Component 6904 Parke East ave. 9alalyinfumrallon ewlleble from Tmss Hate Inagtum, 218 N. Lee SIMe, SUXe 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20005149 2.235369 AH17 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 At Intlustries. Inc. Fri AM 1712:32:372020 Scale =1:64J ST1.W SpP = Sx12 = dais = 5.oD 12 5.8 � 3x4 = 4x6 = -, a 5300 7 1a 17 16 2x4 11 2x4 II MB = 13 12 2x4 112x4 2-100 9-0-0 M1 z 0 Ll: ff 16-0-q U-11-D-o 30.9-0 32-&0 ' z1a-o I szr 1 S7-1I zuo 4-I as-o I z-no I Plate Offsets (X,Y) - 13:0-3-0,Edge),15:0-6-0,0-2-8), (10:0.2-8,0-3-41, j11:0-0-0,0-1-81,115:0-6-4,0-5-0), (19:0-3-0.0-3A LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (too) Vdeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Verbl-L) 0.63 20.27 >617 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.73 20-27 >531 180 BCLL 0.0 Rep Stress [nor YES WB 0.77 Horz(CT) 0.35 28 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 231 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 •ExcepC 2-19: 2x6 SP M 26, 418,6-16,11-13: 2x4 SP N0.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=D-8-0, 28=0-3-0 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-19, 5-17, 8-10 Max Horz 1=228(LC 9) Max Uplift 1=-673(LC 10). 28=674(LC 10) Max Grav 1=1196(LC 1), 28=1172(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 25D (Ib) or less except when shown. TOP CHORD 2-23=464/177, 2-3=3249/2532, 3-4=207011745, 45=200(1/1865, 5-6=-1535/1493, 6-7=142211374, 7-8=158317409, B-9=445/216, 9-1D-=679/850 BOT CHORD 2-20=2408Ctl060, 19-20=2422/3089, 4-19=198/336, 14-15=1194/1554, 11-14-1139/1391, 10-11=1063/1522, 12-13=274/0 WEBS 3-19=1407/1068, 17-19=-978/1333, 5-19=-1145/1380, 5-117=1593/1248, 15.17-133111723. 5-15-763/948, 6-14=333/245, 7-14-213/372, 8-10=1287/1259, 3-20=27VS38, 9-28=1185/924 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutl=17Dmph (3-second gust) Vasd=132mph; TCOL=4.2psf; BCDL=S.Dps(, h=158; B=45ft; L=33ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 04-0 to 3-10-10. Interior(1) 3-1D-10 to 12-4-7, Extedor(2) 12-4-7 to 26-6-2, Interior(1) 26-6-2 to 32312 zone;C-C formembers 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 noncencurrem with anyvther lore 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 2-0-1 will fit between the bottom chord and any other members. 6) Bearing a[jeim(s) 1, 28 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide -mechanical Connection (by others) of truss to healing plate capable of withstanding 67310 uplift at joint 1 and 674 lb uplift at joint 28. 8) This truss design requires that a minimum of 7/16" structural wootl sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. NO 39380 ' 41 0 ORV , ,OtNAF Thomas A lJhani'.PE No.39386 Mffek'USA, Inc. FL Can 6834 6904 Parke East Blvd. Tampa FL33610- Date: April 17.2020 WARNING-Vedfydeclgnparamelers and READNOTES ON MS AND INCLUDED AITTEKREFERENCEPAGEMIA7M v. f6NN2015BEFORE USE. Design veld brass only with MreM conneetors. This design Is based only upon parameters shown, and is Man IMMdual bulaing rnmporem, not ��' a bass system. Belle use the building de dignermust veriythe applirzsign ilAy of desparameters and property L aWssiatefh¢ design loss the overag buildingdedgn. Bracing iMicated is to prevent burxlmg of dd'Mdualmss web andforchoM members only. Marina] temporary and pemarand bracing MiTek- Nalways required for stabiliryantltoproven! collapse wfth possible personal Injury and property carnage. Forgeneralguldenceregarangthe fabrication, storage, delivery,:radon and bracing of tmsses and buss systems, see ANSUIPlf coast, Creeds, DS9JI9 and SCSIBoosttng Compassed! 69M Parts East BW. sesty/nrormalkn eva0able from Truss Plate esdit te, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa FL 36610 Job Truss Truss Type Oty ply T20005150 2235369 AH19 Hip 1 1 Job Reference (optional) DGlmels First source, Plant City, FL -aaxo, 8.240a Mar 92020 MTek Industries, Inc. Fri Apr 17 12:32:39 2020 Pagel ID:FTvhFc39ZAyEiAFgmjOvg=g4A-Bc3JyBmfVH9GOunjUgTg1 VV9QWF72AKWuigg2mzPpL6 20.1.0 z-10.0 41-0 144t0 1640 18-00 25.6.0 3011-0 32-90 2-10-0 63, S7-o 180 1$ 1A04-1.01 S o 6d0 2-0a SFale=1:65.0 2.4 II S"B = axe = 5.00 12 6 7 8 A 29 zx4 II 19 18 177x11) = 13 12 ST1.5xe STp = 4x12 = 2x4 1144 =2x4 11 3x8 — 54 = 6x12 MT2OH$ _ z:b II 14A-0 11&0-0 21-0 i 3n0.-9a-n0 3d2n9-0 21 100-01 e33 I 2011n I Plate ONsets(X,Y)- I1:D-8-11,0-0-0112:0-11-20-0-0113:0-3-80.3-01I7:0-3-00-2-41111:0.3-8Ednel fi6�0-4-120-2-121120:0L120-2-81 LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (too) Ideff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.46 21-28 -842 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.7014-15 >555 180 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.96 Horz(CT) 0.33 29 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 2551b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except' WEBS 1 Row at midpt 5-18 2-20: 2x6 SP M 26, 4-19,6-17: 2x4 SP No.3, 14-16,10-13: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 29=0-3-0 Max Hom 1-263(LC 9) Max Up10t 1=676(LC 10), 29=-675(LC 10) Max Gray 1=1189(LC 1), 29=1171(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - Alliarces 250 (I a) or less except when shown. TOP CHORD 2-24=-479/165, 2-3=3137/2339, 3-0=2065/1659, 4.5=1979/1738, 5-6=1605/1486, 6-7=1573/1509, 7-8=1363/1306, 8-9=1530/t321, 9-10=998/757, 10.11=7041523 BOT CHOR11 2-21=2247/3003, 20-21 1256/3026, 1516=946/1359, 14-15=1106/1413, 13-14=750/628, 10-14=-212/254 WEBS 3.20=1330/973, 18-20=1044/1469, 5-20=117711560, 5-18=1536/1184, M18=1174/1505, 7-16=-067/619, 7-15=137/277, 8-15=15113B3,S74=716/682, 11-13=7B3/1015, 3-21=180/452, 11-29=T186M80 NOTES- ,`,u111111111j1, A q�e%',j 1) Unbalanced roof live loads have been considered for this design. ,,`��O�P$•, 2) Wind, ASCE 7-10; Vu8=170mph (3-second-gust) Vasd=132mph; TCDL=4.2p4 BCDL=5.Opsf; h=150; B=45H; L=33fl; eave=4fl; Cat. U; Exp C; Encl., GCpi=0.1B; MWFRS (directional) and C-C Fxtedor(2) 0.4-0 to 3-7-5, Interiar(1) 3-7-5 to 144-7, Exterior(2) 14-0-7 to 24-8-9, Interior(1) 24-8-9 to 32312 zone;C-C formembers and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip No 393 BD. 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 aanconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-D-0 wide 9 = 0 • will fit between the bottom chord and any other members. >j, ��; 7) Bearing atjoint(s) 1, 29 considers parallel to grain value using ANSI/fPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. ����'.ps,0�, 8) Provide mechanical connection (by others) of truss to beading capable of withstanding 6761b uplift at 1 6751b plate Joint and uplift at joint 29 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Thomas A Albanl'.PE ND.39380 Thom sheetrock be applied directly to the bottom chord. USA, Inc: EL Dart .393 MIT6634 D-Tampa 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 8904 park, IInc. R. FL 33810 Date: Apfil 17,2020 ®WARNING- Verttydealpnparemere-eanEREADNOTES ON MIS AND lNMUDED VTEKREFERENCEpAGEM147vff3 e. 1Qm&z015BEFORE USE Design valid farm only with Mirek®connaMrs. This design Is based ony upon parameters shown, and is for an Individual building odmponem, not a truss system. Before use, the building deagnermusl verilythe applicability of design parameters and properly Incorporate Pulp design Into the overall bulldln,dealgn.Brach, lndloated late prevdm buckling ofinlMduet Wss web andlordeld members only. Adtleionaitemparaty and permaneNbradng MiTek' Is always rmiuirtd fnrstselley and to prevent collapse won possible personal lNur, and property damage. For genera pidance regarding the labrinaaan, Norsge, d�tiverryYe colon ens bmWgol Wsses elM truss systems,see ANSI 1QuelDy Crlfeda,DSBA9endBCWBu11Nng Componem 6904 Parkesaftelefdrmmlen , evailabla have Truss Rite Inches.218 N. Lae Street, sued 31Z Ataundrla, VA=14. Tampa.a 35610East Tampa,R 3a810 Job Truss Truss Type Oty ply T20005751 2235369 BH3 HIP GIRDER 1 as L Job Reference a tional Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MiTek Industries, Inc. Fri Apr 17 12:32:53 2020 Pagel ID:FTvhFc39ZAyEiAF9mjOvgzzng4Atllvwz RCb H31 rOJmj6bTknYugzSgaR6uDaxyzPpKu -1-0-0 5b7 ]-9-9 134-0 1-0-0 56.7 2S3 I 56.7 Scale =1:25.1 1-T.+H 2x4 II 3x4 = 4x10 MT20HS 4 78 17 5 6 axe = 4X8 = 9.11.0 i 1--03656I 493 2-1-7 3-03 Plate Offsets (X Y)- 12:0-10.9 0-1-121 13:0-3-12 0-2-8] 16:0-5-0 0.1-11] p:0-1-5 D-0-4] 19:D-3-8 O-i-41 LOADING (psp SPACING- 2-0-0 CSI. DEFL in (loc) Vde0 L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ved(LL) 0.23 9-10 >681 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.28 9-10 >562 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina NO WB 0.85 Ham(CT) 0.05 7 n/a nto BCDL 10.0 Code FBC2017/TPI2014 Matra -MP Weight: 1401to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 7=D-8-0, 2=0-8-0 Max Harz 2=69(LC 24) Max Uplift 7=2635(LC 8), 2=1775(LC 8) Max Gray 7=4581(LC 1), 2=2978(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-10-1 cc bracing. FORCES. (to) - Max. Comp./Max. Ten. -All forces 2SU (Ib) or less exceptwhen shown. TOP CHORD 2-3=7142/4051, 3-0=10263/5953, 4-5=10263/5953, 5-6=12506f7283, 57=10692/6152 BOT CHORD 2-11=3707/6572, 10-11�3713/6562, 9.10=7217/12506, 8-9-5511/9649, 7-8=562319856 WEBS 6-8=1D68/1977, 6-9=2045/3440, 3-10=-2635/4437, 5-9=766/1304, 5-10=2634/1598 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords -connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 -1 row at 0.2-00c, Except member 8-6 2x4 -1 cow at 0.9-0 oc, member 9-6 2x4 -1 row at D-9-0 oc, member 10-3 2x4 - 1 row at 0-9-0 oc, member 9-5 2x4 -1 row at 0.91 oc, member 10-4 2x4 - 1. cow at D-94) ad, member 10-52x4 - 1 row at D-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 wrinectlons have beer, provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wnd: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf h=151t; B=4511; L=24fr; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconidgmenl with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the -bottom chord 1n all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2635 lb uplift at joint 7 and 1775 to uplift at joint 2. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated [cools) 283 to down and 221 lb up at 3-5-0. 102 lb down and 831b up at 5-5-12. 1031b down and 83 to up at 7-5-12, and 103 to down and 83 to up at 7-10.4, and 283 to down and 221 ID up at 9-11-0 on top chord, and 128 lb down at 3-5-D, 28 Ib down at 5-5-1 2. 3299 lb down and 20D4 to up at 7.1-6, 28 lb down at 7-5-12, 281b down at 7-10-4, 1425 to down and 841 Ib up at 9-0-12, and 128 to down at 9-104, and 14251b down and 841 Ib up at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. a4MQd dl6E(rjoSgandard i No '39380 'R '� W.I.* `% 1111111101 Thomas A Aft anl'.PE No.39360 Ml USA, Inc. R. Cert 6634 6904 Paths East Blvd. Tampa t133610 - Data. April17,2020 ®WARNING- Vanlydeslgn Parameters and READ NOTES ON TWSAND/NCLUDEDMIMKN FERENCEPAGEWl7v2 rev. 10.0M015BEFORE USE. Design valid far use only with MITek® connectom. ThE design le based ony upon Pananders shown, and Is far an Individual Wilding component, not �� doles;quem. Before use, be building designer must verify the applicability of design peninsular. and properly Incolparete thin design Into the owrell buildingdesign.Bm*g Indicated lato prevent budding ofindhidual miss web Endlor Nord members only. AOdtonallempomryendpeimenetibracing MiTek- IsalwayarequiredforatabilyandtopleverdanapsewithposelblepersonallnturyandpmpeMdamage, Forgnmunaguidanceregandingbe (abdCagOn, elorege,delivery, ereCWn anO braGrg alWaxa and truss syatams, eae ANS(?Pll Oueliy Cdrerla, OSB-98 entlBCS/BulINn9 Component goal Parke Feat Shad. Sefiscri larmaUon mmeb tom Tmsa Plele InsWNe, 21B N Lea 9ree4 Suoe 312 Alexandria, VA YA1/. Tampa, FL 36610 Job Truss Truss Type Oy T20005151 2235369 6H3 HIP GIRDER 1 [ly ay _ _ _ G Job Reference (optional) Plat, auu Pl ant ant City, re-a2566, 8.240 s Mar 92020 MTek Industries, Inc. Fri Apr 17 12:32:53 2020 Paget ID:FTvhFc99ZAyEb\FgmjOvgzzng4Anlvv RCbwH31 rOJmj6bTknVugz5gaR6uDa%yzPpKu LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inc ease=1.25, Plate Inmase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-6=54, 6-7=54, 2-7-20 Concentrated Loads (Ib) Vert: 6=80(F) 11=64(F) B=64(F) 9-1 7(F) 10=17(F) 3=60(F) 5=17(F) 4=-17(F) 17=17(F) 18=3299(13) 19=17(F) 20=-1425(B) 21=1425(B) ®WARNING-VeifydWgnparamefem and READNOMS ONTNISAND INCLUDEDWEKREFERENCEPAGEb942Q3mv. 1"WOMBEFOR i USE. Design valid for use onywlm MReM connomm. This design Is based ony upon parameters shown, and Is bran Individual bulldlng mmporiant, nm a trap system. Before use, has buliding designer meet verify the appiloculily of design parameters and property Ineoryorale his design Into the overall ■■ bulldingdsign. Bracing Indicated is to ploveM budding of lndiAdual truss web andlor client members only. Adddlenaltemporaryandpmmenentbracing MiTek' Is atweys required for alablgty and to prevent roAapae with possible personal injury and property damage. Fo',reralguidanmragentingthe fabrication,#arege, delwery, erection and trading oftesoa and trues system, sea ANSg1P110ua1Ny Crlledw, D5a89 and BM Beading Component Sal,ey lnfarmagOn aregabletrmn Tmss Rete IntRNe,216NL Street,SuRO312Alma 6904 Perk, East Bhd. ,VA22314. Tampa, FL 3%to Job Truss Tess Type Oty Ply T20005152 2235369 CA JACK -OPEN 10 1 Job Reference (optional) blunders rRst Source, Plant clry, rL- aLDEti, 3x4 = is,U s mar a <o<u mn ea rnuubulae, mu. nl LOADING (Pat) SPACING- CS'. DEFL. in (loc) Udell Lid TCLL 20.0 Plate Grip DOL %) 1.25 TC 0.21 Verl(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Verl(CT) -0.00 7 >999 too BCLL 0.0 ' Rep Stress Ina YES WB 0.00 HDR(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=1vechanical, 2=0-8-0 Max Holz 2=76(LC 10) Max Uplift 3=12(LC 1), 2=-216(LC 10) Max Grey 3=62(LC 10). 2=157(LC 1) FORCES. (lb) - Max. Corn;PJN . Ten. -All forces 260 (lb) or less except when shown. 6rale=1:6.7 PLATES GRIP MT20 2441190 Weight: 5lb FT=20h BRACING - TOP CHORD Structure[ mod sheathing directly appried or 14)-0 oc pudins. BOT CHORD Rigid miring Qrectly applied or 10-0.00o bracing. NOTES- 1) Wind: ASCE 7-10; Vun=170mph (3-second gust) Vasd=132mph; TCDL-0.2psf; BCDL=5.OpsY h=45ft; B=451t; L=241t; eave=4ft; Cat. II; Exp C; Encl., GCpi=0A8; MWFRS (directional) and C-C Extedor(2) zoneC-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 fast bottom chord live load noncencurrent with any other live loads. 3) • This truss ha"een 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 behveen the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide rechanical onnection (by others) of truss to bearing plate capable of withstanding 12 Ito up[M at joint 3 and 216 Ib uplift at joint 2. p,S A.- A�eiq�i No 39.38D Ar :9 • 4r': 01 Thomas A. Albanl'.FE No.33330 MR USA roc. R. Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 - Bate: April 17,2020 ®WARNING -Vw*vdasign1Avu fersantl READ NOTES ON TMS AND INCLUDED MITEKREFERENCE PAGE MIWQJrW. 10NJR015 BEFORE USE. Design valid for use any with Miele® sensual IDis design Is based only upon parametere shown, and Is (wan Individual building wmponenl, not IMI a truss ayatemse . Before u, me building designer must v rfy Me appliwbm llfty of design parameters and propery lnwrycrale dds design Ito the oveall building design. BaGnglndlcated is to pavetbuckling oflndlAdual Wss web andiorchanalembersenly. MONonaltempoary and permanentbradng M!Tek' is Wways required for srapilly, and to prevent wgapse with posted tad personal injury, end property damage. For general guldanceregamimg the labdmlion, sfarage, degvery,ererlion andbadrgMWssesarW Wss rystems, aee ANSPhIll OuaOy Crlmde, DSB3e and SCSI Building Component Said Parke East Mad. aefaylnhrmafbn anbble Truss PlelelnsN e,218N.Lw BbeKL R03127daxandfia,VA=14. Tampa, FL 36610 Job Truss Tnlss Type pry Ply T20005153 2235369 CJ1A JACK -OPEN 8 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MTek Industries, Inc. Fri Apr 17 12:32:54 2020 Page I ID:FTvhFc392AyELAFgmjOvg>zrlg4A-FV f_6Jx3zu28hBCI=UEL8hG471JTBKI bKKy73OzPpKl ~ 1d0 1-0-0 I Scale =1:6.7 3x4 = Plate Offsets (X,Y)— 12:0.1-14,0-0-21 LOADING (psp SPACING. 2-0-0 CSI. DEFL in (loc) gde0 Ud PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.21 Ven(LL) OLD 7 ,999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) ODD 2 n/a nfa BCDL 10.0 Code FBC2017rIP12014 Malrbt-MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=1ilechanical, 2=0-8-0 Max Hom 2=76(LC 10) Max Uplift 3=.12(LC 1), 2=216(LC 10) Max Gmv 3=62(LC 10), 2-157(LC 1) FORCES. (Ib) - Mart. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pur ins. BOTCHORD Rigid ceiling directly applied or 10-0-0 o: bracing. NOTES- 1) Wind: ASCE 7-10; Vuh-170mph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=S.Opsf, hiiii 3=45fl; L-2411; eave=tfi; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;.porch left exposed;C-C for members and forces 8 MA/FRS for -reactions shown; Lumber DOL=1.60 plate gdp-DOL=1.60 —4-Thls truss has been -designed for a 10.0 psf bottom chord live load nonconcurr=t With any other live loads. 3) • This truss haslareen designed fora INe4oad-of20.Opsf onthe bottom chord In a[Wreas where a rectangle 3-6-0 tall by 2-0-0Wide Will fit between the bottom chord and any other members. 4) Rarer to girders) for tmss to truss cenneCions. 5) Provide mechanical connection (by others) -of truss to bearing plate capable ofwilhslanding92lb uplift at joint 3-and 216 go uplift at joint 2. Pg A No 39386 April 17,2020 ®WARNING- Verifydeelsaparamelem end READ NOTES ON THISANDINCLUDEDMITEK REFERENCE PAGE M P7473 rev. 10,0302015 BEFORE USE Design solid be use only with MTeld0ocnnecicre. This design is based any upon parameters shown, and is for an indiddual building compmnnt, not a buss system. We. use, the bulNing designer mustvedfythe applicability of design parameters and property lncoryohno, Nis design into the overall -•Y bulldingdeslgn.Bradng Indicated is to pmwhi c.arag cflndMdualbuss web andforchord members only. AAdnlonaltemyoraryandpermanentbradng MiTek' b always required for atablldy and to prewat collapse won possible perspnal injury and property damage. Forgenerdguidenoeregardingthe lalshosion. storage, derwery, erection and bradrN oftrusses and truss systems, see ANsVIP/f Owning, Owed., D943a9 and BCSI Bd1/mn9 Component 6904 Pella Feat BNd. SaferylMdrmatldn a Ube� Tmss PWeinemute,216N.lee Street, Re312,Mt dda,VAMi4. Tempe. FL 36610 Job Tuss Truss Type 0ty Ply T20005154 2235369 CJ1B Jeck-Open 4 t Jab Reference o lional Builders First Source, Plant City, FL - 32566. P-71 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 12:32:55 2020 Page 1 ID:FTvhFc39ZAyEiAFgmjOvgzrng4A.jht MJfyhkCA?JL?oOBlehuplsifEwnHkZBigcmPpKs Scale =1:6.5 Plate Oftsets(XY)- f1:0.1-140-D-101 LOADING (pat) SPACING- 2-0-0 CSI. DEFL in ([cc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.DO 6 -999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 2 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 3lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Nc.3 REACTIONS. (size) 1=D.", 2=Mechanical Max Ho¢ 1=25(LC 10) Max Uplift 1=15(LC 10), 2-27(LC 10) Max Grav 1-37(LC 1).2=38(LC 15) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc punins. BOTCHORD Rigid calling direcUy applied or 10-0-0 cc bracing. NOTES- 1) Wmd: ASCE 7-10; Vuh=170mph (3-second gust) Vasd-132mph; TCDL=4.2psf BCDL=5.OpsY h=15R; B=45ft; L=24R; eave=4ft; Cat. II; Exit C; Encl., GCp1-0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.O.psf bottom chord live load nonconwrtent with any other live loads. 3) ' This truss has been designed We live load of 20.Opsf on the bottom ch rd In all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer4ogimer(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 27 It, upMtat joint 2. A. NfA{B9��Ii _ No '39380 0 �5'1` &10 A11 �p %% Thomas A Albanl PENo.38380 Mifek'USA. Inc. R. Carl 6634 AM Parke Fast Blvd.TamDa FL 33610 Otte: April 17,2020 Job Truss Truss Type Oy Ply T20005155 2235369 CJ3 JACK -OPEN 8 7 Job Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 = 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Apr 17 12:32:552020 Page 1 I1):FTOFo39ZAyEiAFgmjOvgung4A-jhl MJyhkCA7JL7oOBlahupFtienvnHkZBlg=PpKs 3-M 3-0-o Scale=1:10.9 Plate Offsets (X,Y)— 12:0-0-2,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Vdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.21 Vert(ILL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 121b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=Mechanical, 2-"-0, 4=Mechanical Max Horz 2=126(LC 10) Max Uplift 3=-56(LC 10), 2=188(1C 10) Max Gmv 3=65(LC 15), 2=197(LC 1), 4=49(LC 3) FORCES. (Ib)-Max. CompJMax. Ten. -All forces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-M oc pudins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and -forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp-DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrenl with any other live loads. 3) • This truss has been designed for a live load of 20.0psf an the bottom chard in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fat between the bottom chard 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 561b uplift at joint 3 and1881b uplift at joint 2. "11111111118011 No '39360 �9 F 44/ 41 Themes A Albert PE No.39380 Mliek USA, _[no. A. Can 6634 6904 Parke East Blvd.:Tampa FL 33610 - Date: April 17,2020 A, WARNING- Verify design paremelem and READ NOTES ON TMG ANDIMMUOE0 MMEK REFERENCE PAGE a047473 rev. 1000=615 BEFOAE USE Design valid for use only with MTek® connectors. This design Is based any upon parameters shown, and Is for an IncMduel bunting component, not �' a tmas system. Before he, the building designer must very the appilrablliy of design parameters and properly Incorporate this design Into the overall bulMingdebpn. Bracing Indicated is to prevent buclOng oflndMdual truss web crosier chord members only. Additional temporary and p ardsem brsdng MlTek• IaaAvgse ubedtorateblldywdtopmwr mAepwwMpoeslbieper mi]Nugmdpmpedydemege. ForgenerelguMenceregarding Ne fabrication.seven, naive, erasion and bracing ofWase, antl Ws. systems.see ANSVrFlf canary cereals, OSBa9 and BCSI Building Component 6904 PeAe East also. Sahylnformffiron mbbkM1 TwsP etas .218NLeo8Ueet Ro312.AIexandM.VA=14. Temp., FL 36310 Job Truss Truss Type 0ty Ply T20DO5156 2235369 CJ3A JACK -OPEN 4 1 Job Reference o Lionel sunaers roar source, ram miry, rc- seas., 3x4 = Scale. 1:10.9 LOADING (psq SPACING. 2-0-0 CSI. DEFL, in (loc) gde0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 4-7 >999 160 BCLL 0.0 Rep Stress Ina YES WB O.OD Horz(CT) .0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 to FT=20% LUMBER- BRACING. TOPCHORD 2x4SPNo.2 TOP CHORD Structure[ wood sheathing directly applied or 3-0-O oc puffins. BOT CHORD 2x4 SP ND.2 GOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (sae) 3=Mechanical, 2--ID-8-0, 4=Mechanical Max Holz 2=126(LC 10) Max Uplift 3=69(LC 10), 2=252(LC 10). 4=49(LC 7) Max Grav 3=61(LC 1), 2=197(LC 1).4=49(LC 3) FORCES. (Irk) -Max. Comp./Max. Ten. -All forces250(I1s) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuk=170mph (3-sea nd gust) Vasd=132mph; TCDL=4-.2psh BCOL=SApsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMerior(2) zone; porch left and right exposed;G-C for members and forces & MWFRS for reactors shownp Lumber DOL=1.60-plate grip DOL-1.60 -2) Thistrusshas beep designed fora 10.0 psf bottom chord Iiveload nonconcaaenl with any otherJive loads. 3) `This truss -hasireen designer for -a live load of20.0psf onihe-boftom chord in all areas where a rectangle 3-6-0 tall by 2-0-0wide will fit between the bottom chord and any other members. 4) Refer to girdef(s) for trussto truss connections. 5) Provide mechanical connection (by others)vFtruss to bearing plate capable of withstanding lb uplift at joint3,-2521b uplift at joint 491b 4. H1111111111< 2 and uplift at Joint - ^ E NG-39380 April 17,2020 ®WARNING- VerDydeall pwane.MrsenEREAD NOTES ON TRtSANDINCLUDEDMITEKREFERENCEPAGE.74s.11=31015 BEFORE USE Design valid broad enywM MITOM connedbns. This design Is gasser only upon parameters shown, and le fa an Ind]Adual building rumpenerd, nor e truss system. Before use, the building designer mustve ifythe applicebllity of design parameters and properly Insoryorate Ihb deep Intothe ovaall bulldingdaslgn. Bracing Indicted lsto onduard bucking oflndlvldualmas web anworchord members any. Additional temporary and pennanehi bracing M!Tek" hi always regulred for stablldy and to prevent rdlepse with possible Personal Injury and property damage. ForgenecdlguldancereBardieg Ole fxtrdoa9dn,storage, dawery,erection and brad, ofWsses and truss systems, see ANS17F11 Quality Cdfeda, DSBa9 and SCSI Building Componedd 6904 Parka Fast gal. Seretylnhrmefion avarabb from Truss Plane untrue, 218 N. Lee Si Sure 31Z Alexandria, VAM14. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20005157 2235359 CJ3T JACK -OPEN 2 1 Job Reference (optional) builders First Source, Plant City, FL - 32565, 3.4 = 8.240 a Mar 9 2020 MITsk Industries. Inc. Fri Apr 17 12:32:57 2020 Scale =1:10.9 Plate Offsets (X.Y)— 12:0-1-14,0-0-21 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in Doc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(L-) -0.04 4 >823 240 MT20 244M90 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Ven(CT) -0.09 4 r393 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: ll lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=126(LC 10) Max Uplift 3=-49(LC 10), 2=188(LC 10) Max Grev 3=97(LC 15), 2=197(LC 1) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shaven. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=S.Opsf; h=15ft; B=4511; L=24ft; eave=oft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (dlrectional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nancencurrenl with any other live loads. 3) ' This truss has been designed for a live lo-4d-o120.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-04 wide will fit between the bottom chard and any other members. 4) Refer to girder(s) for truss tatruss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 188 lb uplift at joint 2. ,,` O l\lTlf llllyl/ I� No 3T33BR. Is Thomas A. Albert PE NO:39380 MTek USA, Inca R. Cart 6634 6904 Raft East Blvd. Tampa FL 33610 Date: April 17,2020 ®WARNING. Verflydesignparamarera antl READN07ES ON THIS AND INCLUDED fursn( EERENCE PAGEWb747drev. fivaI2015BEFORE USE Design wind forusd only with MTdksuderadom. Title design Is based only upon parameters shown, and Is for an IMiodual building component, not a Wad system. Before use, the bonding deslgnermust vuly he applicability of design pa sadden and pmVedy InoWorste this design Into the overall bulbingdealgn. B2cing Inalceled is to prevent bottling orincMduai was web snider chord members only. Addelonalumuny and pmmanent bracing MiTek- Isalways required for stabllly and to prevent collapse wife possible personal lNwy and property damage. Forgandrelguidanceregerdingthe fabduon.Mmge.de4ve en mWondbmdng MbussesaneVusssWams.seo ANSIrrof DuallyCdrede, DSB118 and SCSI Bulafng Compdnerd SNery lydonnRbn from Truss Into 218 N. Lee Event, goad 31Z 6904 Papa Ear BM1d. avagawb Plate ute. Alexandra. VA 22314. Tampa. FL sable Job Truss Truss Type Oty Ply T20005158 2235369 CJ5 JACK -OPEN 4 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 3x4 = 8.240 s Mar 9 2020 MRek Industries, Inc. Fri Apr 17 12:32:682020 Page 1 ID:FTvhFc39ZAyEiAFgmjOvgzmg4A-8G71Yyg_ZO7YZAokNSKJHU(Rilvbh7B1AF9wKCAZPpKp scale = 1:15.0 LOADING (psq SPACING- 2-0 O CSI. DEFL. in (roc) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.05 4-7 >999 240 MT20 244/19D TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr VES WB 0.00 Hoa(CT) -0.00 3 rile n/a BCOL 10.0 Code FBC2017lfP12014 Matrix -AS Weight: 18 Is 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. REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=11ilechanical Max Hom 2=176(LC 10) Max Uplift 3=116(LC 10), 2=207(LC 10) Max Gre, 3=122(LC 15), 2=264(LC 1), 4=86(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) Or less except when shovm. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5:Opsf; h=15f-, B=45f1; L=24tt; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedar(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 1 D:0 pat bottom chord live load nonconcumem with any other IiveAoads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom -chord in a0 amaswhere arecrangle 3.6-01all by 7-0-0 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 Wss to bearing, plate capable of withstanding 1161bvplift at joint 32nd 207 Ib uplift at joint 2. GyThis truss design requires that a minimum of 7116" structural wood sheathng be applied directly -to -the top chord and 1/2" gypsum sheettock be applied directly to the bottom chord. Date: PS A �q<e,r.. �10ENSF•9�Ji��•C NO '39HO April 17,2020 ®WARNING-V rey Cealgnparemerersand READ MOTS ON Tr1ISANDINCLUDEDMREKREF£RENCE PAGEMIF7473 rev. 1MV2015BEFORE USE. Design valid for uae onlywkh surplus connecana. This design Is based only upon parameters shown, and Is far an IndMdual building component, not a tress system. Before use, the building designer must verify the applicability of design parameters and property Incorporate Nis design Into the overall build'mi,design. Bracing Indicated is to prevent buckling of lndaklual Vass web anwar Nord members only. AddXlonaltempomryandparmeneMbmCing M!Tek' Is allays required far stability and to prevent copapsewas po arle personal lnluyand property damage. For gen aw guldan=e regarding Ne tabdragon ctomge,d.Wry, erection all bracing oftmsses end truss systems,see ANSU7PIf Ouardy Call DS"9 and BCSl Building Component send Parke East Bind. Sefeylydorsnadhon ava bb Vora Tmss RMelns e,210N.L Street 19312,AImmn ,VA22314. Tampa, F136610 Job Truss Truss Type 0ty Pty T20005159 2235369 CJSA JACK -OPEN 4 1 Jab Reference (optional) guilders First Source, Plant City, FL-32566, 3.4 = 8,240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 12:32:58 2020 Page 1 ID:FTvhFc39ZAyELAFgmjGvgtvlg4AAGjVyg_ZDTYZAokNSKJHU(RfOvYF781AF9aKCAzPpKp 5-0-0 5-0.0 Scale - 1:15.0 Plate Offsets (X,Y)- (2:0-0-6.Edgel LOADING (Par) SPACING- 2-0-0 CSL DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.60 Verl(LL) 0.13 4-7 >453 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.12 4-7 >511 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SO No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (sIze) 3=Mechanical, 2=048-0. 4-Mechanical Max Horz 2=176(LC 10) Max Uplift 3=135(1_C 10), 2=315(LC 10). 4=86(LC 10) Max Grav 3=115(LC 1), 2=264(LC 1), 4=86(LC 3) FORCES (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural mod sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES. 1) Wnd:ASCE7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf,, BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. it; Exp C; Encl.. GCpi=0.W, MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and farces &A4WFRS for reactions -shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This tntsshas bun -designed for a 10.0 psf bottom chord live loatl nonconcurrent with any other live loads. 3) *This truss has -beendesignedior s live load of20.Opsf on the bottom chord In all areas where aleclangie 3.6.0 tall by-2-0-0wide will rd between the bottom chord and any other members. A) -Refer to ginler(s) for truss to- trusuconnections. 5) Provide mechanical connectio"Ify others) of truss to bearing plate Capable of withstanding 135 lb uplift at joint 3, 315 Ib uplift at joint 2 andAM It, uplift at joint. 6) This truss design requires that amininwm of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheemack be applied directly to the -bottom chord. No 39380 Cc Z \�4y144 �i QR1 ����SS�ONA 0E0ca�. Thomas A Albanl.PE No.39380 .. .... - MRek'.US4, )hd. FI.Cart 863q 6904 Parke East Blvd..Tampa FL 33610, Date: April17,2020 ® WARNING -V dfy designP..is. andREAD NOTES ON MS AND INCLUDED MITER REFERENCE PAGE 141p7473 rev. 111WIM15 BEFORE USE Dmgn valid for use only with Mil mnntttors. This design Is bases only upon parameters shown, and is for an NeMdualWort, componem net ��• a from system. Before use, Me building designer must veny the appGmbilay of design parameters, and property Incorporate the design sto Me owrdl bull design. Brazing iMicated is to prevem WrklIng of Indimdual buss web andlm c cord members only. Addnes! temporary end Delmanambrecmg MiTek' is eFxaya requved roc srobgdyand to prevanl mgapse wBh lrosaTle personal injury end prapedydemege. Forgenerisguldmceregadingma febnmtion.=.a..delivery, erection and b.drg M tresses and"Is rydem;sea ANSVIP(1Ouafiry CMeda, USBFg and SCSI Building Componom am Parke East BW. SareWhiforsedion avallablefmm Tmsa Ml alnsftde,21BN.LmSmre ,Sufie3Y4,Navendda,VA22314. Tampa, FL MID Job Truss Truss Type Ory Ply T20005160 2235369 WET JACK -OPEN 2 i Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Apr 1712:32:59 2020 Page 1 ID:FTvhFc39ZAyEiAFgmjOvg2D1g4AtSGt9D7CnRgOnyJ7ilgWrk_sWJ=sbHKUpgul=PpKo 2-10-0 5b0 1-0-0 22 160 2-2-0 Scale=1.15.0 kR8 Plate Offsets (X,Y)— 12:0-1-14,0-0-21, 13:0.5-4,0-2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) BdeB L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.49 Vert(LL) 0.09 6 >629 240 MT20 244/19D TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.OB 6 >730 180 13CLL 0.0 ' Rep Stress Ina YES WE 0.00 Hom(CT) -0.05 5 rda n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 201b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 3.6: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-B-0, 5=Mechanical Max Horz 2=176(LC 10) Max Uplift 4=87(LC 10), 2=207(1-C 10), 5=26(LC 10) Max Gray 4=106(LC 15), 2=265(LC 1), 5=78(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - Ag /crces 250 (Ib) ocless except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second-gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf, h=15ft; B-451 ; L=24fl; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extencr(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 chard live load nonconcumentwfth 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 fat between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 87lb uplift atjoint 4, 207 lb uplift atjoint 2 and 261b uplift at joint 5. 6) This tmssd esign requires that a minimum of7/16" structural wood sheathing -be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `111111111A1111 No '39360 . 0 �I Thom A Mail PENo.39380 MITeltUS& Inc. FL.Cat 6634 6904 Paf1® East Blvd. Tampa R.33610: Date: April 17,2020 A WARNING � VerfrydeaJImpamanters and READNOTES ON THIS AND INCLUDED AIITEKREFERENCE PAGE IWL7473 . feOW015BEWRE USE --■�' Desgnvalil for use only n hanclSconswaom. This design is based only upon parameters sbwm, and is for en M WIustbildhq wroporem,not us a truss system. Beforee, the wItfing designermust very the appOcoblay of design parameters and pmpedy roorporale fly design imothaouerell `�.`rw bubtingdesign. Bmchgin iiWedlstopmwtdbu Mgof MdMdualWsswebm&W OoMmembemonly. AddNonaltempooryeodpermanesommag MiTek' Is always required for stabllily and to prevent collapse wet possible personal injury and property damage. For general guldens regaming the fabrcatlon, slo en delivery, creation and bowing of trusses end truss systems, see ANSM11 Overt, errand, DS"S and SCSI Bullding Component fi904 Palle East Bhd. Seferylnbrmerlon emilable Dom Tmae Plate sell 218 N. Lee Street, Sub. 31Z A mendox, VA Ml 4. Tampa,R 36610 Job Truss Truss Type Oty Ply T2D005161 2235369 DH7 HIP GIRDER 1 1 Job Reference (optional) Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 12:33:00 2020 Scale =1:429 54 e. r 31 = 5A3 V 18 19 4 20 21 22 5 3x8 = 6x8 = 4z10MT20H6 = Us = 3xe = Plate Offsets (X.Y)- (2:0-0-0.0-D-21, (6:0-D-0,0-0-21. (8:0.3-8,0-3-01, (10:0-3-8,0-3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (too) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.55 8-10 >514 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.73 B-10 >394 18D MT20HS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.39 Hom(CT) -0.11 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight: 991b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 *Except' 3-5: 2x4 SP No.2 BOTCHORD 2x4SPM31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0.8-0, 6=041-0 Max Holz 2-125(LC 7) Max Upfdt 2-1791(LC B), 6=1791(LC 8) Max Grav 2=1816(LC 1), 6=1816(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250(lb) or less exceptwhen shown. TOP CHORD. 2-3=-3981/3608, 34=365713442, 4-5=3657/3442, 5-6=39SM608 BOT CHORD 2-10=-3173/3608, 8-10=3678/4127, 6-8=3173/3608 WEBS310=-822/1014,410=-641/5B2,4-8=6411582,5-8=B22/1014 BRACING - TOP CHORD Structural wood sheathing directly applied or 24-9 oc putting. BOT CHORD Rigid ceiling directly applied or4-0-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vah=170mph (3-second gust)-Masd=132mph; TCDL=4.2psf; BCDL 5,Opst h=TStt; B=4511; L=24fl; eave--4fl; CAL Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch Ieftand right exposed; Lumber DOL-1.60plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise4ndicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any -other live loads. 6) ' This muss has been designed for a live load of 20.Ops1 on the bottom chord In all areaswhere a rectangle 3.6-0 tall by2-M wide, will M between the bottom chord and any other members. 7) Providemerhanical connection (by others) of muss to bearing plate capable of withstanding 1791 It, ul atjoim 2 and 1791 Ib uplia at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated toads) 232 lb down and 389 lb up at 7-0-0. 155 Ito down and 1189 lb up at 9-0-12, 155 lb down and 189 lb up at 11-0A2, 155 lbdown and 189 Ib up at 1244, and 155 It, down and 189 It, up at 14-4-4, and 232 lb down and 389 to up a4 1SS-0 on top chord, and-381 Ito dawn and 292 lb up at 7-D0, 106 lb down at 9-0-12, 106 lb down at 11-0-12, 106 lb down at 12-4-4, and 106 lb down at 14-44, and 381 lb down and 2921b up at 16-4-4 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) of back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unffonn Loads (plf) Vert: 1-3=54, 3-5=54, 5-7=54, 11-14=20 Continued on page 2 X . �i0,ENSF• 9%y e No '39686 P'ZI 'O N Is A � Ea`e Thomas A Albert PE No.39381) MiTek USA. Inc. FL Dert66M 6904Padte East Blvd. Tampa FL33610 Bate: April 17,2020 ®WARNING- Verify daflgn parameter and READ NOTES ON THIS MD INCLUDED MNEK REFERENCE PAGE Mf4TQ)3 rev. 10,034015 BEFORE USE �� Design wild air use any with Mnekds connectors. This design Is based any upon parameters shown, and Is for an Individual building component, not Nil' a mass system. Before use, the building designer mug verily am applicability V design parameters and propertylnwRomdle this design into the overall bullding design. Brscing indicated is to prew rt budUmg of Individual truss web andfor share members only. Material tenpomry and permanent braving MiTek" Is always re9uhedfar stabliayand to prewN collapse with possible personal Injury and property damage. Furgeneraigudenceiegareingthe fabdr omgmge,derw�Y :mdionendbmdngeMneseMbuas"ms.sae ANSDTPII Dually crashes Lease and SCSI gloriously Component Truax Plea lneNde.218 N. Lee street Sub. 31Z Assandba, VA=14. 5904 Parke East evil.saferylNormoUon avaOaElofran Tampa FL 36610 Job Truss Truss Type Dry Ply T20005161 2235369 DH7 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32666, 8.24Da Mar 92020 MTak Industries, Inc. Fri Apr 17 12:33:00 2020 Paget ID:FTvhFc39ZAyEiAFgmjOvgs g4A4fgFMMOqykoHP6umDILIOyWVXjAvbyUTjTPRH2.PpKn LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=174(B) 5=174(B) 10=353(B) 8=353(B) 17=114(B) 19=114(B) 20=114(B) 22=114(B) 23=-61(B) 24=61(B) 25=61(B) 26-61(B) ®WARNING- Verffydesignparameters and READ NOTES ON THIS AND INCLUDEDMITEKREFERENCE PAGE afelv3r.v. l"X015BEFORE USE. Design valld br use mi Mirekilsconnectors. This design Is based only upon pammsters shown, and Is form Individual building sompanent,nN a "as system. Bef he use, the buil0ing designer mug vedy the applicability of design parameters and property Inmryorete this design Into the avemll builEingdesign. Bracing indloged is to prevent buckling of lndMdual Was web andlar shah members only. Addhlon.ltempomyandpennanegbmoing MiTek' Issways required for caughty and to prevent wrap= wdh possible personal Injury and property damage. ForgenemlgWdaause, ling Ne fabdcation,gomge,deWM.eretlionandbmdngof Wssesandhusssy4.M..see ANSUIPIf Quaker creeds, DS"9 end BCSl Building Component 650d Paris East BNd. Sefeylnrortneflon av4gable hem T. Platetnsihute,21BHLee St Suft.31ZAlemndf.VAM14. Tampa FL 38610 Job Truss Truss Type Oty Ply T20005162 2235369 E.12 JACK -OPEN 4 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 3z4 = 8.240 s Mar 9 202D MRek Industries, Inc. Fri Apr 17 12:33:012020 Page 1 Scale -1:9.9 Plate Offsets (X.Y)- 12:0-1-14,0-0-21 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(L-) 0.01 4.7 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hcrz(CT) -0.00 3 n/a his BCDL 10.0 Code FBC2017rrPI2014 Matrbr-MP Weight: 10 lb FT=20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 24-8-0, 4=Mechanical Max Hom 2=113(LC 10) Max Uplift 3=51(LC 10), 2=239(LC 10), 4=-38(LC 7) Max Grav 3=47(LC 1), 2-182(LC 1), 4=39(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 2-00 DO puffins. BOT CHORD Rigid ceiling directly applied Or 10-0-0 Oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; B-05ft; L=24ft;eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left 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-noncencument 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 wherea-rectangle 3 6 tally 2-0-Ov ider 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 51 Ib uplift at joint 3, 239 lb uplftt-atjoint 2 and 3B Ibuplift at joint 4. 2 ND 39HO April 17,2020 ®WARNING -Verify daslgnpanmeters antl READ NOTES ON TN IS AND INCLUDED MREK REFERENCE PAGE MIP7473 mrv. 10MIZ2015 BEFORE USE. Design wlid for use arty with MlTexdb assassinate. This design is based any upon parameters shown, and Is for an IndiMUN building component, net - a truss system. Before use, the buileing designer must vedfy the applicability of design parameters and propeM Incorporate this design Into the owrell bulidingdeslgn. Brsaingindieadislopmwntbudtlingof NdMdusl Wa9webeedlarahordmembersonly. Moberaltemporessial"manembreaing MITOIC Is always re4uifor stablIV and to preyed collapse with possible personal Inlay and pmpery carriage, Forgenerdlguidenceregardingthe fabdrallor.damage, derwey, emdian andbmdng oftmsus are buss systems, see ANSIRPN Q."Create, DSBa9 and SCSI Bandana Component 6904 Make East BAN. SaletylMormation ewdabb ham This. Me. lrstbute,218 N. Les Slewl, Sale 312 Aleaddda. VA=14. Tampa FL sell Job Truss Truss Type Oty Ply T20005163 2235369 EJ3 JACK -OPEN 5 7 Job Reference (optional) Builders First Source, Plant City, FL - 32556, 8.240 s Mar 9 2020 MT& Industries, Inc. Fri Apr 17 12:33:02 2020 Page 1 ID:FTvhFc39ZAyEWFgmjOvgzzn94A-01y0R144M3?eO1 BK9NDTNcR6W163y0mAnuYM.PpKI -0-0 3-54 40 35-0 Scale=1:11.8 2x4 = Plate Offsets (X Y)— (2:D-0-60-0-0) LOADING Ugst) SPACING- 2-0-0 CSt. DEFL. in (loc) 6deff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ven(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Ven(CT) -0.01 4-7 >999 18D BOLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 Na i BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 13 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=1ulechanical,2=0-6-0,4=Mechanical Max Harz 2=136(LC 10) Max UplOt 3=-69(LC 10), 2=l l)O LC 10) Max Gran, 3=77(LC 15), 2=210(LC 1), 4=57(LC 3) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 3-5-0oc purlins. BOT CHORD Rigid ceiling directly applied or 10-I cc bracing. NOTES- 1) Wind; ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=S.Opsq h=15R; B=4511; Lsai eave=4ff; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown;_Lumber DOL=1B0 plate gnp DOL=1.60 2) Thls_truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 3) ' 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. 4) Referto girder(s) for truss to truss connections. 5) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 Its uplift at joint 3 and 190 lb uplift at joint 2. V, - -,r No 39380 f:7 •anruuu•- Therms A Albant'.PE No.39380 MITek USA, Inca A. Cert 6634 69H Paths East Blvd. Tampa R. 33610 Uate: April 17,2020 ®WARNING Vedlysmignparamefem and READNOTES ON THIS AND INCLUDED a1ITEKREFERENCE PAGE M&7473rev. les"19BEFORE USE. Design valid for use only with MneM oonnestors. This design Is based antt, upon parameters shover, and Is Men Individual building component, not �� a truss lMing system. Before use, the budesigner must vainly the appgcablliy of design peramatere and properly Incomorme Ihb design Into the overall bulMingdeslgn. Smdnglndlratedistopmwmbur ingoflndMdualwssweban&l OONmembemenN. Additional temporary and permenemmissing MiTek' Is always reamal forstebigy antl to prawm mgepas en P.as iepersonal injury and property damage. Forgeneralguidanreregeldingthe fabrimgon, storage. delivery, erection antl bradlg ofmless and bass systams. we ANSIMPH Osegry crime, Ds"9aad SCSI Banding Compouranl 6904 Parse East Blvd. SdbVi orma n awUbleewn Truss Retains e,219NLeeabeKt 4e312NaxandM.VA=14. Tempe, FL MIO Job Tmss Truss Type 0y Ply T20005164 2235359 E,17 JACK -OPEN 25 1 Job Reference o Lionel builders Fpst Source, Plant City, FL-32566, 3x4 = 8.240 s Mar 9 202D MITek Industries, Inn. Fri Apr 17 12:33:03202D 3na1e=1:19.8 Plate Offsets (X.Y)— 12:0-1-2,Edgel LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.17 4-7 >483 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.20 4-7 >422 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 We We BCDL 10.0 Code FBC2017/TPI2014 Matra -AS Weight: 241b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanlcal Max Horz 2=226(LC 10) Max Uplift 3=174(LC 10), 2=234(LC 10) Max Grav 3=178(LC 15), 2=336(LC 1), 4=121(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(I1b) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wnd: ASCE 7-10; Vuh=170mph-13-second gust) Vasd=132mph; TCDL=4.2psf;BCDL=5.OpsY h=1511; B=45fl; L=249; eave=411; Cat II; 6cp C; Encl., GCpi=0.18; MWFRS (directional) and CC Exterior(2) -14--0 to 1-e-0, Interior(1) 1-841to 241-5. Extenor(2) 2-8.5 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1B0 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcunem 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) Providamechanlcal connection (by others) of truss to bearing plate capable ofwithstanding 1741b uplift at joint 3 and 234 to uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be appoed.directly to thetop chord and 1/2" gypsum sheetrock be applied directly -to the bottom chord. .�t 011 o% p s' A f A .� No 'nno Thomas A Albaril PE'ND.39380 Mffek USA, inc. R. Celt 6634 6904Parke East BIvd.TaniPa FL 33610- Datei April 17,2020 ®WARNING- trwaydWgnparemetors end READ NOTES ON TNISAND fNCLWEDMTEKREFERENCEPAGEM0.1473 . 10/dYlOf5 BEFORE USE DesignvalidbruseonywMMTeM=ne .Tmdesynisb Wanyuponpa demdlpwn,andisforani Mduat WUOSgmmpmnnd a buss system. Bdme use, ed9 tlesignermusivariry design pammet tybrolpplda Mis design kdo Ne owrail iu W dmepprrzm web in only. xxNelbusswebandlmNodmemEen:my.rgeneriguidameryeMir,theeNbracing MiTek" is nqui.BracbgWxAetlutaprewdeapsewM is always rcqulretlfpr¢bblGyeM to prevent collapse wM posside persolal lnpvyend pmpedy tlemaga. Forgeneml Auldarrce reAaNing be fabdTation, stp2ge, 4eevery, election end bmctngdWsuseM buss sy5ems,sea ANSfmPlf ouaey CMerle, OSaJi9 endBLSl aufldinp Componerm 6904 Parke East 3Nd. Senerylnfprmeflon eve lelrom Tmss RMe In=x e,218N.Lee BDeeLS fta312Alexandre,VA22514. Tampa,R 36610 Job Truss Truss Type 0ty Ply T20005165 2235369 EJ7A JACK -OPEN 6 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 3x4 = 8,240 s Mar 9 2020 MTek Industries, Inc. Fri Apr 1712:33:03 2020 Page 1 ID:FTvhFc39ZAyElAFgmjOvgang4A-UEWO?02irt sGacLutvS?aBSea00oPGvPReSuNzPpKk Scale = 1:19.8 Plate Offsets(X,Y)— (2:0-1-2,Edgel LOADING (psi) SPACING- 2-" CSI. DEFL in (loc) BdeO List PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.17 4-7 >483 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC D.64 Vert(CT) -0.20 4-7 >422 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 nfa We BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 241to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=11ilechanical, 2=0.8-0, 4=11elechanical Max Hom 2=226(LC 10) Max Uplift 3=174(LC 10), 2=234(LC 10) Max Grav 3=178(LC 15), 2=336(LC 1). 4=121(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1)-Wnd: ASCE 7-10;Vuft=170mph (3-second gust) Vasd=132mph; TCDL-0.2psf, BCDL=5.Opsf;.li, B=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=i MWFRS-(directional) and C-C Extenor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0to 2-8-5, Exted iot(2) 2-8-5 to -6-11-4 zone;C-C for members and force" M WFRS 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 nonconcumenl with any other live loads. 3) ' This truss has been -designed for alive loadbf 20.0psf on the bottom chord in all areaswhere a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Referlo g"Wer(s) for-twss-to truss connections. 5) Pmvidennechanicalconnection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint and 234 lb uplift at joint 2. 6) This -truss design requires that minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Date: A, FL33610 Aprjl 17,2020 �WARNINO- Verttydesignparamefen and READ NOTES ON TMS AND INQUDEDMITEKREFERENCE PAGE All mv.1 WW015BEFORE USE Design valid for use onywbh Mfreiei connector:. This design Is booed el upon parameters shown, and Is for an InclAdual building component, not ��• a roes system.Before use, the bullding designer must verify the applicability of design parameters and pmpeby incorporate this design into the mewl ��-��•YYY bulldingdeslgn. Bmcingindic edistopraventbuWngafindidduailr umbandlorOadmombomonry. Additional temporary and penal trading WOW @allays required for stability and to pmverd collapse with possible personal injury and property damage. For general guldaroe regarding Its fabncogon, vorage,delivery, eretlion and brocng orfruetesand rose syseems.see A1151`TPN Duelxy Corti w5i end BM Building Component 5904 Porte Fast BIM. SefeyNrormWon m&bNe Truss Rdolns9,raga10N.Lm9re Sudo31ZN1 dne.VA22314. Tempe, FL WIG Job Truss Truss Type ply Ply T20005166 2235369 EJ7B JACK -OPEN 2 1 Job Reference (optional) p.eru s ear s cvm N" I es mousnea, mc. rR npr, a rz:m:ua 4uzu 2x4 = 3 2x4 II BRB Scale =130.1 Plate Offsets MY)— 13:0-2-0.079-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.76 Ved(LL) 0.17 4-7 >498 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.19 4-7 >436 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matra -AS Weight 28111 FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0 Max Horz 2=224(LC 10) Max Uplift 4=169(LC 10), 2=233(LC 10) Max Grav 4=258(LC 15), 2=333(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=195/340 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0pst h=15ft; B-05ft; L=24ft; eave=oft; CaL II; Fxp C; 61U., GCpi=0.1B; MWFRS (directional) and C-C Fxtenor(2) -1-"to 1-", Intedor(1) 1-8-0 to 2-7-5, Fxterior(2) 2-7-510 &ID-4 one;C-C for members andforces8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcuaent with any other live loads. 3) • Thiatruss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for buss to truss Connections. 5) Provide mechanical Connection (by others) of buss to bearing plate Capable of withstanding 169 Ib uplift at Joint 4 and 233 Ib uplift at Joint 2. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W" gypsum sheetreck be applied directly to the bottom chord. 111 N9 39"0. April 17,2020 ®WARNING- VeMydesignpammefns and READ NOTES ON TMSAND INCLUDED MTEKREFERENCEPAGEMA7V3nrv, 1003ltp15BEFORE USE Design valid W use only wM MTeMosinegors. Tliu design is based my upon paremgem shown, end is Men individual Inuding coneNrem na Wu Widen Before use, Use Want, de.4gnermust very Dxr eppg®blydy of design enamHers and pmpedy max, afe this denim bdo me owner bud'vigdesign. to pewnlWdWgol N4MdualWssweb Nwlm qmd members my. Add4ionq temporary end.renanant Insole, MiTek' Isgwaycmguimdforqa MymdtopmmMwU wwnpo Wep MMIOJuryendpmpftydamage. F9rgenemlguidamamgedingthe febd®tion,gom,e, defrvwy, erection end bmd�g of Wsusend Was aygemz,see A 1111PIf Dua9y Crlmda, DS 9 and SCSI Building Component Sefelylnformation 6904 Pane East twd. sage kMmTuns Rgelnsthute,2la N.LeeelmeL9u4e312.AlexandM.VAM14. Tempe, FL 36610 Job Tnlss Truss Type Oty Ply T20005167 2235369 EJ7C JACK -OPEN 1 1 Job Reference (optional) Builders First Souma, Plant City, FL-32556, F*CIIEB 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Apr 1712:33:05 2020 44 = 4a 0 7-0-0 Scale=1:16.8 Plate Offsets (X,Y)— 12:D-0-10,Edgel LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (be) Odell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Ven(LL) -0.07 6-9 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ven(CT) -0.15 6-9 >544 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.11 Horz(CT) -0.00 6 nm We BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 2811D FT-20% LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=D-6-0, 6=Mechanical Max Holz 2=170(LC 10) Max Uplift 4=65(1_C 7). 2=253(LC 10), 6=92(LC 10) Max Grant 4=61(LC 1). 2=334(LC 1), 6=192(LC 1) FORCES. (Ib) - Max. ComplMlax. Ten. -All forces 250 (lb) or less except when shown. BOTCHORD 2-6=2641150 WEBS 3-6=202/357 BRACING - TOP CHORD Structural wood sheathing directly applied. GOT CHORD Rigid calling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=170mph-(3-second gust) Vesd=132mph; TCDL=4.2pst-BCDL=5.Opsg h=15R; B=45R; Lei eave=4R; Cat. II; Exp C; End., GCpi=0.18; MWFRS (dirediona0 and C-C Extedm(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) This truss is not designed to support a calling andis not intended for use where aesthetics are a consideration. 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed fora-10:0 psf bottom chord-live4oad nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord Inallareas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) o1 truss to bearing plate capable ortsdhstandirill uplift at joint 4, 253 lb upOR at joint 2 and 921b uplift at joint 6. 9) This truss design requires theta minimum of 7116" structural wood sheathing be applied dinectly to the top chord and 112"gypsum sheetrock be applied directly to the bottom chord. EN No '39380 SS80NAI � �%', Thomas A AlbanrPE No:3938P _.. ._.. MRek USA, Inc. TLCart 6634 69D4 Parke East Blvd. Tampa R.33610' Date: April 17,2020 AWARNING - w ffydaslgapnerni antl READ NOTES ON MIS AND INCOUDED MITEKREFERENCEPAGE Mrs7473 rev. 101032015BEFORE USE Design wlid taruse eM,wnh MrrelcID connectors. This design Is based only upon parameters shown, and Is for an individual building cumponeni not �- ahuss system. aided use, Me building designer must wetly Ne applloablltty of design paamaters and propery owporete tes design Into 0e overall buildingdeslgn. among Indicated is to pawed budding of indidual tress web anwsr Oat members any. AtldNanal tempoary and peimanem bracing MOW Is always, aqulred for slablity and to pri collapse wah possible personal lnlury and property damage. Forgenerel guidance regarding the lebdoaban, staage,do". creation and baring Mtrusus and truss systems,sea ANSDTPNeualay Cd da,D9 9andBCSI8ullding Component 6904Parke Eeal Btwl. Salary Rrlormatlon awlla0le both Tmv Flate ln9ilule, Ile N. Lee SbeN, Su0e 31l Alnandda, VA Y131d. Temps, FL 36610 Job Truss Truss Type pty Ply T20005168 2235359 EJ7T JACK -OPEN 3 1 Job Reference a tional Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MTek Industries, Inc. Fri Apr 17 12:33:05 2020 Pagel ID: FTvhFc39ZAyEIAFgmjOvg=q4A.Rw8p34yNHRaVbnjDlxw5?Epiku3GJmCs17CyGzPp10 -1-0-0 2AM 7-0.0 1d0 I 2-10-0 1 4-2-0 3x4 = 2-10-0 7-M 2_101 1 4241 Scale =1:19.1 Plate Offsets (X,Y)- 12:0-1-14.Edgel (3:D-42 Edge) LOADING (psi) SPACING- 243-0 CSI. DEFL. in (loc) Udall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.29 3-5 >284 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.27 3-5 >313 180 BCLL 0.0 ' Rep Stress Inc YES WB 0.00 Horz(CT) -0.13 5 Na rua BCDL 10.0 Code FBC2017fFP12014 Matrix -AS Weight: 251b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'ExcepY 3-6: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=D-8-0, 5=Mechanical Max Hom 2=226(LC 10) Max Uplift 4=145(LC 10), 2-234(LC 10). 5=26(LC 10) Max Grav 4=162(LC 15), 2=336(LC 1), 5-112(LC 3) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(I1a) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=5.Opsf; h=15ft; B=4511; L=24ft; eave-0ft; Cat. ll; ESP C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 148-0, Interior(1) 1-e-0 to 2-5-4 Extedor(2)2-8-4 to 6-11-4 zcne;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6D 2) This trussthas been designed for a 10.0 psr bottom chord live -load nonconcum nt 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 fd-between the bottom choaland:any othermembers. _ 4)Refer to girder(s) for truss to truss connections. 5) Provide -mechanical connection (by others) oftruss to bearing plate capable of withstanding 145lbuplift at joint 4, 234 Ib uplift at joint 2 and 26 to uplift at joint S. 6}This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly tolhe bottom chord. ,C No-892180 9 •• -••44 O R `*'SS,ONA ' �1VV% 11110, Thomas IL Albans PE No.34380, Ml7ek USk Inca Fl. Cart 6634- .6904 ParkeEas(B(vd.Tampa FL 33610- bate: April 17,2020 A wAW11N0-Vedlydesl9np..I.and READ NOTES ON MS AND INGLUDEDM?EKREFERENCE PAGE WIPM3 nv. 10=2015BEFORE USE Design Said for use onywab MTeMeenneebrs. This design IS hazed only upon parameters sheer, end Is foran IMindual Widrg mmporere, not .burs system Before use.B,e beildNg designer must wiry Ore eppGrablayddesign parame ps and property a ce"date thle design brto tee overall bdMblgdesgn. Bma gin edlslopre MWU gdNdmdmlmwwebm&w NoNmembammmy. MiTOW IS aeveys required forslabilly and to premed mAapse wdb possible personal lnjWand property damage. Forgeneralguidan=eregamingfhe Nbdi cti slomge,deWM,emr nwdbmdMMWsusaMW lwstema,we ANSB lOuaPy Criledq DS"9mdBC51BUDNnBCompone 69D4 PaAe East BIW. Saflylrtformartlon mMbleiron Truss Plate Innxute,21BNlee6Vee1,Bube312.Al dra,VA22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply T20005169 2235369 G COMMON 5 1 Job Reference (optional) Builders First Source. Plant City, FL-32566, k.e4us mar uzuzu mueK lnausmes, Inc. rn April icoa:mzuzv rage ID:FTvhFc39ZAyELAFgmjOvgzzng4A-voCMP4beaZR7 I LvZ7S9dDm6R8Mm7m6M5PsmV¢PpKh -1-0-0 3-2-0 i 6A-0 1-0-0 3-2-0 5-2-0 Scale=1:14.3 4x4 = 4 3x4 = 3x4 = LOADING (ps1) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- i 2 Plate Grip DOL .25 Lumber DOL 1.25 Rep Stress Inor VES Cade FBC2017/rP12014 CSI. TC 0.32 BC 0.20 WB 0.06 Matrbr-AS DEFL. In Vert(LL) 0.02 Vert(CT) 0.02 Hom(CT) -O.OD (loc) I/dee L/d 5-8 >999 240 5-8 >999 180 4 n/a n1a PLATES MT20 Weight: 241b GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0A-0, 2=0-8-0 Max Horz 2=65(LC 9) Max Uplift 4=-258(LC 10), 2=397(1_C 10) Max Grav 4=227(LC 1). 2=314(LC 1) FORCES. (Il Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=330/8B7, 3-0=322/679 BOTCHORD 2-5=721/279,45=721/279 WEBS 35= 400/137 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) W nd: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL-0.2pst; BCDL=S.Opsh h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left and righLexposed;C-C forJnembers and force, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 live load live loads. ',sf1r 1rrrrrr 44 3) This truss has been designed for a 10.0 psf bottom chord nonconcument with any other 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord Irrall areasA here a rectangle-3-6-0 tallby2-0.0 wide t�% A A(e � . Fd between the bottom chord and Any other members. `��O�P? will 5) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 258 lb uplift at Joint 4 and 3971b upTdt at�� Joint 2. 6) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum N ti 39380 :. sheetmck be applied directly to the bottom chord. -70 C 0 R 1 O P: ���•` 011; ONAL-�%0%' <rnrn44ik4' Thomas A AI PE No.39380- MBek USA, Inc. FL Cwt 6634 6904 parka East Blvd. Tampa FL 33610 Data: April 17,2020 ®WARNING. VeMydougnparameres aaiI NOTES ON MSMDINCIUDEDMMKDEFERENCEPAGEMIL7473m. 10,037015REFORE USE. sesees Design valid far use onywM, MTeMoonnedorc. This design is based any upon paremetms Mown, and is Wan individual buoGng cmpo est. no �� o buss system. Before use, Me bulking designormst yelifythe appocbley domed perzm ms end popery 'mmromt p, he design Into the overa0 buildingdesign. BmWglMirated is to EurlUmg of lnOMdualWssweb eM/m NON members any. AEddmnaltenmeryandpmmanerdbmcing We[( preverrt Is always required mrstablloy and to preveid cooped with possible pervrel Injury and pmperty damage. Forgenelo guidance regan og the fdoovion,stodge,dd,dy. emsoon and bmdnq oftmsses and eyes "ims,see ANSI G..rdyCrt d.,DSB49and BCSIBOWing Component 6914 Parka East BM1E. SaleyrMormerlon evalla0ie ham Trvss Plate InstitNe, 219 N. Lee slmeL Sude 312 Alventlda, VA 2231d. Tampa, FL 36610 Job Truss Truss Type pry Ply IJb T20005170 2235369 GH2 HIP GIRDER 2 Reference o tonal Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MITek Industries, Inc. Fri Apr 17 12:33:07 2020 Pagel ID: FTvhFc39ZAyEiAFgmjOvg=q4A-N7IvgISDwhllBw67jzOA0JJAskCpVK3cJ18zPpKg -14-0 2.6.0 3-10-0 64-0 1-0-0 I 2£U I 1-0-0 I 2ED ' Scale =1:14.6 4x4 = 44 = 1$ 2x4 = 2x4 = LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (too) Bdee L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 6 >999 240 MT20 2441190 - TCDL 7.0 Lumber DOL 1.25 BC 0.15 Ven(CT) -0.01 6-10 >999 180 BCLL 0.0 - Rep Stress Ina NO WB 0.03 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 241b F7=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 2=0-e-0 Max Ho¢ 2=56(LC 7) Max Uplift 5=272(1_C 8), 2= 409(LC 8) Max Gmv 5=257(LC 1). 2-339(LC 1) FORCES. (Ib)-Most. CompAllax.Ten.-Allforces 250(Ib) or less except when shown. TOP CHORD 2-3=418/428, 34=3741411, 4-5---412/424 BOT CHORD 2-7=38W365, 6-7=390/374. 5b=388/368 NOTES- 1) Unbalanced roof live loadshave been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-seocnd gust) Vasd=132mph; TLDL=4.2psf; BCDL=5.0psf;h=15R; B=45fl; L=24R; eave-08; Cal. 11; 5rPC; End., GCpi=0.18; MWFRS�(c irectional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL--"O 3) Provide adequate drainage to prevent water ponding. 4) This truss hasbeen designed face 10.0 psf bofto=hcrd live load nonconcurent wNrany other live loads. 5) a This truss has been designed fora live load of 20.OpSfon the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 6) Provide chanical connection{by others) of truss to bearing plate capable of withstanding 272 Ib uplift at joint 5 and 409 to uplift at joint 2. 7) Hanger(s) or other connection device(s) shalrbe provided sufficient to support concentrated load(s) 29 lb down and 1391bup at 2-6-0, and 49 lb dawn and 1771b up at 3-ID-D on top chard, and 8 Its down and 5Its up at 2-6=D, and 31 lb down and 13 lb up at 3.9-4 on bottom chord. The desM,jNselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) whack (B). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=54, 4-5=54, 8-11=20 Concentrated Loads (to) Vert: 3=5(F)4-11(F)7=8(F)15 -31(1`) NO 39380 lk April 17,2020 ®wAIWNG-Vedlyawl paemeen and READ MOM ON 7MSANO/NCLUDEDMDEKR£F£R£NCEPAGEWI703m. ID/OYIOw BEFORE USE Design valid for use onlyw3U MreldbomnMma Tnls design is based only upon parameters shown, and Is Ir an Wi idual buttes composers, not ��- a truss system. Below uu, One bMing desgner muslvedfythe applicability of design peamelers and papery inmmorse the design incise ovew buldmgdwi9n. Bracing Wicided lsto Fewest sutldmg dtndMdualWss web and/or Word members my. Atltldional teiryrorary arq pemumem bracing Mi rek' 7 Ls Mays regaled loretabifdy and to prevem m0apae wry possinle pemo,aliNury end papery damage. Fargenerelguldencertgardingthe fabdmgon, Woege, deWery, eredfon and trades oftrusses and truss systems,see AN51r11OVagy Criada, DSBAS end SCSI Bulking Componnaf Weds Parke Fast Btrd. Sdatlinormellon evaleb%fmn Trues Tealns e,210N.Lee Street,SuRe3lZAleaandda,VA22314. Tamp; FL weld Job Truss Truss Type Oty Ply T20005171 2235369 HJ2 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 3x4 = d.avu s Mar a eoau MI I es mausmes, Inc. rn npr I r rrdA:ao mda raga i Scale=1:10.3 LOADING (psq SPACING. 2-0-0 CS'. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.30 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Hoa(CT) 0.DO 2 n1a n1a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 141b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or:1 G7 oc pur ins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. All bearings Mechanical except (jt=length) 2=0.8-0, 2=D-8-0. (Ib)- Max Horz 2=113(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3 except 2=265(LC 8) Max Grav All reactions 2501b or less at joint(s) 3,4 except 2=265(LC 28), 2=258(LC 1) FORCES. (lb) - Mu. ComplMax. Ten. -All fans 250 fib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; 3=45ft; L=24ft; eave=4B; Cat. IF, Exp C; Encl., GCpi=0.18; MWFRS (directionaq;yorch leftexposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Tn s designed for wind loads in the plane of the truss only. For studs exposed to wind (name] to the face), see Standard Industry Gable End Details as applicable, or consul) qualified building designer as per ANSUrPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 last bottom chord live load nonconctment 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 by7-0.0 wide will fit between the bottom chord and any other members. 1111111 f ey7 1���� 6)Refer to girdef(s) for truss to truss connections. ♦*♦A♦ S A 7) Provide mechanical connection (by others) of truss to bearing plate capable Of withstanding TOO lb uplift at joint(s) 3 except (jt=lb) ♦ P �( I� 2=265. J♦ p ..•"'» @q: yam. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 821b doom and 19 lb up at � AE INSte• 2 r, 1-5.17_and 821b down and 191b up at 1-5.12 on haftom chord. The design/selection of such connection device(s) is the- Z� V. �•••r�� i responsibility of others. NO '35980 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 7 -0 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 9 _ 4U Uniform Loads (plf) 0 (V �. Vert: 1-3=54,4-5=20 A400 R I P a ONAjj1N�,♦ Thomas A Albanl'.PE Na:38330: Miek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R .33610 Mr. April 17,2020 ®WARNING. Vedydaslpnpa lens; andREADNOMS ON MS AND INUUDW&MKREFERENCEPAGEWA7473mv IMM015BEFORE USE Degnv WrocumonVw Mt7aMconnaaen.Tbtsdesignisb2Sed Drayuponparameters Wewn,andlarmen Individual WgdingmmNmriknet a truss "on Bosom use, tits building designer mustvadyths appgrabiay d design paramelem and pmp"inwi,orde this design Into Ne owmll buMdgdesign.Bmchglndiratedltopmv Wr ngdindMdualtmwwebmWorcaedmem mony.PdddioneNMporeryam Ne eMbmWg Mi rek• b always required forSmiByand topreyedmgapsewW pozslbleperxorW Injury and pmpeM damage. ForgeneralgaDS reIbe fabdration, rtoage, daNrery. aretlmn and b2tilq ofeusses and buss ayslams, sea AN51?P/f OualM trirod, D3&B9mend dBBCSIBUDWng Component 6904 Parke East BFA. SarerylAlormaflon evdgable fiom Tmsa Plda lnstade, 2la N.In Street. eves 312, Nexantlde. VA 2Y414. Tampa, FL 36at0 ob Truss Truss Type Dty Ply T20DO5172 2235369 HJ2A Diagonal Hip Girder 2 i Job Reference o tional Souroe, Plant Ulty, FL-32555, k•'LE 8.240 s Mar 92020 MITek Industries, Inc. Fri Apr 1712:33:09 2020 Scale -1:98 Plate Offsets (X,Y)— 11:0.3-4,0-0-91 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) floor Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.02 3-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 3-6 .999 180 BCLL 0.0 ' Rep Stress Ina NO WB O.OD HDrz(CT) -0.00 2 rda n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: II lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. All bearings 0-8-0 except 0t=length) 2=1vilechanical, 3--Mechanical. (lb)- Max Horz 1=61(LCS) MaxUplift All uplift 1001b or less at jolnt(s) 2,3 except 1=104(LC 8) Max Gras All reactions 250 Ib or less atjolm(s) 1, 1, 2.3 FORCES. (Ib) - Max. COmpJMax. Ten. -All forces 250 (Its) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or3-5-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuk=170mph (3-semnd gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=159; B=45ft; L=24ft; eave=oft; Cat II; Exp C; Encl., GCp1=0.18; MWFRS (directional); porch left exposed; LumberDOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss -only. For studs exposed tc wind (normal to the -face), see Standard Industry Gable End Details as applicable, or consul qualified -building designaras per ANSIrrPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcu ent with any other live loads. 5) • This truss has been designed for a Irve load of 20.0psf on the bottom -chord in all areas.where a rectangle&6-0 tall -by 2-0-0 wide Will fn between the bottom chord and any other members. 6) Refer to g'uder(s) 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) 2, 3 except (jt=1b) 1=1D4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)20 Ill down and 36 Ib up at 1-4-15, and 201b down and 36 lb up at 1-4-15 on bottom chord. The desigNselection of such manection devices) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noteda fwA (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=54, 3-0=20 Concentrated Loads (Ib) Vert 7W0(F=20, B=20) . �A��O�PS' 4 �� VaGE N S�2/ice' No '39380 Thomas A Mlfak USA, 6904Parke gal April 17,2020 ®WARNING-VedfydWgnparame"v dREADNOTESONTMSANDINCLUDEDp11TEKREFERENWPAGEM147dr9rev.lM 0156EFOREUSE. Design vand foruse onlywah MM.IlDconnecdprs. This design Is based ony upon parameters shown, and Is foran individual binding component not let a tress Went. Before use, the pudding designer muMversthe appflablisty ofdesign parameters and popery lownorme this design Into the overall bulldingdealgn. slating Isolated WopraventbuokingVlndMdueltruss web and/or chord members only. Additional temporary and permanent braoing MiTOW Is always oxiolred for stability and to prevent collapse with possible personal Injury and property damage. Forgenomigvidencomgerdingthe fabrratlon,storage, delivery. election and trading oftrusses ail trues systems, we ANSVTPII costly Creeds, DSB-88 and BCS) Building Component 6904 Parts East BIW. SeM1fyrrdanruUon avellabb6mn Truss Plata Intl ,218NLea Step,Sure312,AlevandM,VAM14. Tampa, FL 36610 Job Truss ss TruType Oty Py T20005173 2235369 HJ3 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566. sod = 9201u MI l eK mousVla5, Md. Yn Apr iii :JJ:ue 2u2u Slate=1:13.1 Plate Offsets (X Y)- 12:0-3-10 0-0-31 LOADING (psU SPACING. 2-0-0 CSI. DEFL in (too) Vde0 Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.33 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.07 4-7 >820 180 BCLL 0.0 Rep Stress Ina NO WE 0.00 Hoa(CT) 0.00 2 1 his BCDL 10.0 Code FBC20171TPI2014 Matra -MP Weight: 18 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-10-0 oc putting. BOT CHORD Rigid ceiling directly applied or 1G-0-0 oc bracing. REACTIONS. All bearings Mechanical except (it -length) 2=0-8-0, 2-M-0. (lb) - Max Horz 2=137(LC B) Max Uplift All uplift 100 Ib or less at jolnl(s) except 3=101(LC 5), 2=276(LC 8) Max Grev All reactions 250 Is or less atjotnt(s) 3, 4 except 2=322(LC 28), 2=303(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.OpsF h=15ft; B-05ft; L=241t; eave=4fl; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf-bottom cho "ve load nonconcurtent with any other live loads. 3) • 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 fa 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 101 Ib upliltatJoint 3 and 276 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) B81b down and 7016 up at 4.3-11, and 88 Ib down and 701b up at 4-3.11 on top chord, and 821b down and 191b up at 1-5-12, 821b down and 19 Ib up at 1-5-12, and 261b down at 4.3-11, and 26 to down at 4.3-11 an bottomzhord, The design/selection of such connection device(s) Is tharesponsibilfty of others. 7) In the LOAD CASE(S) section, loads applied to the face of.tbe truss am noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dell + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3-54, 4-5=20 Concentrated Loads (lb) Vert: 8=-18(17=9, 13=9) 10=24(F=12, B=-12) pO pS'A f44e%# e9 4 No 39380 ���'cCpR�OP Nam,. 41rn 11110 Thom A Nbanl PE No.39380:: 'MBak USA, Inca FL Cert 6634 M Parke East Blvd. Tampa FL 33610- Uate: April 17,2020 ® WARNING -Vedildoggnpgion.mnend READ NOTES ONTMSANDINCLUDEDMREKREFERENCEPAGEW7473e.1""015BEFOREUSE �■� Design valid br use only wW Ml connecr... This design is based only upon parameters shown, and Is for an iMlMdual building enmponeM, nor a Wes sygom. Before use, Me building designer mug vgty Me applicability of design parameters and pmpedy corporge this design into the overall baronial B�nglndicgedistoplewMbuWing WlndMduelV sswebmWoraordmembemonly. Addtlpnaltemporery and permanent bmdng +�.,■gg M!Tek' Is alleys hall torgebility and to plavess wiliness win possible personal lNwyand Piopeny damage. ForgenomiguldansemgaMingthe fabrication, storage. delivery, emdion and placing ofbusses and truss systems. we ANSV1P110ueac, Crfteda. Doi and SCSI augdlng Lamponenf was Pall¢ Fag law. aafedlnlornaaeon Tampa, FL 36610 Job Truss Truss Type Dry Ply T20005174 2235369 HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) 5ullaers First Source, Plant city, FL-32555, 8,240 s Mar 92020 MRek Industries, Inc. Fri Apr 17 12:33:10 2020 Pagel ID:FTvhFc39ZAyEiAFgmjOvgzzng4A-naR1 ThB5Cp3scathorX5o3xlgleF%TmOl gzeTzPpKd -t-1D-10 4-11.6 9.10-13 1-10.10 4-11b 4-11-7 Scale a 1:M.2 Ii 3x4 = „ o Plate Offsets (X,Y)- 12:D-3-10.D-D-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loci bider L/d PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.48 Vert(LL) -0.04 6.7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 Rep Stress Ina NO WS 0.39 Hoa CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or5-10-1 oc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied orb-6-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All beatings Mechanical except (jt=length) 2=0-8-0, 2=D-8-0. (Ib) - Max Hors 2=227(LC 8) Max Uplift All uplift 10D Ib or less at joird(s) except 4=144(LC 8), 2=-368(LC 8), 5=119(LC 8) Max Grav All reactions 25D lb or less al joint(s) 4 except 2=555(LC 28), 2=519(LC 1), 5=338(LC 28) FORCES. (Ib)-Max. CompJMax.Ten.- All forcas250 go) or less -except when shown. TOP CHORD 2-3=-98D/358 BOT CHORD 2-7=-470/938, 6.7= 470/938 WEBS 3-6=984/493, 3-7=0/283 NOTES- 1) Wind: ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=S.Opsf, h=15ft; B=45ft; L=24ft; eave=4111; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.6D plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurenl 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 tmssconnections. 5) Provide mechanical connection (byothers)truss to bearing plate capable of withstanding 144 lb uplift at joint 4, 368 Ib uplift at joint 2 and 119 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 72 lb up at 4-3-11, 113 lb down and 72 lb up at 4-3-11, and 145 lb dawn and-141 lb up at 7-1-10. and -145lb down and 141 lb up at 7-140 on top chord, and 82 lb down and 19 lb up at 1-5A2, 82 lb down and 19 lb up at 1.5.12. 22 Ito down at 4-3-11, 22 lb down at 4-3-11, and 38 lb down at 7-1-10, and 38 lb dam at 7.1.10 on bottom chord. The design/selection of such connection device(s) is the responsibility of other 7) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES} Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 58=20 Concentrated Leads (lb) Vert: 12=77(F=38, 8=38) 14=-11(F=.5, B=-5) 15=58(F=-29, 8=29) April 17,2020 ®WARNING- Varlydesl9nparamerers antl READ NOTES ON THISANDINCLUDED MITEKREFERENCEPAGENN1473 v. WMaV15BEFONE USE. Design valW far use ony with MlreMoor eours. This design is based any upon paramders shown, and is for an lns,sclu lbuilding mmponern no �1 a truss system. Boom use. the bullding designer must wily the appiicabilM ofdeslgn pammelers and praperiy lnadnand. IN design intothe overall �f�•YY buildingdesign. Smong included is to prevent dandling V Individual truss web andlor chord members only. Addranal tempamry and permanent loading MOW Is allays required far stablicy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bredng V Wssed and truss systems, see ANSYnoll Dually Crhede, DS249 entl SCSI Building Component 69M Parka East Blvd. SelelylMurnadan amos eb hem Truss Plate Inslhule, 216 N. Lee Stied, Sum 312, Alexandda, VAZ2314. Tampa, FL 36610 Job Truss Truss Type Gty Ply T200os 7s 2235369 HJ7A DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Apr 17 12:33:11 2020 Page 1 ID:FTvhFc392AyEiAFgmjOvgzzng4A-Fm4Pg78jy7BjDoDtMV2KKGUuW UgxR5EhaXAvzPpKc -1-10.1D 4.11.E 9-10-13 1-1610 I 4-11-6 411-7 Scale =1:222 Ii 14 = IvsI'i LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) 9deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.15 6.7 >795 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.12 6-7 >983 180 BCLL 0.0 ' Rep Stress Incr NO WH 0.37 Hom(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix -MP Weight: 42111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (Ib) - Max Hoe 2=227(LC 8) Max Uplift All uplift 100 Ib or less at joinl(s) except 4=162(LC 8), 2=-506(LC 8), 5=338(LC 8) Max Gmv AM reactions 2501b or less al joint(s) 4 except 2=519(LC 1), 2=519(LC 1), 5=321(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=917/893 BOT CHORD 2-7=w%3/865, 6.7=963/865 WEBS 3.6=908/1011, 3-7=-223/283 NOTES. 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=451t; L=241t; eave=411; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1SO plate grip DOL=1.60 2) This truss has beendeslgnedfor a 10.0 psf bottom chard 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 2-0-0 wide -will fa 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 162 lb uplift at joint 4, 506 Ib upliftat- jolnl2 and 338 lb uphftal joints. 6) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 It, down and.841b up at 4311, 40 Ib down and 84Jti at 4311, and69 Ito down and 159111 up at 7-1-10, and 691b down and 159 Il at 7-1-10 on top chord,. and 82 It, down and1816 up at 1-5-12, 82 lb down and 191b up at 1-5-12, 11 Ib down and 61 Ib up at 4-3-11. 11 lb down and 61 Ib up at 4-3-11, and31 Ib down and 108 to up at 7-1-10, and 31 lb down and 108 Ib up at 7-1-10 on bottom chord. The design/selection of such Connection devices) is the responsibility of others. 7) In the LOAD CASES) section, loads applied tothe face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead. Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 58=20 Concentrated Loads (Ib) Vert: 12=-77(F=-38, B=.38) 14=11(F=5, B=5) 15=58(F=29, B=29) WFill NlOp3A44g�i i v C� �aCENS�. Q'Li i. Nai'393$0 Thomas A. Nbaal'.PE'No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East BIvd.Tampa FL33610 Bate: April 17,2020 ® WARNING -Vedlyd la Pare meters antl READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE Ml47473 e11011 BEFORE USE. Design valld for use only with MReM operaptprs. This design is based any upon parameters shown, and is for an Individual building component.not �' a truss system Before use the building designer must vestry the applipabiay of design parameters and properly importance this stage Into the everall bulidingdedgn grading indicated IsatpreventbuckagoflndMtl l trusswebanNorchordtrambed,only.Mideasttemporeryend pradgentamong MiTek' Is always required for stability and to prevmd wheats with possible personal Injury and property damage. For general guidance regami the fabrication, all delivery, deepen and braiding oftm+sas and Was systems, see ANSUTP/1 QualityCdteds, DSB419 and SCSI Building Component (past Parke East BIM. Sahuylnhrmaeon avagabie Wm Tmss PlotelnMWe,218N.Lee e.Suhe312,AImrendda,VA=314. Tampa, FL 31 Job Truss Truss Type City Ply T20005176 22a5369 HJ7T DIAGONAL HIP GIRDER 7 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8,240 s Mar 9 2020 MRek Industries, Inc. Fri Apr 17 12:33:12 2020 Scale =1:Ma Ii - I Sr1.5x8 STP = Sr1.5x8 STP = 3169 .-e 3�fe &19Ag &f a1 � az-9 010o-7n l z-n-1-iz l zas lose � Plate Offsets (X,Y)— 12:0.5-15,0-0-01. 13:0-3-4,D-1-15) LOADING (psp SPACING- 2-0-0 CSI. DEFL. In (too) Vde0 Ud PLATES GRIP TCLL 20D Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.33 3 >320 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.36 9 >296 180 BCLL 0.0 ' Rep Stress Inher NO WB 0.25 Harz(CT) 0.14 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matdx-MP Weight: 431b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 *Except' 2-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 3-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purling. BOTCHORD Rigid ceiling directly applied or 6.0-0Do bradng. REACTIONS. All bearings Mechanical except @=length) 2=0-8-0, 2=0-8-0. (Ib) - Max Holz 2=230(LC 8) Max Uplift All uplift 100 Ito or less at joint(s) 5 except 2=545(LC 8), 6=-261(LC a) Max Grav All reactions 250 Ito or less st joint(s)'S except 2=634(LC 26), 2-==618(LC 1). 6=432(LC 28) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 3.4=1105/673 BOT CHORD 3-B=766/1141,7-8=-761/1135 WEBS 4-7=1233/827 NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf, h=15ft; B=45ft; L=24ft; eave=4lt; Cat. II; Exo C; Encl., GCpi=0d8; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=150 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 otbecmembers. 4) Refer to girder(s) for truss to truss Connections. 5) Bearing at joint(s) 2 Considers pareNel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verity Capacity of bearing surface. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Ito uplift at joint(s) 5 except (jt=ib) 2=545, 6=261. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 8) Hanger(s) or other Connection devices) shall be provided sufficient to support Concentrated kn d(s) 1401b down and 112 lb up at 7-0-14, and 1401b down and 112 lb up at 7-G-14 on top chord, and 821b down and 19 Its up at 1-4-15, 821b down and 19 Ito up at 1-4-15, 561b down and 741b up at 4-2-15, 56 Ib dawn and 741b upat 4-2-15, and 44Ib down and 48 Ib up at 7-0-14, and 441b down and 48 Ib up at 7-0-14 on bottom chord. The design/selection of such Connection device(g) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) .Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3-54, 3-5=-54. 2-9=20, 3-6=20 Anril 17 7n7n onnnuea on page z ®WARNING- Verily design parameters and READ NOTES ON TIPS AND INCLUDED MITESREFEloiPAGE AIIFT4Tare, lears2asBEFORE USE. Design valid for use only with Mnek® connectors. This design Is based only upon parameters shoan, and is for an IndMduel building mmponem, not a Uuw system. Before use, the building designer must sedfy the applltabllity M design parameters and property Incorporate this design Into the overall buildingdesign. Bmcinglndicatedistopmwntbuc ngdhdMdualtmwwebandlorMoNmembomony. Addrfinar temporary and permenard bracing M1Tek' is sheave required for stability and to prevent collapse with possible poisoner Injury and pmpeM damage. For general guidance regarding the fabdoidon,storage. calvary, erection and prudes of losses arW buss systems, see ANSUTPIr Moody, Cdteda, OS"9 and SCSI Building Component 6904 Parke East Bind. Sefefyholsormaow available ham Truss Plate Institute, 218 N. Lee Street, 1312. Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T200D5176 2235369 HJ7T DIAGONAL HIP GIRDER 1 1 Job Reference factional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MiTek Industries, Inc. Fri Apr 17 12:33:13 2020 Page 2 ID:FTvhFc39ZAyEiAFgmjOvg=q4A-C97A5pA UkRRTSNGUz4oPh2Atyeketm0i43dE=PpKa LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-48(F=-24, B=-24) 8=-88(F=-44, B=-44) 11 =-1 13(F=56, B=-56) ®WARNING - Verily doodg pamerelers antl READ NOTES ON THISANDINCLUDED MITEKREFERENCEPAGE MIA7473 rev. f0V=015BEFORE USE Design valid for use only win Miter connectors. This design Is based ony upon parameters shown, and Is for an IndlWOual building component, not �1 a Ins system. Before use co the bulldlng designer must verify the applicability of design parameters and properly Inmorate his design Into to owMl bulMingdeslgn. BmcingIndicatedIstopreventbudding0IndMoluatbunwebandlorclmrdmembersony. Additional todiand pemlanembrodng M(Tek Is always required for stabilly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding to fabrication,Storage,delivery, erection and among of tenses and Voss"ohns, see ANSUFP11 DuaINy Charade, DW49 and BCW Building Component B904 Pale East Blvd. S¢reryinfrous IaNOa awlla0le ham Truss Plale Inslituta, 218 N. Lee Slraet, BuXe 312, Alaxantlde, VA 22314. Tempo FL 36610 l Job Truss Truss Type Oty pi" T20005177 2235369 Vr1 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32565, 1 3x4 = 2 3A = as II 4-1141 4-11A 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Apr 17 12:33:13 2020 2x4 Scee = 1:113.1 Plate Offsets (%,Y)— f2:0-30,0-2-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL In (Ion) Vden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OA6 Ven(LL) n/a - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n/a - rda 999 BCLL 0.0 ' Rep Stress Ina YES WE 0.00 Horz(CT) O.OD 3 We nta BCDL 10.0 Code FBC20171TPI2014 Matri><-R Weight: 15 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 4=4-10.14, 3=4-10-14 Max Horz 4-72(LC 10) Max Uplift 4=96(1-C 10), 3=-75(LC 10) Max Greg 4=15O(LC 1), 3=150(LC 1) FORCES. (Ib)-Meet. CompJMax.Ten. -All forces 250(lb) or less except when shown Structural wood sheathing directly applied or 4-11-8 oc punins, except end verticals. Rigid ceiling directly applied or 10-M Do bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=5.0psf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp-C; End, GCpi=0.15; MWFRS (directional) and C-C Extedor(Z)une;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing, 4)'rhis truss has been designed for a 10.0 pat bottom chordTNe load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord inall areas where a rectangle 3-6-0 tall by 241-0 wide -willl. between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4, 3. : % �� vaG:ENN.. 4y"0�/� No :39386 10. I p � fill IN. III ► t Thomas A Albanl'.RE No:39350. WekMA,Inp.R.Der fi634 6904Patios East 61vd. Tampa FL 33610 - Date: April 17.2020 ®WARNOyG- gerirydesignparamefem antl READNOTES ON This ANDflVUUDEDAfrsKREFERENCEP4GEWA7fr3 rev, 1NDM0158EFORE USE Desigevafd for use only Kb MTeb® CeMeMen. This design la based only upon parameters shown, and Is for an IndlMduel building somponerd, not a Wsssystem.Beaus use, No building designer must vatlfy the appliwbllty of design paemoters and properly lnwrpoete this design Into 09 swell ��-��•YYY bulldingdeslgn, Bmdnglndlwtedlstopre ntW&IingoflndiAdualtmsswebm&orn Mmembenony. Molhonaltemporary and pennanentbmehg Mel( Is essays requlred for Mobility and to prewM ooll pse with possible personal Injury and property damage. Forgenanuguldanoemgardingthe fabdmilon,Momge,datvery,emWonwdbmdngof Wssesmd Wss Wy ema,we ANStRRt O.My CrIeda, DSBda and BCSI BWldi Component 6964 parka Fan BM. 5a/owhole Peden ewllable horn Truss fine lnesute,218 N. Lee Stri Sete 312 Aoxendri VA=14. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20005178 2235369 Vr2 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 a Mar 92020 MTek Industries, Inc. Fri Apr 17 12:33:14 2020 Page ID:FTvhFc397AyEiAFgmjOvg=q4A-OLgYJ8BeF2Z14GyS1hblyvGWaM7btN_XxfoBnEzPpKZ 2.11-8 2-11A 2x4 11 2x4 11 2x4 LOADING (pat) SPACING- 2-041 CSI. DEFL. in ([cc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Ven(LL) n/a - rda 999 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horc(CT) 0.DO 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matra-P LUMBER- BRACING - TOP CHORD 2s4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (sae) 3=2-10-14, 2=2-10-i4 Max Horz 3=53(LC 10) Max Uplift 3=64(LC 10), 2=32(1_C 10) Max Grav 3-79(LC 16), 2=76(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All farces 250 (lb) or less except when shown Scale =1:8.9 eg d PLATES GRIP MT20 2441190 Weight: 9 Ib FT = 20% Structural hood sheathing directly applied or 2-11-8 oc pudins, except end verOcals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=S.Opsf; h=15ft; B=4511; L=24ft; eave=4fr; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exleriol zone;C-C for members and forces 8. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable'requlres continuous bottom chord bearing. 3) This truss has been designed for a 10:0 psf bottom -chord live load ncnconcurrentwilh any other live loads. 4) - This truss has been designed for a the load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will rd between the bottom chord and -any other members. 5) Provide mechanical connection (by others) of truss to bearing plale-cap ddle ofwithstanding 1001b uplift atjoint(s) 3, 2. 111111111111fira , ,,p1 Mp.S A No-39380 April 17,2020 ®WARNING- VenNydeslgnparameters and READ NOTES ON MS AND INCLUDED MITEKREFERENCE PAGE MIF7473 rw. IM31015 BEFORE USE sawas forbad, only with lifrexOconnedors. This design Is based only upon parameters shown, and Is for an Individual Wilding component nN Nit a truss system. Before use, the building designer must vedlythe applicability of design parameters and pmpmly incomorde this design into the overall building design. Bradngintlicntetl is to prewntbuclurng MlndMtlueltmes web andlorchordmembersddly. Addtlionaltemporl and Randanembredng building Mew Is always requbed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdmttion, names, deMery, ion N add bracing ofiusses and Was systems, we AMSMI/0ual Craedq DSII and SCSI Building Component 6904 pairs. Pan BM. SaretyIhhmd ohm avaitable ham Tmss Plato lnglauto, 218 N. Lae Saer, Suite 31Z Assail VA=14. Tampa FL 36610 Job Truss Truss Type Cry Ply T20DO5179 2235369 Vr3 GABLE 1 TJb eference o lional Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MITek Industries, Inc. Fi Apr 17 12:33:15 2020 Pagel ID:FTvhFc39ZAyEiAFgmjOvgxxng4A4 XEwVVUBEOLh9iCXeb06GU6ee2mMccpTg9JYkJhxPpKY 7-241 12-749-1 7-2-8 55-1 10-0 0 7-2A 12 13 Scale: 3si 3x4 6 11 1D 9 8 3x4 C 2x4 II 30 = 2x4 11 as Il - Plate Offsets (X,Y)— (3:0-3-0,D-2-41, (5:D-3-0,0-2d1 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Gip DOL 1.25 TC 0.26 Vert(LL) n1a - n1a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) i - Na 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.11 Horz(CT) 0.01 7 Na n1a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 65 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 Do bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-10-0. (Ib) - Max Hom 1-97(LC 8) Max Uplift All uplift 1DO lb or less atJoint(s) except 1=120(LC 10). 7=120110). 9=124(LC 10), 11=204(LC 10), 8=204(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=337(LC 1). 11=358(LC 15), 8=356(LC 16) FORCES. (Its) -Max. Comp./Max.Ten.-All forces 250(I11) or less except when shown. TOP CHORD 1-2=287/274, 2-3=314/431, 3-4=249/442, 4-5=249/442, 5-6=314/431, 6-7=2871274 WEBS 4-9=211/268,2-11-253/382,6-8=2511382 NC17E5- 1) Unbalanced -roof live loads have been considered for this design. 2) Wind: ASCE 7.10; What70mph (3-second gust) Vasd=1321 TCDL=4.2psf; BCDL=S.Opsf; hi5ft; B=45ft; L=24ft; eave=4fl; Cal. U; Exp C; Encl GCp1=QIS; MWPRS (directiona"nd C-C-Exteior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gip DOL=1-.60 3) Provide adequate drainage -to prevent water pending. 4) Gable requires Continuous bottom chord bearing. 5) This truss has been designed fora 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 Id -between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1201b uplift at joint 1, 120 lb uplift at joint 7, 1241b uplift at joint 9, 20416 uplift at joint 11 and2041b uplift at joint S. 1111 .`��PS' A 'A�6���5 E IN No 39384 April 17,2020 ®WARNING • Vedly sees, parameters and READ NOTES ON MIS AND INCLUDED 111i REFERENCE PAGE 01 7473 rev. 101l"015 WFONE USE. ' Design valid he use bell, who MITek® connectors. This design is based ony upon parameers shown, and Is far an Individual building mmponen not yob end abusssystem.aefaBracing tlevenermuling NmgaLgnln.no verell -•Y Iscollapsengof andforphool dreen Indicatedle VldMduallithas only. Mlncondtem boNmembersonty tempmeryearding enenlbreGng MiTek' btlyand Is al airequiredgn. for stability prawn. possible personwebury and Forgeneral possible personal lnd.se. pmpertydamage. gard bblwaya=.gobrsieblry, m,0 Duane Canada, nEsSance NNe hosta and auwnh dVe.21 aMWssayKW sea ANSVAM14a4y Cdfeda, pSB419 antl SCSI BufIdln9Componerd labdra5bn, storege, delivery,eretlibTmn 9gDepaMe EastBlvd Mgeln SOIefylrllormaUon evaJabb M1bm Tmzs PlmalndeNe, 21BNLes Sheol, Suge 312 Plemndlia, VA2Z114. Tampa, FL 3rL10 0 Job Truss Truss Type Oty Py T20005180 2235369 VT4 GABLE i 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MITek Industries. Inc. Fri Apr 17 12:33:16 2020 seals = 1:25a 3x6 = 34 = 3.4 i a 7 3x4 C 2x4 ll 2x4 11 Plate Offsets (X,Y)— 13:0.3-0.0-241. (4:0-3-0.0-2-01 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) Na - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) We - We 999 BCLL 0.0 ' Rep Stress Ina YES VJB 0.15 Horc(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mad in-S Weight: 521b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP ND.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-10-0. (lb) - Max Holz 1=-97(LC 8) Max Uplift All uplift 1001b or less at joim(s) 1, 6 except 7=282(LC 10), 8=-282(LC 10) Max Grev All reactions 250 lb or less at joints) 1, 6 except 7=417(LC 16), 8=421(LC 15) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) orless except when shown. TOP CHORD 1-2=294/161, 5-6=294/161 BOTCHORD 1-0=164/354, 7-8=1164/354, 6-7=164/354 WEBS 5-7=-308/504, 2-8=3131504 Structural wood sheathing directly applied or 6-M Do pudins. Rigid ceiling direly applied or G-M oe bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD1_=5.0psf h=15ft; B-05ft; L=2411; eave=411; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional and C-C Exte ior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0-0sf-bottom chord rive load nonconcuneld withanyother 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 tell by 2-0-0 wide Will fit between the bottom rlann! end any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) 1-6 except (jt=1b) 7=282,8=282. A. 9 . GENg�; i No 39380 ulz �T'• 41/ OgjO N,�. % fiomas A Alpanl'.PE No.39380 MITek USA, Inc. FL Cott 6634 6904Parke Fast Blvd. Tampa FL 33610- Data. April 17,2020 WARNING- Vent, desi9npnnmel. and READ NOTES ON MS AND INCLUDED MREK REFERENCE PAGE M1F741J ree 1=32015 BEFORE USE. r Design veto for use only wan MnebpD connectors. This design is based oily upon parameters shown, and Is for an Individual building component, not p`g e truss system. Before use, the building dougner must wdythe applicablldy of design parameters and propeM Incorporate ahh design Into the overall building design. Bracing Indicated is to prevent budding of Individual truss web arci chord members only. Accused! temporary, and Warmed bracing MiTek' Is chasye required for dandify and to prevent collapse with possible persoiul INury, and property damage. Forgenerdlguldanceregarduggle fabrication,storage, defvery,eredian and bredrgNWssezeM vusa rystanu,see AfdWTPIf Oudi ararl DSBa9 and BCSl Bulldfng Component 69O{paM1SEss BM. Saleyinlormalfun avafabb hom Truss Flme lnst4Ne.21aN Lea Sheet, Suite 312, Alexandra, VA2231{. Tampa,FL 3e610 Job Truss Truss Type 0ty Ply T20005181 �Job 2235369 VT5 Valley 1 1 Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 a Mar 92020 MTek Industries, Inc. Fri Apr 17 12:33:16 2020 Pagel ID:FTvhFo39ZAyEiAFgnUOvg=g4A-ckoljgCsnlpOKZ6q96d W1 KBjzAiDLGdgOzHHr7zPpKX 5-11-0 11-10.0 5.11.0 5-11-0 3x4 i 4x4 = ad II LOADING (psf) SPACING. 2-D-0 CSI. DEFL. in (roc) gde0 Ltd TCLL 20.0 Plate Grip DOL 125 TC 0.70 Veri(LL) n1a - n/a 999 TCDL 7.0 LumberOOL 1.25 BC 0.45 Vert(CT) rda - n1a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.12 Horz(CT) 0.00 3 n/a mia BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1-11-8-13,3=11-8-13,4=11-8-13 Max Hoa 1-77(LC 8) Max Uplift 1=135(LC 10), 3=135(LC 10), 4=164(LC 10) Night Grav 1-187(LC 1), 3=187(LC 1). 4=390(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=261/401 goods = 1:18.8 3x4 PLATES GRIP MT20 2441190 Weight: 371b FT = 20% BRACING - TOP CHORD Structural mod sheathing directly applied or 6-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have beenconsidered for this design. 2) Wind: ASCE 7-10; Vuft=170mph.(3-wcond gust) Vasd=132mph;-TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. 0; Exp C; Encl., GCpl=0.1&, MWFRS (directional) and.6C Exleriom2)sbr e;C-C for members and forces 8 MWERS for reactions shown; Lumber DOL=1:60-plate gripDOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss -has been designed-fma-10.0 psf bottom chord live loads onconcumenl with any other live bads. 5) ' This truss has been designed for a liveioad of 20:0ps/ on the bottom chord in all areas where a rectangle 3.6-0 tall by 2--I]F0 wide evil TA between the bottom chord and any other -members. 6) Provide mechanical connection (by others) of truss -to bearing plate mpable of withstanding 1001b uplift al)oinl(s) except Qt=lb) 1=135, 3=135; 4=164. i Mj G..E N S4 No 39HO 10. t4�.`' 'A' N I OFIV G. Thomas A. Albert PE No.39380 mrrek USA,1Ao.FL Cart9B34 M Paris East BIvd.T30a FL 33610, Date. April 17,2020 ®WARNING -lee ffl-daalpn paamanra and READNOTES ON This AND fiVaUDED pllTEKREFERENCE PAGE Ms743 rev. 10/0011015 BEFORE USE Design valld for use onlywdh MTek® conneclurs.This design Is based onty upon parameters proem, and Is for an Individual building component not e tnsnaystem. Bebrpuse,the building designer mud wrifythe applicability of design parameters and Propetypooroondethls design Into the overall �-�•YY buI4ingdeslgn.Brabucking of mooned is to pm,mm buof lndivdual truss web anworrkoN members ony. Additional temporary and permanent bracing MiTek' Is allays raqulradfor depllly and to prevent collapse with possible penmal lNnyand propehy, damage. Forgermilg0danceragadingthe reprea0on, novel delivery, erscilon and leading otinues and truss systems, we ANSprPll goody Craedo, DSBJr9 end B=1 Bufldin9 ComponerdEcot a9D4Paka Seferylrncenni l9n eaa0abb bom Truss Plate lnalude,218 N. Lee Street Suae 31Z Alexandria, VA=14. 3661Btad. TemPa, FL 36a10 Job Truss Truss Type Oty Ply T20005la2 2235369 VT6 Valley 1 1 Job Reference (optional) builders First bource, Plant Glty, 1-1.-32EEe, 1 2 4 4x4 = iez4u 9 Mar B 2ULu MI I eK industries. Inc. Yn H r l / 12:J3:1 t 2uzu 9t4 Scele= 1:14.3 i LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in Ili 9de0 Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Inc YES WB 0.08 Horz(CT) 0.00 3 n/a nda BCDL 10.0 Code FBC2017/rP12014 Matra-P Weight: 23 lb FT-20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-00o trading. WEBS 2x4 SP No.3 , REACTIONS. (s¢e) 1=7-8-13, 3=7-8-13, 4=7-8-13 Max Harz 1=-47(LC 8) Max Uplift 1 —83(LC 10), 3=83(LC 10), 4=100(LC 10) Max Gmv 1=115(LC 1), 3=115(LC 1).4=239(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (It) or less except when shown. WEBS 2-0=160/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCF-7-10: Vul1=170mph (3-second gust) Vesd=132mph; TOOL=4.2psf, BCDL=S.Dpsf, h=15ft; B=45ft; L=24tl; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL= t-.60 plate grip DOL=4.60 3) Gable requires continuous bottom chord bearing. '4) This truss has been designed for a 10.0 Psi bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load -of 20.0psf on the bottom chordin all areas where a rectangle 3-6-0 tall by 2-0-0 wide t -Mfl fit between the bottom chord and any other members. 6) Provide truss to bearing 1OD It 1, 3 1b) %0i' A ` P S mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except (jt a=too.E -^ ,� , IVgF. 9iy�': No 39386 Date: April 17,2020 ®WARNING- Venrydesignpanmetort and READ NOTES ON TNISANDINCLUDED MITEKREFERENCEPAGE i rev. 1"=015 BEFORE USE. wall for use only with Mnexa connectors. Tbis design Is based only upon parameters shown, and Is for an InOMduai building component, net rat a truss system. Before use, 0e building designer mug verf, the appllcaNlly of design parameters and pmpedy Incorporate Mis design Into the overall building design. grading Indicated is to prevent budding N lntllNdual Muss web andlor Nord members only. Additional temporary and pMmaneN breGng M!Tek' Is always requted for slablity and to present will with possible wrong Injury and property damage. Forgeneri guidance regaNIng the fabrication, storage. delivery, erection and among of Muses and Muss systems, we AN 11 Quality Crifede, DSa419 and BCSl Building Component Eyes pages East si SefegiMeonnttion avegable Mom Tau Ratetng e,218N.L stmeL8u8e312,MexandM,VA22314. Tempe, FL W10 Symbols PLATE LOCATION AND ORIENTATION � " 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. 016 r 11, For 4 x 2 orientation, locate plates 0- YO 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 by symbol shown and/or th 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: ANSlrrP11: National Design Specification for Metal Plate Connected Wood Truss Construction. OSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in alixteenthi III (Drawings not to scale) BOTTOM CHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others, © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet MII-7473 rev. 10/0�1/2015 A General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See SCSI. 2. Toss bracing must by 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. Prey' us copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear rightly against each other. 6. Place plates an 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 ANSUrPI 1. It. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicablefor use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of buss fabricator. General practice is to camber for dead load deffection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shag be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 @ spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cot or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 1 4. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all perform of this design (!rent, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria.