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HomeMy WebLinkAboutTRUSS PAPERWORKMid® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 SCAQg„se truss designs rely on lumber values established by others. MiTek Sflucecou* RE: 1739095 - SEALS MiTek USPtAl Site Information: �69�0,a4 Pik I Customer Info: RON KLEIN Project Name: DEVENS RES Model: DEVENS RES 10-4115 Lot/Block: 86091ND Subdivision: DEVENS RES Address: 8609 S INDIAN RIVER DR, ... City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 180 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 39 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No 1 2 3 4 5 6 7 8 90 12 13 14 16 18 19 20 21 22 Seal# Truss Name Date No. Seal# Truss Name Date 23 T17343914 HJ5 6114/19 24 T17343915 HJ7 6114119 25 T17343916 HJ7X 6/14/19 26 T17343917 J06 6/14/19 27 T17343918 KH7 . 6114/19 28 T17343919 KH9 6/14/19 29 T17343920 KH11 6/14/19 30 T17343921 LH5 6/14/19 31 T17343922 LH7 6/14/19 32 T17343923 RH7 6/14/19 33 T17343924 RH9 6/14119 34 T17343925 V01 6114/19 35 T17343926 V02 6114/19 36 T17343927 V03 6/14/19 37 T17343928 VO4 6114/19 38 T17343929 V05 6/14/19 39 T17343930 V06 6/14/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 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 ANSIfrPI 1, Chapter 2. 'STATE OF 1�FSc�ORIV.."N Thomas A AlbanlYENo.39380. Mrrekns& kc: FL ceit 6634 69m Paikirist BIM. Tampa FL 336to Dare: June 14,2019 Albani, Thomas 1 of 1 Job Truss Truss Type Cly Py SEALS I. T17343892 1739D95 At Common 2 Job Reference'instla.ill Builders First Source, Plant City, FL-32566. 8.240 s May 132019 MTek Indusmes, Inc. Fri Jun 14 12:13.46 2019 Scale =1:42.4 4x6 = II ji 416 = ex4 II bx12 = 5x6 = STL5xe STP = MSa-14 16a0 1Sa2 19-D3 1^• ^2080 14 I a42 I a&2 I 3.ttn t 1.40 Plate Offsets (X Y)- [2:0-2-6 Edger [9:0-0-9 0.1-111 [11:G-2-8 0301 LOADING (psi) SPACING- 2-0-0" CSI. DEFL. in (roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.26 TC 0.92 Ved(LL) 0.11 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.67 Vert(CT) -0.1511-12 >999 180 SCLL 10.0 Rep Stress Ina YES WB 0.77 Horz(CT) 0.D4 9 We n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH IWeight: 105 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP NO.3 OTHERS 2x4 SP No.2 - REACTIONS. (lb/size) 2=987/D-7-10, 9=1146/D-7-10 Max Horz 2=121(LC 16) Max Uplift 2=820(LC 8). 9=-1002(LC 9) Max Gray.2=1012(LC 2), 9=1180(LC 2) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1941/1699, 3-4=-1312/1224, 4-5=1310/1195, 5.6=-1546/1303, 6-7=1828/552 BOT CHORD 2-12=1404/1750, 11-12=1404/1750, 10-11=107511414, 9.10=-495/1877, 7-9=495/1877 WEBS 3-11=-746/803, 4-11=310/485, 5-11=317/305, 5-10=202/464, 6-10=2466/1706, 6-9=1053/1627 Structural wood sheathing directly applied or 2-2-0 oc pudlns. Rigid ceiling directly applied or4-11-6 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf, BCDL=3 Opsf, h=2011; Cat. II; Exp D; End., GCpl=0.18; MWFRS (envelope) and C-C Elderior(2) -2-0-0 to 4-0-0, Interior(1) 4-D-0 to 10-4-0, Exhmm(2) 10-4-0 to 16-4-0, Intedor(1) 164-0 to 22-8.0 zone; cantilever left and night exposed ; end vertical left and right exposed;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 2=820,9=1002. M111111111:tf, J�%pMp.SA q<e'rIs 'i No 39380 - p ; cc 41 Thomas A Allwn(PE No.39380. MQkUSA; Inc: FLCW 6634 6W Parke 6sIBIvd. Tam11aFL33610 Date: June 14,2019 ®WARNING- Verily deslgn panmeten antl READ NOTES ON THISANDINCWDEO A1rri WERENCEPAGEIWI-TOOrev. 14m340156EFORE USE Design wlid for use miry wlW MTeesconnedora. This design is based any upon parameters ahem, and is for an indivkualbulldmg component. nor a ass system. galore use, per building designer must writ' Me spplicabuty of d.sige parameters and pmpery inco,onte We deal, bonne ovmm bu0dingeeirga. SmUngindimtedlsWPewntbuWngdindiMdualassvreband/or NoNmembemony. AddNonaltempmaryandpemaneMb.d" WGIC Is allays mgubad W bond, and to prevent collapse with posstle personal Mile, and pmpedydamage. For general guidance regarding me fabdca6on, storage, defivery, er ion and bracing of asses and Was systems, sea ANSgrPll OuN/y Cresson, DSae9 medBwf Bending Camprneaf 6904 Peres F-09 all. Sinneyherprmamne awdable am Truss plane Instill,, 218 N. Lee.SVeet. Suds 312. Alexandria, VAMM. Tampa, FL 36610 7 Job Tn' pry Ply SEALST17343893 1739095 A2 LC.--T.Y.'o 6 t Job Reference o 8onal BUllders Fast Source, Plant Qrty, FL-325B5, 8.2406 May 132019 MiTek lndustnes,Inc. Fd Jun 14 12:13:47 2019 Pagel ID:FJntYOFooVc G4zXnXSWh Gb5l-x04mLEA6QUKTV7uPfOCrRSOTDvDQRwamUez6N4o S 14 10-0-0 1Si 2 20b-0 22 BO 5-0-14 4-9-2 4.9-2 5-6-14 E 43 - EF=liER Sale=1:38.0 [d d Plate Offsels (X Y)- [1:0-0-14Edge1 [5:0-2-6 Ed9e) - LOADING (psf) SPACING- 2-0.0 CS]. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 1.00 Ven(LL) 0.17 1-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.82 Vert(CT) -0.26 1-9 >939 180 SCLL 10.0 Rep Stress Ina YES WE 0.29 Hom(CT) 0.06 5 n/a n/a BCDL 10.0 Cade FBC2017ITP12014 MatrixSH Weight: 901b FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. Qb/size) 1=904/Mechanical,5=1084/0-7-10 Max Horz 1=146(LC 9) Max Uplift 1=601(LC 8). 6=873(LC 9) Max Grav 1=956(LC 2), 5=1111(LC 2) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=2258/2374, 2-3=2026/2121, 3-4=-1986/2004, 4-5=2196/2232 BOT CHORD 1-9=-2081/2102, 7.9=-1202/1386, 547 1964/2032 WEBS 3-7=-526/605,4-7=-408/602,3.9--6531708,2-9=-455/677 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psY BCDL=3.Opsf h=20f ; Cat. II; Exp D: End., GCp1=0.18; MWFRS (envelope) and C-C Exledor(2) D-0-12 to 6.0-12, Interior(1) 6-0-12 to 104-0, Exterior(2) 10.4-0 to 16-4-0, Interior(1) 164-0 to 22-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 Pat bottom chord live load nonooncurlent with any other live loads. 4) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Refer to girdeKs) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable or withstanding 100Ito uplift at joint(s) except 0=11s) 1=601,.5=873. NG:.39380 `kRl �\�,% Thomzs'A, AIbanLPE No:39380 M(FekUSA Inc:FLW6834 6904.1`2irke Eaatillvd. Tampa FL 33610 Date: June 14,2019 ®WARNING-V.6616 In parameter aWfUE413 NOTES ON iMSANDINCWOFIINJTEN REFERENCEP4GEA4I-7V3rev. 10=2015 BEFORE ME ♦V■t Dwtgn velld far use onlywas MReA®cunnectom This assign b bases enlyupon pammetem shown, and Is for an mdivldual bulking compowa nM a buss system. EsIsM use, Me building designer must veeytbe 2MNCSNrny of design parameters and I mpery Incownste this design irdothe Warne a�.Y� buildingdesgn. BracinglndkatedlStopmvertbuddagdfladMdualbunwebandOrclgMar mbemonly. AddHidallempdrarycanspemlaneMbradng MiTek' Isalw Maui dWr bi4tyandtdpmvaMcdtiapsewiMp iblepersonalmjurya Mper"mage. Forgeneralguidannu,,;ardingine IMMation,Storage, ddwxy, erection and bracing ofWsws and MISS systems, we ANSp IOuatRy CM06a,O "9&nd BC3l BuildlMComponent 69" Parke East Blvd. saraq Ndpna"On ava1121,18 fmm buss Plate ISSAilMe, 218 N. Lee ends. Sulfa 312, Alexandra, VA M314. Tampa, FL 36610 Job ss Truss Type Oy py SEALS T17393894 1739095 P Common 2 1 Job Reference o tlonal Builders First Source, Plant City, FL-3256a, a.zau s may is zu1 a Ml l ex maustnes. Inc. i-n dun 14 14;l s:qR man roue, 44 = 4,16 = side = $.Is=1:42.4 LOADING (pan TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 - SPACING- 2-0-0 ' Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017fTP12014 CSI. TC 0.99 BC 0.67 WB 0.24 Matrix-SH DEFL.in Vert(U.) 0.16 Vert(CT) -0.22 , Horm(CT) 0.06 (loc) Uden Ud B-10 >999 240 B-10 >999 180 6 Na rda PLATES GRIP MT20 2441190 Weight: 95 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-15 a bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb1size) 2=1064/0-7-10, 6=1064/0-7-10 Media Harz 2--121(LC 17) Max Uplift 2--862(LC 8), 6=862(LC 9) Max Grav 2=1091(LC 2), 6=1091(LC 2) FORCES. (lb) - Max. Comp./Idax. Ten. - All forms 250 (Ib) or less except when shown. TOP CHORD 2-3=2139/2059, 3-4=1930/1831, 4-5=-1929/1831, 5-6=2139/2059 BOT CHORD 2-10=1745/1944, 8-10=1024/1327, 6-8=1801/1979 WEBS 4-8=549/613, 58=408/601, 4-10=-549/613, 3-10=408/601 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=180mph (3-second gust) Vad=139mph; TCDL=4.2psf.BCDL=3.Opsf; h=20ft; Cal. II; Exp D; End., forces zone: 9 ex �Sed Bond vertical left and tight exposed:CA fomembe s a d 8 Abe MWFR8 for reactions shown; tali DOL= 60 plate rip 3) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. •� G E N S 9iL ee psf `This load! the bottom in all areas where a rectangle 3-6-0 tall by 2-0-0 wide % , A�•- V F•••e I 4) truss has been designed for a live of 20.Opsf on chord �� will fit between the bottom chord and any other members, with BCDL = 10.0psf. - 3 N o 3110180 s 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift ad jolm(s) except Nib) 2=862, 6=862 0 • •�_�, r4OR�Q.r��,% Thomas A Alban) Pt.No.3g380 MRek OSk Ing. FL Cut 6904 Parke WBlvd. Tampa FL33610 Dade; June 14,2019 ®WARNING- Vardy Resign paamerers andreEAO NOTES ON TmSANa 1NCLGGED,wTE iMYMENC£PAGE M-7473rm, 10,031016 BEPONE use Design vale for use only weh MReke wnnedars. This design Is based only upon parameters smash, and Is for an mdiNdual Building component. not a trans system. Before use, me sensing designer must verify me appliaaegity of design parameters and pmpedy ncomomte his design Into the overall bugdingdesign. Bracing Integrated is to bucking of indmdual=as web andror chard member only. Addilleneltemporeryandpermaneetbradng MITek° prevent is toadies required for subliy and to pervern w0apse win possible persmal nlury and propeMdemage. For general guidance regarding the fabdcatlon.storage. dellway secede and bradeg oftrusses and truss systems,see ANSVrAr Quality Criants, DSlI and BCSl sending Component 69M Parka Edet BhM. SermyinlmmWon available fmm Truss Plale Instead, 218 N. Lee Guest Suds 312. Md mMa. VA 22a14. Tampa FL M10 Job Truss pry Pty ST11739095 ECO--T.7Girder GR 1 1 Fjb Reference (oDBo all Dunaars rust aauma, ream ury, FL - azabD, KM]Ili 4x6 = 8.240 a May 13 2019 MTek Industries, Inc. Fri Jun 14 12:13:49 2019 Page 1 3aa = 7-1-15 138-1 208-0 7-1-15 I 8-03 7-1-15 1 Scald-1:42.4 II j� Plate Offsets (X,V)— [2:0-2-2 Edge] 16:0-2-2 Edge] LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.14 2-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.91 Vert(CT) -0.24 2-10 >999 180 BCLL 10.0 Rep Stress Ina NO WB 0.28 Hom(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017,TP12014 Matrix-SH Weight: 9516 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2.9-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4.10-12 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=1339/0.7.10, 6=1089/0-7-10 Max Horz 2=121(LC 28) Max Uplift 2=1091(LC 4), 6=-885(LC 5) Masi 2=1350(LC 2), 6=1114(LC 2) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 Qb) or less exceptwhen shown. TOP CHORD 2.3=2402/1483, 3-4=2048/1233, 4-5=1940/1145, 56=2158/1288 BOT CHORD 2.10=1348/2152, 8-10=704/1395, 6-8=-1090/1985 WEBS 4-8=353/600, 68=346/408, 4-10=469/746, 3.10=-056/499 - NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp D; End., sed ; end vertical and fight "; Lum DOL=1.60 plate grip f 3) This truss has been designed fora 10.0 psf bottom chord live lead nonconwrrentttwith any otheroliveoads.ber A..rg4g�,,' Ps 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 ,`o lj•E N.g �• '9it�i� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ,����a ,•'� - �� 4 tC•'•• / �' 5) Provide mechanical connection (by others) of truss to bearing plate capable of vdthstanding 1001Is uplift at joint(s) except at=lb) IMP) 39380 2=1091,6=885. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 Ito down and 369Ib up at 2-0.0 on top chord, and 15 lb down at 2-0-0 on bottom chord. The design/selection of such connection device(s) Is the — responsibility of others. 7) In the LOAD CASE(S) loads to the face the -O 9' • 4u section, applied of truss are noted as front (F) or back (B). '. w LOAD CASE(S) Standard .1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �i�F O R I Uniform Loadsert (4 �70, O N �S1 V4-7=70, 2-6=20 A 1 Concentrated Loads (lb) 11 Vert: 13=300(13) Thomas k'Albanl PENo.39380. Wick UK Inc. FL fart 66A 6904:Parke W Blvd. Tampa IL 33610 Date: June 14,2019 ®WARNING-Vent'de tn(vrametenoMREAONO ONTMSANDINCLUDEOMIrENBEFENENCEPAGEMA703re IBUL}o15BEFONEUSE Designvalidforuseonlyw MTek®wareedra. This design is Cased only upon parameters N,oen, and Le foran ndAdual bulWar, component. as �- atmss system. Before use, Me bulging designer must verily Me applicability odes, paranrelen and propery ncorporate Wa design imothe uvwall CulidinValmign. BrachgindiratedlstapmvenlbucdngorindiVdualWSambwn orMoMmembenoNy.Addieonaltemporary and pennaneadbraring WO_ Is dMays required an stability and to are"atsales" %ial pauWle personal injury and Moody damage. ForgenenlguilanceregaNhghe fabdraCm. atgaga,delivery, ereeian end breenp of Wssas and cues systama,ue ANSU lOuelly Cdlerle,DSBa9ondBC3l Bull ng Component 69N FahA Eeat BIW. SahylNormaLon Onflable from Truss Rate CugWle, 21a N. Lee Sheet Suite 312,A mdM. VA=14. Tampa. FL 36810 b Truss Truss Type Oty Ply SEALS T7734389fi 39095 r17 AH7 HIP GIRDER 1 1 Job Reference (optional) source, Plant Urty, 11. - UZOW, 8.2W s May 13 2019 MTek Industries, Inc. Fin Jun 1412:13:50 2019 Page 1 ID:FJntYOFooVc G4ZXnXSV6=Gb5t-Mbl20NG2PLSVKyrT5nZ5bT307gLGOkSJbX_8G4z6N41 1 4314 7-0-0 13-8-0 16-4-2 1 - 3 20-8-0 224-0 i. 243-1 ). 2_B., 1. - 6.8-0- - -} -24L1 F 281. 1 1-7-13 I 2-0-0 Scale =1:38.7 4.00 12 54 6X8 = 3 19 20 21 4 71d13 3-14 7 34_8 29 1380 1 28-0--12 I 19-03 20-8-0 2A-1 1-7-13 Plate Offsets (X,Y)- [1:0-1-4 Edge] [4:0-4$0.2-6] [6:0-0-00-2-10] [9:0-3-8 05-4) [11:0-4.0 03121 LOADING (psp SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) 0.19 --It >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Ven(CT) -0.22 --11 >999- 180 BCLL 10.0 Rep Stress Ina NO WB 0.46 Hom(CT) -0.04 1 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 131111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 -Except' 34: 2X6 SP M 26 BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2X4 SP N0.2 REACTIONS. (lb/size) 1=907/0-7-10, 6=101210.7-10 Max Hom 6=137(LC 24) Max Uplift 1=1236(LC 5), 6=-1458(LC 5) Max Grav 1=1776(LC2),6=1743(LC2) BRACING - TOP CHORD Structural woad sheathing directly applied or 2-8-0 Go purling. BOT CHORD Rigid ceiling directly applied or7-0-10 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2692/1965, 2-3=3784/2779, 3-4=3556/2678, 4-5=-0129/3036, 5.6=3967/2910 BOT CHORD 1-12=-1797/2507, 11-12=-1797/2507, 9-11=2789/3968, 8-9=-2741/3727, 6-8=2741/3727 WEBS 2-12=-96S/681, 2-11-857/1220, 3-11=-48/520, 4-11=328/290, 4.9=227f733, 5-9=296/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss; has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1=1235,6=1458. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 339 Ito down and 387lb up at -27-8-0. 198111 down and 2221b up at-29-8-12, 19816 dam and 222 lb up at-31-0-0, 1981b down and 222111 up at-32-34, 339111 down and 3871b up at-34-3.4, 245lb down and 388 lb up at 7-0.0, 137 lb dam and 230 Re up at 9-0.12, 137 lb down and 230 Ito up at 10-4-0, and 1371b down and 230 lb up at 11-74. and 2541b down and 354111 up at 13-8-0 on top chord, and 3961b down and 1631b up at-27.8-0, 122lb down and 4lb up at-29-8-12. 1221b down and 41b up at-31-0-0, 1221b down and 41b up at -32-3.4, 396111 down and 163 lb up at-34-3-4, 311 Ib down and 210lb up at 7-0-0, 78 Ib dam and 231b up at a-0-12, 7816 down and 23 lb up at 10<-0, and 78111 down and 231b up al 11-74, and 311 lb dam and 210 lb up at 13-7-4 on bottom chord. The design/seleclion 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) or back (B). LOAD CASE(S) Standard A.�.4 % oM `00� ;.EAfg V No 39380 io n4� 0NAII �� %0. Thornas A; A%MLPE No.34380. MIT& USA, Ina: FL Gen 6634 6904.Parke EastOlvd. Tampa FL 33610 Date; June 14,2019 ®WARNING- VeMydeslgn pramete. WREAD NOTES ON THISANDINCLUDEDMNERREFERENCE PAGE M14703mre fD4132015BEFORE USE Dealgn valid for use onywith Mini conned... This design is basset any upon paramners own, end Is foran Individual building camponeM,not ��■■�e1 0Vu6e system. Before use, the baking designer mud venty to applicably of design pserea ra and propery Incarpmsla cols design Interns oval -1Y� buldingdesign.Brodng indk:ffied Is to prevent budNng efindividual tress web andMrcnWd werbe.ody. Adddlonaltempomryandpmmanenlbradng MiTek' Is always requbed for 9abiliyand to proved c.gapw on posable pmeonal Injury and pri damege. For gene.]gulden. ra,sting pre fabdozi storage, delivery, eledkn and b.dng oftrusses and lives systems, see ANSVINf adeptly CN.da, W"9 and BC5l Reading Component 69M Parka East BIW. Sa��rylnl.mrodon a iladebom TrussElate InMMe,218N.Lee Street,Suite312,Abxendde.VA22314. Tampa, FL W10 Job Truss Truss Type Ory Py SEALS T77343898 1739095 AH7 HIP GIRDER 1 1 Job Reference o tlonal ouUDens Fear bounce, wam UdY. rL - JZbW. 8.240 a May 13 2019 MITek IndusMes, Inc. Fri Jun 1412:13:50 2019 Page 2 ID:FJntYOFooVc G4zXnXSWA Gb5t-Mbl20NG2PLsvKyrT5nZ5bT307gLGOkSJbX_BG4z6N41 LOAD CASE(S) Standard 1) Dead ♦ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-4=70, 4-7=70, 1-6=20 ®WARmNO-Veflry Caslgnpe-n aadR NOTES ON TMSANDINCLUDFDAUIENREFERENCEPAGEMO447dmv. fDimfol5aFSORE USE Design Wolof use ontywbn MReWconne0ors. Tris design 13 based any upon parameters Mown, and Is for an Indiwdual bulWNg component, no a War system. Boom use, the building deagner murtveriy Ina applicability of design parameters and prepary Incorpofale ras design intolne ovoid buildingdeslgn. Bracing Indicated lslo pmvant Wolfing oflndMdual Wsawebandferclnm mambas only. Addflonalten,orery and permanent bracing MOW Is okays required for stability and to prownt ealapse wile possible peisaml sjury and popeilydamage. Farganerd gutlanco reAaNNg me foroscon,domge,d.flory, erection and braWg olWsseaend W. vst..,beeANSURyf QUWIWCNro ,BSB and BCSIBUDing Comp OM Sehylnfamfvtlan avails aWmTruce Plale In 0.218N.LeeaW Sidle3l2.Ablmndda.VA22514. 69U Paris EAU BW. Tampa. FL 366ID Job Tmss Truss Type pry Pty T17343897 [Joh"ReferenceELS 1739095 H9 Hip 7 1 (optional) Builders First Source, Plant City, FL-32566, 2A4 1 8.240 s May 13 2019 MITek Industries, Inc. Fd Jun 14 12:13:51 2019 Page 1 Sal) = 44 = 3x8 = 2x4 II ""' 3x8 = 2x4 II ST1.5x85TP = 3" 5x8 II 410.14 She 114W 1}92 12-0 1 2p80 4-10.14 67-2 21 4-1-2 }}1 0. 1 7{0 Scale=1:43.1 Plate Offsets IX Y)- [2:0-0.6 Edge][4:0-5-40.2-8][7:G.0-9 0.1-12] [8:0.1-2 Edge] [10:0-0-4 Edge] [10:0.0.0 0.1-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) 0dee Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.2011-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.55 Vert(CT) -0.2211-12 >999 180 BCLL 10.0 Rep Stress Ina YES WB 0,29 Horz(CT) 0.04 10 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 105 lb ' FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 •Except- 2-13: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. REACTIONS. fib/size) 2-98710-7-10, 10-1146/0-7-10 Mex Horz 2=109(LC % Max Uplift 2=833(LC B), 10=1017(LC 9) Max Grav 2-1012(LC 2), 10=1180(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3=1952(1921, 3-4=-1408/1368, 4-5=1334/1386, 5-6-1373H364, 6-7=l320/1094, 7-8=1156/815 BOT CHORD 2-15=1626/1765, 14-15=1626/1765, 12-14=932/1286, 11-12=792/1163, 10-11=79211163, 8-10=79211163 WEBS 3-14=640/765, 4-14=220/286, 6-12=709/294, 6-11=219/4B2, 7-10=616/985 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf, h=20ft; Cat. II; Fxp D; End., GCpi=0.18: MWFRS (envelope) and C-C Exlerior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 9-0.0, Extedor(2) 9.0-0 to 20-1-13, Imedor(1) 20-1-13 to 22-8.0 zone; cemilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This two has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live leads. 5) . This two has been designed for a live load of 20.Opal on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will 0t between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of two to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=833,10=1017. 111111111111 %���,1 PS A• A . 1.,# No 39380 L 4s'ONP 111 1," Thomas A:'AIWIPE No.=I) MITek USA. Inc. FL Cart 6634 69Q4 ParkeEast Blvd. Tarr pa R33610 Data: June 14,2019 ®WARNING -verify design parameters OWMEAO NOTES ON TIISAND INCWDEDAUTEy(REFERENCEPAGEA9IJ473rew. 1D03R015 BUOREUSE '-■�' Design wrid forum only with MRek9connedars. nis design la based only upon parameters therm, and Is foraO lndiAdualbulleing marponem, not a tram system. Before use, the buhing designer mud verify the applicability of dedgn parameters and preps ry Incurporste this design income owner butldingdeslgn. erasing Incomes Is as povent mOdng ofledMdual W33 web malortum!members only. Addrusaltweporaymopmeartmeaedng WeK Is always restated for daWGy and to Moved colame with pomible peremel Nlury and popedydamepe. Forgarmusgudanceregamingme labdTatlan, dorege, daliwary,eredibn and boring o/Wama and Wm ryaoms, nee MollPIf Qd.1W CNIons, DSB89 and Soo Building component 691 Parke East am. Saroylidmreardon eoilabl.fmm Thies Retetm MA ,218N.Lae BbeetSuX 312.A ndM.VAM14. Tamps. FL 36810 Job Truss Truss Type Oty SEALS T17343898 1739095 81 Common 1 �ply 1 SEALS o donal bugtlers Find Source, Plant Gily;FL-32565, 4,,6 = axe = 8240 s May 13 2019 MTek Industries, Inc. Fri Jun 14 12:13:52 2019 scale =1:M.6 4x8 II fP = I Plate Offsets ()(,Y)- (2:0-0-00-3-2] (8:0-3-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) UdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Ved(LL) 0.10 6.10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.20 8-10 >999 180 BCLL 10.0 Rep Stress Inc YES WB 0.19 Horz(CT) 0.04 8 n1a Miss BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 86 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 - WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.3 2-2-13, Right 2x4 SP No.3 2-2-13 REACTIONS. (lb/size) 8=771/0-7-10, 2=954/0.7-10 Max Hom 2=121(LC 12) Max Uplift 8=-511(LC 9), 2=788(LC 8) Max Gray 8=816(LC 2), 2=973(LC 2) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown, TOP CHORD 2-4=-1592/1728, 4-6=1265/1314, 5-6=-1265H340, 6-8=1593/1803 BOTCHORD 2.10=1474/1417. 8-10=1533/1419 WEBS 5-10=326/465, 6-10=3721636, 4-10=367/544 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. BOT CHORD Rigid wiling directly applied or4-8-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu"80mph (3-second gust) Vasd=139mph; TCDL=4.2ps1; BCDL=3.Opst h=20f : Cal. II; EV D; End., GCpi=0.18; MWFRS (erwelope) and C-C Esderior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 9-0-0, Exle ior(2) 9-0-0 to 15.0-0, Interior(1) 15-0-0 to 17-8-3 zone; marblever left and right "posed; end vertical left and fight exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - 3) This truss has been designed for a 10.0 psf bottom chord live load noncencunent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = I0.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Gt=lb) 8=511, 2=788. :�,,� • V� p SF E 11l . �- � No. 39380 _ � 4* i���ss,O N A; `?,``� Thofws A: Alban) PE No.39380 MITek USA, Inc. FL Cat 6634 6904 Parke EastJIM. Tampa R.33610 Date: June 14,2019 USE ®WARMnd NOTES ON TXISANU/NCLgarDNJesshow EFFNCEorm Wual *� vans for use onlywilm MmeMomedRFHa forumassign b aasetl only upon end b form In Wilding et W Wisg wmpone,s, not Mmeking eper S humsign d use. e oustThis deepertern an egn parameters and pmpeM Nmrporer thisdesignand Inrtae oxeras rmust a Vuss system. Barra use, lee bulking rownerucking aythe eppliM35 w b seagnchord members insicztaa is topsexantispose ghposidse only. aretlng aWgsrequird aI,,`.�j MiTek' fidr Mng personwenenNmeaassmemaem 19 ,masigi.4pearyenspennanent b ahrays re9ulresMgeNlsy and to pmvenl wgapse with possible pesaarel Injury e,p propeMsemepe. me ®f gubDSa ualleneral 9aNing S-dogm, stcrega, sagvery. arelton ens aracl,g of Wsses antl Wa ryarms, sea AN Oueflry CrlMsle, pSaee and aCSI Building component! SeleylNormetlon evegaale fmm Truss %ale InsWse, 21a N.lee Street Bulls afa, Abxensse. VA 2aa14. Taa4 Patty East 91W. Tampa, FL 36610 Job Truss Truss Type Qry Py SEALS T17343699 1739095 B2 Common 3 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s May 132019 MiTek Industries. Inc. Fit Jun 14 12:13:54 2019 Pagel ID;FJntYOF00VC G4zxnXSVV v Gb5l-EM7ZGkJZraMLpZ9EKdelmJDkJHd_M41vV&yLPrz8N4h 246 15 886 I 13-2-0 17416 15 4-2-7 - -4d-10 4$6 scale-1:29.8 4x6 = I 3,18 11 us = 3x4 = ST15x9 STP = 4,16 II Plate Offsets (X.Y)- (1:0-3-8Edge) f/:OJ-0,0-2-S1 LOADING (p4 SPACING- 2-0-0 CSI. DEFL in (loc) gde0 L/d PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.65 Vert(L-) -0.09 1-9 >999 240 MT20 244/190 TCDL 16.0 LumberDOL 1.25 BC 0.73 Vert(CT) -0.20 1-9 >999 180 BCLL 10.0 Rep Stress Ina YES WB 0.19 , Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-SH Weight: 79 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-3-6. Right 2x4 SP No.3 2-2-13 REACTIONS. (lb/size) 1=782/0-4-0, 7=78210-7-10 Max Hom 1=96(LC 12) Max Uplift 1=517(LC 8), 7=517(LC 9) Max Grav 1=826(LC 2), 7=826(LC 2) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-1587/1810. 3-4-1284/1375, 4-5=-1287/1370. 5-7=1597/1833 BOT CHORD 1.9=155011427, 7-9=157811434 WEBS 3.9=-363/597, 4-9--373/497, 5-9=371/610 BRACING - TOP CHORD Structural wood sheathing directly applied or 4S1 oc pudins. SOT CHORD Rigid ceding directly applied or 4.7-14 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2pst: BCDL-3.Opst; h=20ft; Cat. II; Fxp 0; End., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6.0-0, Ifdedor(1) 6-0-0 to 8-86, Extedor(2) B-8-6 to 14-6-6, Interior(1) 14.8-6 to 17-4-9 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces,& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load noncencumem 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 2b0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=517, 7=517. , tO JO .•• GE N69 Oi i No.39980 Thomas A:•A1banIPE Na.39380 Wait USA, Inc FL Cent 6634 6904 ParkAlst BNC.Tampe FL 33610 Date: June 14,2019 ®WARNINO-Va46-eelgnlwammersaed REAONOTES ON 7NISANDINCLUDEDAaIEx RFFERENCEPADEef/I.7QJrev, 10,01 15SEFDRE USE �e Design valid for use onlywah MRek®comedon. Tile design is based any upon parameters Irded. and is Won lndibid.SIMIlding component, net Ma a Mae system. Before use, the bulltlia9 daslgner mug ve0ythe eXiTtabiRy.f doe, parameter¢ and prapery incoryoode mlc design Seems o re.I butdingdesen.Bredng Molested into prevent budding of Individual truss web aneor chord members ody. Addc0daltemporaryandpermanentbadng MOW Is always required W Stability and to pmvemcns epee wet pommle penolal injury and propeltydamoga. Forgeneal guldance agarding me fobilmam, ctoage, det erection and bmdng ofbusseseM nee"eteres, See ANSI/71711 Quality wirede, Mi arM BCSl auudNg Compenerre 6904 Peke Fast Blvd. Sarep-INormarlon evdileble bom True RdelmlPode, 21a N. Lea sheet, Suds 312,Akxandd4 VA22914. Tampa, FL 3661a Job Truss Truss Type Dry Py SEALS -77: T77343900 1739095 B3 Common 6 1 Job Reference (oo0ona0 _ Builders Fear Source, Plant City, FL-32566. 8.240 s May 13 20 19 MITek Industries, Inc. Fri Jun 14 12:13:54 2019 Pagel ID:FJntYOFooVc G4zXnXSWmGb5l-EM7ZGkJZieMLpZ9EKdelmJDhpHdiMdlomyLPu6N4h -24)-0 I 41i£ 9-0-0 1 13 10 18-0-0 2-0.0 4&8 &a 4 10 46S 24 1 SX8 = axe = Seale = 1:34.6 P = I� Plate Offsets (X,Y)- 12:0-0-0,0-3-21, f8:0-3.0,0-2-81 19:0-4-0 0-3-01 LOADING (bell SPACING- 2-0-0 CSI. DEFL, in (loc) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Ven(LL) 0.10 S-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.26 BC 0.74 Vert(CT) -020 8-9 >999 180 BCLL 10.0 Rep Stress Ina YES WB 0.19 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017rTPI2014 Matrix-SH Weight: 861b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.3 2-2-13. Right 2X4 SP No.3 2-2.13 REACTIONS. (Iblaw) 8=771/D-7-10, 2=954/D-7-10 Max Ho¢ 2=121(LC 16) Max Uplift 8=511(LC 9). 2=-788(LC 8) Max Grav "16(LC 2), 2=973(LC 2) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-4=1592Jl728, 4-5=1265/1314, 5.6=1265/1340, 6.8=1593/1803 BOT CHORD 2-9=1474/1417, 8-9=1533/1419 WEBS 5-9=326/465, 6-9=-372/636, 4-9=367/544 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4.8.5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VGIt-16Omph (3-second gust) Vasd=139mph; TCDL=4.2psf, BCDL=3.Opsf; h=20R; Cat. II; Exp D; End., - GCpi=0.16; MWFRS (envelope) and C-C EMedor(2) -2-0-0 to 4-0-0, Irdedar(1) 4-0-0 to 9-0-0, Extedor(2) 9.0-0 to 15-0-0, Irnedor(1) 15-0-0 to 17-8J zone; cantilever left and right exposed; end vertical left and right widosed;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed for a 10.0 par bottom chord live load noncencumerd with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of tress to bearing plate capable of withstanding 1001b uplift atjolnt(s) except (it -lb) 8=511, 2=788. It J� Q�PS'A I A4. l o oo to �. No ;39$80 AU 's`S'O N A' SOS" ThomasA: Albanl.PE No39380. MITek USA: Inc. FLCat 6041 6904 Padie fastBlvd. Tampa FL 33610 Date: June 14,2019 ®WARNING-Vadfydesignperamefersand RFONOTE50NMISANOrNCLOOFDMREKREF£RENCEPAGEM-7473..fMaOI6BFiO ME Gaston valid roc um only WM Mmek®comedors. "IS design is base only upon parmsers shown. and IS loran InEMdual tuning coinponem, non �� a tmss System. Before use, line building designer most wdlythe opplImbiny, oldesign parameters and proper "corporate We desgn imothe overed bu0tlingdealgn. lading lndosed is to PawnbucWng ofinelyldual Was web anonnehom members only. Addabnatempomry and pemanentbreGng A M1Tek- IsalwayeroguNedfarstabiByandto pmvenl mpepee wl"poaslNe personal inlury end pmpeMtlemega. For general guidance m aNing the fabdsagm,stooge,delivery, ereGonand easing ofWssas and Wee systems,See ANSN 10uemy CNroda,OSB-agaodBCWButOMa Componem fig04 Palle F�M BIM. Saferviervmmlon mailaNa nwn Tmsa Plate Instihde, 218 N. Lee Street, Bubo aft Alexandtla, VA 22af4. Tampa FL 36610 Job Truss Truss Type Oty SEALS T77343901 7739095 SH7 Hip Girder 7 �Ply 1 Job Reference (orptionaft Builders First Source, Plant City, FL-32566, 2X4 1 5xs = 4x< 8.240 s May 13 2019 MTek Industries, Inc. Fri Jun 1412:13:56 2019 416 = 30 = ]-0-0 11-0-0 18-0-0 7-0-0 44)-0 74 Scale =1:35.3 rp = Plate Offsets (X,Y)- [2:0-0-4,0-3-21. [4:0-5-0,0-2.8] V:0.0-8 030] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.88. Vert(LL) 0.18 - 8-10 >999 240 MT20 244f190 TCDL 15.0 Lumber DOL 1.25 SC 0.79 Vert(CT) .0.20 &10 >999 180 SCLL 10.0 Rep Stress [nor NO ING 020 HOR(CT) 0.07 7 nda Na BCDL 10.0 Code FBC2017frP12014 Matrix-SH weight: 85 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 20 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.3 3-7-14, Right 2x4 SP No.3 3-7-14 REACTIONS. (Ib/size) 7=1287/0-7-10,2=1471/0-7-10 Max Horz 2=101(LC 27) Max Uplift 7=1014(LC 5), 2=1290(1-C 4) Max Gmv 7=1382(LC 2), 2=1540(LC 2) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-299712l84. 4-5=278212167, 5-7=3024/2227 BOT CHORD 2-10=1953/2728, 8-10=1961/2756, 7-8=1952f2754 WEBS 4-10=151/516, 53=-173f535 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-1 co pudins. BOT CHORD Rigid ceiling directly applied or4-5-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) wind: ASCE 7 10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf, BCDL=3.Opsf; h=200; Cat. II; Exp D; End., GCpl=0.18 MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponc ing. 4) This truss has been designed for a 10.0 pef bottom chord live load nonconcurrem 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 3b0 tall by 2-0.0 wide Will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=1014, 2-1290. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 Ile down and 388lb up at 7-D-0, and 137 Ib down amd 230 Ib up at 9-0-0 and 254 Ib down and 388 Ib up at 11-0-0 on top chard, and 311 lb down and 2101b up at 740.0, and 821b down and 231b up at 9-0-0, and 311 Ib down and 2101b up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8)'In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE($) Standard 1) Dead +Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-5=-70, 5-7-70, 2-7-20 41 A. S • 9 �i No 38880` /ONA' 1E'i%%% Thomas A; /dbanl FE No39=1, MTek UK Inc. FL Cent 6634 6904.Parke Best Blvd. Tampa R.33610 Date: June 14,2019 ®WARN/Nei- Verify design nanmefers arWREABNOT6 ON TNISANO WCWOEO M19rEK RFFERErIC£pAGEdIU-]IArev. fa TQ9016BFFOItEUSE Design valid for use onlywO MITeMsenneeiors. This design la based only upon parameters Mown. and Is for an NdiVdual building component, nm ��- a truss system. Bel4re use, the building designer must veafythe appiieabily of design parameters and prop My Inwrpomte Mis design into Me ovca0 tugdingdaslgn. Boeing Indicated is W prevent budding Mlndivdual Wssweb anNorchoM members only. Adddionaltemporsry and"==am treeing MiTOW Is abvaya required for satiny and to pnveM MOapse win possYle per oral injury and propedydamage. Forgenerslguideneeregaremm, fabrication. Mrage,deGvery,eresion And erasing ofauases and truss systems, see ANSVTPH OuaRfy CNteda, WIN89 andBC& Bulafing Component 69M pads East Blvd. Ber,wronomlNon available man TN. Beta InslloRe, 218 N. Lea Bueet, Sutle 312. Alexandre. VA=14. Tampa, FL 38a10 Job TN63 Truss Type SEALS T17343901 1739095 BH7 Hip Girder �Qtv 1 �Ply 1 Job Reference (optional) Builders First source, Piant ony, FL-3z566, 8.240 s May 13 2019 MTek industries, MQ Fri Jun 1412:13:56 2019 Page 2 IO:FJntYOFooVe G4zXnXSVVd Gb5t.A161O1OLpPBd22tJcR2gVrkJle5HXgWOCzTRSTkzeN4r LIDADCASE(S) Standard Concergrated Loads (lb) Vert: 4=17O(F) 5=170(F) 10=256(F) 8=256(F) 12=128(F)13=52(F) AWARNING-Vmlydanignparanrehn and REAP NOTE ON Me AND INCLUOEO NOrEK BEffNENCEPAG£A04)Ql re✓. fO,A&016B 01RE USE Oeslgn valld for use enlywnh 1011'eLacbnnedoh. Tins design is based only upon pore mmus shown, and Is form h6Mdual burin componmd, net a buss tnetem. Before use, rue building designer munwMytbe oppll®bilpy of design parameters and property hcerborm, this design Inlothe cenwel Wildle,easlgn. Bracing Indicated into thwart buckeng ofhd'Mdual Wh web andfcrchord members Only Additional temporary and permanent treeing M)Tek• Is always requbedfor slash, And to pment mbepse with possible personnel hue, and pmpetydamage. Forgeneralguidancere9xMingmo fabdWm.naago,de0 g.ehnionmdEhclrgof Wssesandbusseynems,see ANSU 1Ouellty Cd fi4DSBeeand BCSIBUIIW.9Lomponem Sa1mylNmma0on svaliable from Tuns Plata McWe. 218 M Lee Sheet Suet 312. AbbmWdo, VA22314. 6904 Pohe Fast Bind. Temps. FL 36610 Job Truss Truss Type Oty Ply SEALS T17343902 1739095 CACORNERJACK 28 t Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s May 13 207g MRek lndusldes, Inc. Fd Jun 14 12:13:57 2019 Pagel ID:FJntYOFooVc G4zXnXSWx Gb5t-wgiumLRmMvglup71BkOyrEHvp7ZORLC7B07Az6N4e -2-" _ 1-0-0 i4 1 2x9 Seale- 1:7.8 Plate Offsets (X YF- [2:033 Edgel ' LOADING (psf) SPACING- 2-0.0 CSL DEFL. in (I=) Vdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Ved(LL) -0.02 4 >494 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.26 BC 0.06 Vert(CT) -0.02 4 >514 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Iva n/a BCDL 10.0 Code FSC20177TPI2014 Matrix-P Weight: 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 3=121/biechanical, 2=348/0.8.0 Max Horz 2=104(LC 8) Max Uplift 3=121(LC 1). 2=530(LC 8) Max Grav 3=244(LC 8), 2=348(LC 1) FORCES. fib) - Max. CompJMax. Ten. -All forces 250 (to) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vesd=139mph; TCDL=4.2psf; BCDL=3.Opsf, h=20fi; Cat. II; Exit D; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right Exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrerd 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 S 6.0 tall by 2-0-0 vide will tit between the bottom chord and any other members, Will BCDL = 10.Opsf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 3=121, 2=530. NS A l q<����� G E N S •V: F No 39380 :OT N=��: 1i�S ••.•••: R..• •% �- �S'Q N A 0EO�, Thomas ArNbanLPE No39380, MITekUK Inc, FL Carl 6M 69D4:Parke WOlvd. Tampa Fl.33610 Date: June 14,2019 ®WARNING-Venrydesign Me x and READNOTES ON Me AND INCLUDEDAATENREFERENCE PAGE 1111.7473r IMM0161iEFORE USE Design wed for use only with MireMeonnedors. The design b besad only upon pammelem ehdwn. and is for an NdINd..I bulWing cum,mand, not a Wee system. Wore use, the building designer most vergy the eppllcabity ofdesign peremshusend properly sternums. this design ".Me duxes -•Y buidklpdssign. among lndRaledisto mvent bueidmg ofindlNdual truss web arrWordwN members ony.Addiganmltempomryandpeimonentmirong MiTek- Is ehrays requireal for stability and to prevem collapse with possible personal injury and vopenydamego. For ger,me,idanw regaNing Me fabrication, dorage,delivery,erecDon and recent of busses and W. system, see AMVTFT/Duofly croons, DS"9 and BCSl Bussing component 6904 Papa Fad BIW. SnfdlylMxmatlon availedefmm Tmss PlotelnSWO.218N.Lee Sireet,Su8e312,Ab dda,VA23814. Tampa,R 3881D Job Truss Truss Type Dry Ply SEALS T17343903 1739095 CJ3 Comer Jack 14 1 Job Reference (oo9ona0 guilders First Source, Plant City, FL-32566, 2x4 I 8.240 a May 13 2019 MfTek Industries, Inc. Fri Jun 14 12:13:58 2019 Page 1 ID:FJnIYOFooV4G4z%nXSVV v Gb5t-T7E466M3XpbnHBT7ZTizw9OM5uB41ThVQmvZYa6N4d Scale-1:11.2 Plate Offsets (X Y)— [2:0-7-14 Edge] LOADING (pA SPACING- 2-0-0 CSI. DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) -0.00 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Verl .0.01 2-4 >999 180 BCLL 10.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 Na nla BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 15 lb FT=20h LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 3=20/Mechanical, 2=35210-7-10, 4=26/Mechanical Max Hoff 2=155(LC 8) Max Uplift 3=-48(LC 12), 2=-045(LC 8) Max Grav 3=25(LC 22), 2=352(LC 1), 4=52(LC 3) FORCES. Qb) - Max. CompJMa c Ten. -All forces 250 6b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wnd: ASCE 7-10; Vuk=180mph (3-secand gust) Vasd=139mph; TCDL=4.2psf, BCDL=3.OpsF h=20fk Cat. II; Exp D; End., GCpl=0.18; M WFRS (envelope) and C-C Elderior(2) zone; cantilever left and right exposed; endvenicsl left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent vrith 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 vAll fit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Refer to girder(sj for truss to Wss connections. 5) Provide mechanical connection (6y others) of truss to bearing plate capable of withstanding 100 lb uplift at jcint(s) 3 except (V1b) 2=445. ,,,�PSFA,44 O......... E N F. No 39380 1k Ir 7F O.O R 1 O P. \_��� to Thomas A'Albanl. PE N o39380. MITekUSA, Inc: FL Cert6634 6904 Parke fastOlvd. Tampa FL 33610 Date: June 14,2019 ®WARMING-VmUydOslpnpevmereS and READNOTES ON MIS ANDMCLUDEDWERaEFERENCE PAGE MD-7473.. 1=40168EFONE USE period wild for use omywM MTek® connectors. This design is bond only upon parameters Mown, and Is form Indh4dual building componem, not a thin system. Before use, Me bulling doogner mum wMythe applicabiay of design parameters and poperty incorporate this design home owed buildingde9gn. Bracing lndleated is to bucking ofindividual truss web andlor chord members only. Addnonailempormy ndpermanentbredng MiTOW prewm is always re4ubedMMabllily end to prewm woapsewlN possible personal N]ury eiN property damage. Forgeneratguldanceregemingthe contended, storage,degwry, erection and brining donned all Buse Systems, see ANSpTPll costly, CMeMa, Dalai and BCS/ 6uirdNg Component am Parke East BNC. Sararylnsormedan evaleble aom Truss Plato InsgMO, 218 N. Lee Sbeel!olio 312. Abxendde, VA 22a14. Tampa, FL M10 Job Truss Truss Type Gry Pry - T77393904 1739095 CJ3X Comer Jack 4 7 �SEALS Job Reference (optional) Builders First Source, Plant City, FL-32566, 3A = 8.240 s May 13 2019 MTek Industries, Inc. Fri Jun 14 12:13:59 2019 Page 1 ID:FJnlYOFooVC G4¢AnXSVXKaGb5t-bJOSJSNhH67dvL186AECTNwhRIUJlwxefRg642z6N4c Scale=1:10.7 Plate Offsets (CY)— [1:0-0-00-1-61 n:0-2.4,0-10-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Odell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.31 Ved(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 180 BCLL 10.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 2 n1a Na BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 1316 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (lb/size) 2=92/Mechaniwl, 3=26/Mechanicel, 1=118/0-7-10 Max Hoe 1=100(LC 8) Max Upl'Iff 2=-117(LC 8), 1=61(LC 8) Max Grav 2=92(LC 1), 3=52(LC 3), 1=124(LC 2) - FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cepunns. SOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2pst BCDL=3.Opsf, h=20ff;-0at. II; Exit D; End., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertcal left and fight exposed;C.0 for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of wfthstanding 100 lb uplift atjoint(s) 1 except @=lb) 2-117. .`%,,�MPS1A ENg No 39380 i -53' [[!U 0 R 1'Q p' G�= ONA� Thomas A-Albanl PE No.39380 MfTek USA, Inc. FL Gen WA 6904. Parke East Blvd. Tampa FL 33610 Gate: June 14,2019 ®WARNING. Vadfydaelgnparowerers ondREAD NOTES ON MIS AND INCLUDED xIIrIX REFERENCE PAGE 1011-747drev. ID,D3ll015 aEFORE USE sesses Design was for use ordywfth MTelt®wareaors. Tills design is based only upon real sbask and Is for an mdiNdual Wilding component, not �- a hose system. Before use, Me Matter, designer must vary" applicability of design parameters and propery Inco porste We design Into We overeA ��-��'YWW buffalrgdespn. among indicated Is to ProeM Wcorg of indiNdual case web antler chano members only. AddaiorultempdayaMpermane,abradng WeIC Is sways re9uxed farstability and to prevent colapse wim possible personal hill and Propedyd9maAe. ForgeneralguNancengarding Na tabrcaGm, storage, delWery� eregion and bmdng oI W seas and Wsa ryatema, see ANSWPH Quality Crnerla, DS"S and8C51 Buffoon Component sereylydarmellon from IugMe, 218 N. Lea Slmel, SuW 312, Aleiundda, VA=314. 6904 Parke East BNd. available buss PUIe Tempe, FL MID Job Truss Truss Type Dty Ply SEALS T17343905 1739095 CJS CORNER JACK 10 1 Job Reference (optional I Builders First Source, Plant City, FL- 32566, 8.240 a May 13 2019 MTek Industries, Inc. Fd Jun 1412:14:00 2019 Page 1 ID:FJntYOFwVc G4&nXSVi v Gb5t3WMqXoOJ207UXUcO9ulR9aTialnemNBou5PgcVz6N4b , 2aa Sul. = 1:14.4 E9 Plate Offsets (X,Y)- [2:0-7-14,Edge] LOADING (psf) SPACING- 2.0-0 CSI. DEFL in (loo) I/deB Lid PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.92 Vert(LL) -0.03 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0,05 24 >999 180 BCLL 10.0 ' Rep Stress lncr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Mauix-P Weight: 21 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP N0.2 REACTIONS. (Ib/size) 3=121/Mechanical, 2=411/0-7-10, 4=46tMechanical Max Hors 2=209(LC 8) Max Uplift 3=154(LC 12), 2=-449(LC 8) Max Grav 3=121(LC 1), 2-411(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - Al forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 Do pur ins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wnd: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=42psf; BCDL=3.Opsf; h=20ft; Cat, II; Exp D; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) -2-0-0 to 4-0-0, Intedor(1) 4.0-0 to 4-11.4 zone; cantilever left and right'exposed ; end vertical left and right exposed;C-C for members and forces S 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 nonconcunent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except @=1b) 3=154,. 2=449. J,�p� Ps' A I q�6 8. No 39380 June 14,2019 ®WARNING-Vedydealgnpam. mmdREADNOTES ON MS AND INCWUEDM REFERENCE PAGE AVsU73r 10,0340166EFORE USE —we Design word for use ordywM MlPekdlconneMors. Thls design is based ant, upon parameters Mown, and Is loran IndlAtual building comWoM not a "so eyetem. sense use. Me building deslgnermu t verily the applimbirdy of dedgn pammMem and properly Incorporate this design Into Me overall bMdingdealgrt BraGng Indicated is to proven buWng ofldiwdual Was web andfor chow members only. Addblonaltemporery and permanent bidding IsaN.yeepuhddbr MebiNymdtopM"e Wnapaewi%MSblepas Whin Ndpepetydamage. ForgenemIguldarimegadlogthe fabduflun.storage,deliveryry.� disown and brawl dooms and Rues systems. she ANSMI Dually ONldda, DS"9 end$= Widths Component avalladabwm TrusssIM<Ir M0,218N.Leesheet,Sutra312,Abxandrla,VA22314. Ist MOW 6904 series East Shell.SareylNormm(on Temp., FL MI Job Truss Truss Type _ O1y Ply SEALS T77343906 1739095 CJ5X CORNERJACK 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2x1 a 13 2019 MITek Industries, Ind. Fd Jun 14 12:14:01 2019 Stale= 1:14.4 Plate Offsets (X,Y)- [2:0-7.14.Edge] LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.92 'Ven(LL) -0.03 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 SCLL 10.0 Rep Stress Ina YES WE 0.00 Horz(CT) .0.00 3 We n/a BCDL 10.0 Code FBC2017rTP12014 Mabix-P Weight: 21 In FT=20Y LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. fib/size) 3=121/Mechanical, 2=411/0-7-10, 4=46/Mechanical Max Ho¢ 2=209(LC 8) Max Uplift 3=154(LC 12), 2=449(LC 8) Max Grav 3=121(LC 1), 2=411(LC 1), 4=92(LC 3) FORCES. 01b) - Max. CompJMax. Ten. -All forces 250 Ob) or less except when shown. BRACING - TOP CHORD Structural woad sheathing directly applied or2-2-0oc purling. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=20h; Cal. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Exter of(2) -2-0-0 to 4-0-0, Interior(1) 4-0-D to 4-11-4 zone; cantilever left and fight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss, has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 4) Referto girders) for truss; to truss mnnecilons. 5) Provide mechanical connection (by others) or truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Dt=1b) 3=154, 2=449. .j,. .•'�GENg .'9iL"i No 39880 i� • 4U . O R .. g1'0NA` Thomas A'Alba] PE No39380. Wak USA, Inc. R. Cart 6534 6904 Parke East Blvd. Tampa FL 33510 Date: June 14,2019 ®WARNING- Venly Castpaprsmmus MdREADNOTES ON TNr5AN0WCWDEDMW REF NCEPAGEMII-)4lJrtr. f0.93,2015BUCUIE USE Design valid for use ody Wm MTekOconneaore. This design is based only upon pemmews abound, and Is form mdbidual Wilding oompanant. not a Wes system. BMamuse, Ne building designer MW wndy the appiwbIlly of design poweens and pmpeM WMMae We deayn inso Ne ovemb bu0dingdeslgn. BreWng lnewted Isla pmwn(buchadg of lnd'Mdual Wsswab endlor Wwrtl membem any. Addbicnaitemporulymdpmmmmtbredng _ MOW la aMaya required for Munifty MOW prevent colappe With possible IMMA l injury and propedydemage. For general guidense regebing m. labdcetlon, gompe, de0wry,emWad and bmGng orbusse�and tress systems, see ANSVIIf Dpalwy Cnam., DS849.nd BCSl Building Component 69M Parke East BW. SerofylNormWon awil.We fmm Trues Piste lnaM..218 N. Le. g .., Su8e 312, Alexendda, VA=314. Tempe, FL 36610 Job Truss Truss Type Dry Ply SEALS T17343907 1739095 EJ3 Jack -Open 5 1 Job Reference (optional) Builders First Source. Plant City, FL - 32566, - - 8.240 a May 13 2019 MiTek Industries, Inc. I'd Jun 14 12:14:D3 2019 Page 1 ID:FJntYOFooVc_Gov(nXSVVmGb5t-T52z9pDCLLV3OyLyL018dO5CivrpzkwEa3eKDgz6N4Y -2.0-0 2-9-0 ' 2-0-0 i 2-9.0 ' 2XI 2-8-0 2-9-0 I Scale-1:10.6 Plate Offsets (X,Y)— [2:0-7-14,Edgel LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In floc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(L-) -0.00 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Ved(CT) -0.00 2-4 >999 180 BCLL 10.0 Rep Stress Ina YES Will 0.00 HOR(CT) MOD 3 ride n/a BCDL 10.0 Code FBC20177rP12014 Matrix-P Weight: 14lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (Iblsize) 3=4/11ifechanical, 2=348/0-7-10, 4=24/Mechanical Max Horz 2=149(LC 8) Max Uplift 3=31(1_C 12). 2=450(LC 8) Max Grav 3=35(LC 8), 2=348(LC 1), 4=47(LC 3) FORCES. 0b) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCOL=4.2psh, BCDL=3.0ps% h=20fk Cat. II; Exp D; End., GCpI=0.18; MWFRS (envelope) and C-C EMedor(2) zone; cantilever left and right exposed; end vertical left and fight exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grid DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2-450. •V�CENS• N0 39380 C ��nn 2 I n0 Thomas A Alban] PE No.39MO MRek US0. Inc. R. Dert 6634 6904'.Parke WBlvd. Tarnpa FL 33610 Date: June 14,2019 ®WARNING- Verify Caargnpranrefeo end READ NOTES ON MSANDINCLODFD a1IfIX REFERENCEPAGEM-7M rev. IMM016BUORE USE R- DealgO We roc use onywltn MITek®cannedors. lbls design Is based any upon paremeters arm. and Is saran IndiNEuel bulging component. not a Was system. Daiwa use, be buiang designer mustvedy the appgcabinyosdedgn parameters and prepady In oNorate this deslgn baste ovecag building Osgrni n. Bracng lndeMad lsto prevent bung oflndMdual truss web andkxchord members only. AddNonel temporary and bracing MiTek' permanent Is aWaysraguVed an steady and to p event collapse wih posable personal nluryand p opeMdar aga, For pemml pukance regaMng be fabdcadm, storage. delivery. ere Won and lacing ofbuaaes and truss systvns,sea ANSI Pef Quality Creeds, 06R and BCV Building Comp rime 6904 Palle Bass 814. Sereyeryorma0on avalleble from Truce Fate InseeAe, 218 N. Lea Street Suda 312. Alexandrx VA 2231L Temp., 11 36610 Job Truss Truss Type Oty Py SEALS T17343906 1739095 EJ5 Jack -Open 3 If Reference (op0on il) Builders First SDurce, Plant City, FL-32566, 8.240 s May 13 2019 MfTek Industries, Inc. Fri Jun 1412:14:042019 Scale=1:14.4 Plate Offsets(XYh 12:0-7-14,Edgel LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Ven(CT) .0.05 2-4 >999 180 SCLL 10.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matffx-P Weight: 21 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (Ib/aize) 3=121/Mxhanical, 2m4ll/O-7-10, 4-06/Mechanical Max Horz 2-209(LC 8) Max Uplift 3=154(LC 12), 2=-449(LC 8) Max Grav 3=121(LC 1), 2=411(LC 1), 4=92(LC 3) FORCES. Ob) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING- -TOP CHORD Structural wood sheathing directly applied or 2-2-0 Copurling, GOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=139mph; TCDL=4.2psf, BCDL=3.Opsf; h=20h; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-0-0 to 4-0.0, Interior(1) 4.0.0 to 4.11-4 zone; Cantilever left and night exposed ; end vertical left and right exposed;C-C for members and forces & MVIFRS 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 nonconcu ent with any other live loads. 3) ' This truss has been designed for a live load or 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will 6t between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of wtthstanding 1001b uplift atjdnt(s) except (t=lb) 3=154, 2=449. Wits I ,``,,0� PS A� 4 GEN,S�.; No 39380 ir 0 F O )3 1 .,�s,SS;"ON AI4�1 �0% Thomas A'Albanl PENo.39360 MRelt USA Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 14,2019 ®WARMNG. Vadry Eoslgn paameters and READ NOTES ON MS AND INCLUDED MAISKREFERENCEPAGEM-7473rrv. 1603=15 BEFORE USE Design valid for use orgy wain MlTeke donmdors. This design Is based only upon parameters Mean. and is for an adiNdual bulking demeanor, not a truce system. Before use, too bW4Nlg dadglar must verify rue epplieabihy Mdeaign parameters and property incorporate this design Imothe overall bulaigdoslgn. Baling lnGonted is to prevent budding ofindMdual truss web andIor chord members only. AddNanaltemponyandpermanentbadng MOW Is abrays Moored for MIAMI, and prevent collapsewgh possible personal injury and rop"damego.. ForgenealgukanramgaNingrue fabdcason,seemed, denvey, eredkn and trading efousses and vusssystems,sea ANSUTR1 Deaths CNlede, DSB419 andBCSI Booting Componem 6904 Parke East BIW. SeretylNormetlon avallable ham Truss Plate Insdhda, 218 N. Lea BIRaL Sude 312. Alexandria, VA 22314. Tampa. FL agent Job Truss Truss Type Dry Ply SEALS T77343909 1739095 EJ7 Jack -Open 19 t Job Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 8.240 s May 13 2019 Mirek Industries, Inc. Fri Jun 1412:14:05 2019 scale=1:17.6 Plate Offsets (x Y)— 12:0-2-2 Edge) LOADING (psi) SPACING- 2-0.0 CS]. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.14 2-4 >563 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.21 2-4 >382 180 BCLL 10.0 Rep Stress Ina YES WS 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Metds-SH Weight: 271b FT=20-A LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 3=198IMmhanlral, 2=489/0-7-10, 4=72/Mechaniml Max Hom 2=262(LC 8) Max Uplift 3=222(LC 12), 2=-485(LC 8), 4m-3(LC 12) Max Grav 3=198(LC 1), 2=489(LC 1), 4=121(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -AII forces 250 Qla) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=180mph (3-second gust) Vasd=138mph; TCDL=4.2psh BCDL=3.Opsf, h=20f ; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C ExtedDr(2) -2-D-0 to 4-0-0, Interior(1) 4-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forces S 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 noncancumem 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-&O tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 4) Relerto girders) for truss to trust connections. 5) Provide mechanical connexion (by others) of truss to bearing plate capable of withstanding 100 Its uplift at jolyd(s) 4 except (jl=lb) 3=222, 2=485. J�.Z`,.v.. C.E N 5�.; No, 39086 OR1 -e4#1m.1011 - Thomas A:Albanl PE No.39380, Mink USA, Inc. R. Cart 6634 6904 Parke EastSNd. Tampa FIA3610 Date: June 14,2019 ®WARNING- VMrydestm pamnMteniism E DNOTES ON TN/SANDINCWDEDAeTEKREFERENCEPAGENa-7V3.. mMMIQ015 BEFOREOSE Design valid far use mJywi% hllTek®connem n. This de tin is based only upon padoetea sown. and Is loran individual buWing companem,not a muse system. Before use, me building dedgnarm,st wrify Me aXi cablliry of design perametan and propeW mnamoato Ws design iaorha insag � buiid,rgdaeign. BacmglMicakdUtopaventbuWind,mindiNduSlWeswebandhrcbortlmanbenanly. AddNonallempsaryand permanembadng MOW Ica always feeubed for atabillty and to prevent colapa wild possible personal mlury and pmpedydamage. ForgeneralguldanoeregmEingthe Minimills, stexage,del,mry, emotion and Madrid, of Musses and truss systems, we SafMil mason available M1om Tau Plate InsMne, 218 N. Lao citron, Sulb 312.AbxenOAa, VA 2TJtd. ends P.A. am Blvd. Tampa. FL 36610 Job Truss Truss Type Oty Py T17343910 1739095 EJ7X Jack -Open 3 1 nobReference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s May 132019 Mlnek Industries, Inc. Fd Jun 14 12:14:06 2019 Pagel ID:FJnIYOFOOVC G4zXnXSWwzGbSt-ugj6nrS4eGteFP4X18srFdoA7gmA4g9G1e_gBz6N4V 7.0.0 Scale-1:18.1 64 = ST1.6x8STP = Plate offsets (X Y)— t1:0.0.0 0-2-141 f1:0-2.4 0-10A — LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (roc) Ndeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.60 Ved(LL) 0.21 1-3 >386 240 MT20 r 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.23 1-3 >352 180 BCLL 10.0 Rep Stress Ina YES WE 0.00 Hoa(CT) -0.00 2 file Na BCDL 10.0 Cade FBC2017/TPI2014 Matrix-SH Weight: 25lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 GOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (lb/size) 2=216/M1 hanioel, 3=83/Mechanical,1=298/0-7-10 Max Horz 1=207(LC 8) Max Uplift 2=243(LC 8), 3=13(LC 8), 1=176(LC 8) Max Grav 2=215(LC 1), 3=125(LC 3),1=314(LC 2) FORCES. (lb) - Max. CompJMat. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 too, pudins. BOT CHORD Rigid ceiling directly applied. NOTES- 1) W nd: ASCE 7-10; Vuli=180mph (3-second gust) Vesd=139mph; TCDL=4.2psf BCDL=3.Opsf, h=20h: Cal. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Eldedor(2) G-3-13 to 6-3-13, Interior(1) 6-3-13 to 6-11-4 zone; cantilever left and fight exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent vrith any other live loads. 3) • This truss has been designed for a live load or 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jtolb) 2--243,1=176. + No 39380 MZ Artillitillit Thomas A.A01anIPE. No.39380 MR16k USA Inc. FL Can 6634 6904Paike Eas19NA. Tampa FL 33610 Date: June 14,2019 AwAnIrvia-varov dushim vamders and— Nom ON MIS MDm1CL(ff)W rENREFERENCEPAGE aW-7V3mx. IM&016 BEFORE 115E �e Design valid for um any wI%MiTeke connedors. This design is bemd ony upon p oemeters shown, and Is for an Individual bullCNa component not a Wee fyatem. Before um, the bulldmg designer mud vedy the epplli ablUty of design peramd4n and properly Incerperms this deeyn moire ovemu buildingdeelgn. Bredrg lnElptBtl is to Waawab enwor Morel members ony. AddWanaltemporaryand,unnanentbreWg M!Tek• prevenlbucWngofN4lvidud Is always, required for dabildy and to pmvem coin ss with possible personal injury and property damage. For generd gukanm rogart ing the tabdcabon, damge, delivery, eredlon and brooms mousses and Wsa fedems,me MSUrP/f OunrM Cdrodd, OSBJt9 and a= BuadLrg Component 6904 Parke Ead Blvd. allory lydormmlon mallabiabom Truss Plate InstWe.218 N. Lee Slseet Bune312,Alexandfs,VA223t4. Tampa, FL saint, Job Truss Truss Type Oy Py SEALS T17343911 1739095 EJX Common 1 1 Job Reference (optional) tsuncers vast source, Plam Gdy, I-L - 325e5, 8.240 a May 13 2019 MiTek Industries, Inc. Fri Jun 1412:14:07 2019 Page 1 ID:FJnIYOFoOVc_G4zXnXSWmGb5t-MsHU7BTiPa7UsZfkasN4n3Gw6X4NvXwgVhcXMbz6N4U -2-0-0 a 68 2a0 sae 4x10 MT20HS � SWIG =1:18.0 2w Plate Offsets (X,Y)— [2:0-2-2,Edool. [3:0-7.15.0-2-121 LOADING lost) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Ved(LL) 0.10 2-4 >782 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Ved(CT) -0.14 2-4 >552 180 MT20HS 1871143 BCLL 10.0 ' Rep Stress Ina YES WB 0.00 Holz(CT) -0.00 4 n/a nm BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 30 lb FT=2l LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS ZA SP No.2 BOT CHORD OTHERS ZA SP No.2 REACTIONS. (Ib/size) 2=48510-7-10, 4=265/Mechanical Max Horz 2=245(LC 9) Max Uplift 2--504(LC 8), 4-204(LC 12) Max Grav 2=485(LC 1). 4=286(LC 2) FORCES. Qb) - Max. CompJMax. Ten. -All fortes 250 (lb) or less except when shown. TOP CHORD 34=-291/505 Structural wood sheathing drectly applied or & 0-0 oc pudins, except end ver i`als. Rigid ceiling directly applied or 9.0.11 oc bracing. NOTES- 1) Wmd: ASCE 7-10; Vu11=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf, ECDL=3.Opsf; h=20ft; Cal. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C EMerior(2).2.0-0 to 4.0-0, Imetior(1) 4.0-0 to 6-1 0-4 zone; cantilever left and tight exposed ; end vertical left and tight exposed;C.0 for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load noncono mount with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except 0=11s) 2=504,4-204. si No 39380 iFS' R 1 Thomas A A@anI.PE No.39360 MTek usA. Inc. R.Ded 6634 6904 Parke East Blvd. Tampa R.33610 Oabl: June 14,2019 ®WARNING- VOMY deslgnpannrWlPJe and NEAR NOTES ON MIS AND INCLIMMid "i REFERENCE PAGE aMWQ3ray. 1603/ameaEFORE USE we— �■-- Dublinvend br use pnywhh MlTelsO W mastsn. Thb design la based any upon paxim den shown, and Is form Mdivdual building wmponem, not pi�•��` a Musa system. Before use, the building designer must w*Me applicability o/deign paRmelere and properly Mcmpmd. Due deign MaMa WereO buildindeslin. encing lnNomed is to prsveM bockingofecivldual buss web anNor chord members only. Addncnaltempersry and petmanembracing Is M aye Mums! for stability and to pnvenl collapse win possible personal hlury and propeMdamege. Farge,rerel pWanw regamNg Ma MiTek' tabdcellpn, darege, degvery,eregim and brealnp otWsses and Wsa tystoms,xe ANSMrPrl Duality CMnde,DSBAmdB=B011din9CamponoM 6904 Parka Fan BIW. Saresylnlen0edpn available Isom Truss RafeMSMAe.218 N. Lee meet, Suite 312. Aleauhns. VA=314. Tampe.FL 36810 Job ns Truss Type ON Pty SEALS T17343912 1739095 �HM03 HGirder 1 as _ L Joip w b Referen(oogonel) Builders First Source, Plant City, FL-32566, il 4.00 12 5x8 = 8.240 a May 13 2019 MTek IndusNes, Inc. Fri Jun 14 12:14:09 2019 Page 4xa = Scale = 1:22.1 3x8 = 3xa II We = ST1.5xBSTP = ST1.5x85TP = 29 9-10.8 12-741 3.8 = Plate Offsets (X.Y)- [1:0.3.14,0-1-21, [2:0-5.4,0-2-8]. [5:0.3-8,0-4-81, [6:0-4-8,0-1-81 LOADING (pat) SPACING- 2-0.0 CSI. DEFL. in (loc) Ilde8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.17 5.6 >856 240 MT20 - 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.28 5.6 >508 180 BCLL 10.0 ' Rep Stress Ina NO WE 0.42 Hom(CT) 0.03 4 We Wa BCDL 10.0 Code FBC2017/TPI2014 Mahix-SH Weight: 120 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2'Excepr 2-3: 21r4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=2574/0-7-10, 4=2877/0-7.10 Max Horz 1=26(LC 12) Max Uplift 1=1138(LC 4), 4=1249(LC 5) FORCES. Qb) - Max. CompJMex. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=7399/3183, 2-3=7079/3056, 3-4=7164/3080 BOT CHORD 1-6=-2994/6949, 5-6=3109/7310, 4-5=2881/8736 WEBS 2-6=-714/2183,2-5=-260/128,3-5=-670/2065 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131°xr) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=139mph; TCDL=4.2psY BCDL=3.Opsf, h=208; Cat. II; Exp D; End., GCpi=0.18: MWFRS (envelope); cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent with any other live loads. 7) a This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL=10.Opst. 8) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 1=1138,4=1249. 9) Hangeds) or other connection devioe(s) shall be provided sufficient to support concentrated load(s) 27lb down and 72Is up at 2-9.0. 21 Ib up at 4.9.12, 21 lb up at 6.3-12, and 21 lb up at 7.9-12, and 27 Ib down and 72 Ib up at SA 0-8 on top chord, and 723 Its down and 281 Ib up at 1-8-12. 19lb down at 2-9-0. 723 Ib down and 281 Ib up at 3.8-12, 7lb dawn at 4-9-12, 723 lb down and 281 lb up at 5-8-12, 7Ib down at 6-&12. 723 lb down and 281 lb up at 7-8-12, 7Ib down at 7.9-12, 723 lb down and 281 lb up at 9-IIA2, and 19 lb down at 9-9-12. end 724 Its down and 280 lb up at 11.8-12 on bottom chord. The designiseledion of such connection device(s) Is the responsibility of others. LOAD CASEIS) Standard �1%%` 9 . E N No 39$80it Z 0 R VD--* ONA� k�` P%� ThonMSA. Marl PE No.39380 MIT& USA, Inc. FL Celt 6634 6904 Parke Fzst Blvd. Tampa R.33610 Date: June 14,2019 ®WARNIND-VedN deelgafvmmetem aM READ NOrE$ ON MISANDINCLUDEOM1VIENREFERENCEPAG M-703eu. 104%34!015B 00WFUSE Design valid for use only with MTeMounnedars. This design Is based only upon parameters shown, and Is for an IndMdual bulldog component, not a truss System. Before use, Me bUIWM9 designer must veldt' the appilcobiliN of design parameters and p,operN Nco,pomle this design IMo the overall bugdbgdeslgn. BraeugindoatedistopaventbudiOng M lndMdua1Uu3a web ana/orchord members only. Addhlcnaltempmeryandpermanembmding MOW Is always requeed for ataMGty andto prevM4 ceAepsewith NUNS personal Mlury and propenjoamege. Forgener, gulden. reganling ae fabdcodan,storage, de0very, ereOlon and hooding ofrlusses and hum systems, see ANSI?Alf Quuloy CrUMM, DS"9 ondOW aullding Component Mass NO,. Ben BM. aeroNlolormedon awilaW9 fmm Truss Plate Institute. 218 N. Lea Street SUM 312. Alemndda, VA 22314. Tampa, FL 3e610 Job Truss Truss Type Gty Ply SEALS T17343912 1739095 H03 Hlp Giber 1 ey G Job Reference (optional) blusters First bource, Plant CM. FL-32566. 8.240 a May 132019 MITek lndusMes, Inc. Fri Jun 14 12:14:09 2019 Paget ID:FJnIYOFDoVc G4zXnXSWX Gb5t-IFPECIVuBFC6to6IHPYlULKbKnONLw6yt5e0Tz6N4S LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 UnOomn Loads (plq Vert: 1-2=70, 2-3=70, 3-4=-70, 1-4=20 Concentrated Loads (Ib) Vert .6==10(B).5�733(F�-723.B=--10) 10=-723(F) 11=723(F)12=4(B) 13=-723(F) 14=4(B) 15=727(F=723, B=-4) 16=724(F) ®WARNING-Yonlydaalgnpansmstm antl READNOTE90N TNISANDINCLUDW A47IN REFERENCEPAGEWI.74rs a. 14VV2015BEFOREUSE DmIgn Valid red use Onp/wlgl MITeMconneGars. This Castro Is based anlyupon pare mel0A shoen, and Is for an IndMdual bullaoll BMIp]n 011t. not a WISeystam. Baron uae,Ibe building designer must vedy the eppikabWaftudign pa alters and propeM NcorpcallalMa design IMa11ne.3 burdingdeaign. BracinglnfiatedInto pMVONbuMOngofindlvidualton3w 1,andlerchainmembers only. Additional temporary and permanent balding MITek' Is always required for OeNiiry and to prevent aliapm with possble personal bjury and property damage. For general guidanee regarding Me fnnicallot. storage, deU ersollon and bMchV ofbsee usses and truss systems, •ANSU IQuallyC ft DSB wdB=ftg gComponerrt 6904 Parke East BW. Sarorylrionnedon snails a fmm Truss Plate lnstMe, 218 N. Lae SUaK Sude 312, Alexandra, VA=14. Tampa, FL 36810 Job Truss Truss Type Oty Ply SEALS T77343913 1739095 HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builder: First Source, Plant City, FL-32566, 8,240 a May 13 2019 M17ek Industries, Inc. Fri Jun 1412:14:09 2019 Page 1 ID:FJntYOFoDVc G4zYnxSVdxv4GO5t-IFPEQOtrxBFC6to6IHPYtULKUKENRP6y75eQTz6N4S Scale=1:13.1 Plate Offsets (X Y)-- [1:0-3-9 043-0] [2:0-5-0 Edge) LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (hoc) gden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.01 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL C25 BC 0.14 Vert(CT) -0.02 2-4 >999 180 SCLL 10.0 Rep Stress Ina YES WE 0.00 Horz(CT) -0.00 3 Na nla SCDL 10.0 Code FBC2017/TPI2014 matrix-P Weight: 201b FT=20Y LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechan6l except (jt=length) 2=0-8.0. (Ib) - Max Horz 2=123(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1 except 3=103(LC 8), 2=259(LC 8) Max Grav All reactions 2501b or less atjoint(s) 1, 3,4 except 2-360(LC 1) FORCES. (lb) - Meal. CompJMax. Ten. -All forces 250 0b) or less except when shown. Structural mod sheathing directly applied or 3-9-15 oc pudins. Rigid ceiling directly applied or 10.0.0 DO bracing. NOTES. 1) Wind: ASCE 7-10; Vul1=180mph (3-seoc nd gust) Vasd=139mph; TCDL=4.2psh BCDL=3.Opsf, h=20ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; canfilever left and night exposed; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap 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 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. 4) Refer to girder(s) for truss to truss connedlons. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)1 except (jt=1b) 3=103, 2=259. JpWks A ,; 46i ��` �GENg' 42e4 No 39380 Thomas A, Albe91:PE ND.39380 mriek USA. Inc. FL Cart 6634 6904'Perks East Blvd. Tampa FL 33610 Date: June 14,2019 ®WARRING -Verity deals. parameters and READ NOMON MIS AND INCLUDED IIerEN RUIRENCEPAGE&W-Tn3 m. 1DD3R016 BEFORE USE Design vend for use only with MTekO connectors. This design is based only upon parameters saewn. and a for an MdMdual building component, not aWas system. Before use, No budding defogner must veiny We applieabwly of design Parameters and propeM Ncmpmab acts design We to R 11 b. Ndirpdesign. Broctng indicated is to prevent bustling dinshidual buss web andlorcMN members ony. AddeionaltempamryendpmmaneatbnWp KWIC Is aNvaye reeu9 for sfaaiNy andeo prevent oattswOpossVe personal Injury and pmpeMdemege. ForganendgubanceragaNingtaa febdoegon.storage. delivery, are Won and Madre ofhusses and Was ryatems.us ANSBTR1Dully Cr9erlD,USBd9endBWIBUIIdtng Component 69H Parke East Wed. SefeybearmaBon availaNe eom Tmss Plata ImgMe.218 N. Lee Sheet, Suite 312, Akxandda. VA 22314. Tampa, 11 396f 0 Job Tmas Truss Type Oly Ply SEALS T17343914 1739095 HJ5 Diagonal Hip Girtler 2 1 Job Reference (aydona0 Builders First Source, Plant City, FL-32566, 8,240 s May 13 2019 MfTek Industries, Inc, Fri Jun 14 12:14:10 2019 Page 1 ID:FJntYOPooVo G4zXnXSV4,=Gb5t-mRzcdCWbiVN3)1NJG_MPhuSIk996ufGBfgCzva8N4R Scale-1:19.6 Plate Offsets (X,Y)- r1:0-3-10,0-3-01, f2:030,Edw1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL In (roc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(L-) -0.07 24 >999 240 'MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 _ Vert(CT) -0.15 24 >543 180 SCLL 10.0 Rep Stress Ina NO WB 0.00 HOR(CT) -0.00 3 Ida n1a BCDL 10.0 Cade FBC2017ITP12014 MauiorSH Weight: 301b FT=20k LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purims. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. All bearings Mechanical except (it --length) 2=0-8-0. (Ib)- Max Hors 2=183(LC4) Max Uplift All uplift 100 Ile or less at joint(s) except 1=100(LC 19), 3=202(LC 4). 2=410(LC 4) Max Grav All reactions 250 lb or less atjoint(s) 1, 3, 4'except 2=592(LC 32) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf, BCDL=3.Opsf, h=20ft; Cat. I I; Pxp D; End., GCpi=0.16; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) `This truss has been designed for a live load or 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Refer to girder(s) for truss to truss connections. 5) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint 1, 202 lb uplift at joint 3 and 410 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)172 lb down and 48lb up at 4-2-15, end 1721b down end 481b up at 4-2-15 on top chord, and 181b down at 4-2-15, and 181b down at 4-2-15 on bottom chord. The desigrilselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the Wes are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-2-90, 2-3=-70, 2-4=20 ,,,�III,111111//4, %%. ' P-S A .44, No. 39360 C_ Thomas A;'Albanl PE No.39380, MITek USA: Ina FL Cert 6634 69D4 Paike Fail Blvd, Tampa FL.33610 Date: June 14,2019 ®wenwm -Vent, MorrePaadmrera sodREAD NOTES ON TNISANDINCLUDED bUTEI( REFERENCE PAGE AUf-W3rev. 1WM015 BEFORE USE Design vale or use orgy wide MmsIda sonnecton. This design is based only upon psramekn seen, and is for an indivaual burning modoonem, not a Wes system.Before use, lee bull, designer must veriry lye applicabir"dedgn parameters and proper oosponte Nis deabn[moms dvtvar buedbgdesign. Racing Indicated is to prevent bucMng of lndlNdual Uum web sooner ended members only. Additional temporary and permanent brectng WOW Is &W20 ragubed for Oabiay and to prewm collapse win poaele personal injury and paper"mage. For general guidance regarding me fabdeallm. storage. delivery, erection and baling ofeusem and truss systems, sae ANSUrell Ouathy Creed; DSBAS and BCV Building component 69" Parke East Bind. Snfetyh formomon available hoed Tmss Rafe Iruciuse, 218 N. Lee Street Sutra 31Z Aesardc3. VA MI4. Tampa, FL M10 Job Truss Truss Type Dry My SEALS T17393915 1739095 HJ7 Diagonal Hip Girder 5 1 Job Reference (optional Builders First Source, Plant City, FL-32566, 8240 a May 13 2019 MITek Industries, Inc. Fit Jun 14 12:14:112019 Scale=1:24.7 I� ad ADEQUATE SUPPORT REQUIRED _ 1•&14 234 5315 9-0-0 9-10.1 1-9-14 5E 34-11 12V 1 0-10-1 Plate Offsets (x.n— [1:0-3-9 D-3-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (Ix) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 . TC 0.22 VBn(LL) 0.09 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.13 6-7 >730 180 BCLL 10.0 Rep Stress Ina NO WB 0.35 HOR(CT) -0.01 5 n/a n/a BCDL 10.0 Code FSC2017ITP12014 Matrix-SH Weight: 50 lb FT=20% J LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD 2x4 SP No.2 - BOT CHORD Rigid ceiling directly applied or 6-0-0 tic bracing. WEBS 2x4 SP No.3 OTHERS 2(4 SP No.2 REACTIONS. All bearings Mechanical except (jt=length) 8=0.8-0. fib) - Max Ho¢ 8=236(LC 19) Max Uplift All uplift 1001to or less atjoint(s) except 1=110(LC 19), 4=-164(LC 4), 5=157(LC 4). 8=503(LC 4) Max Gmv All reactions 250 Ib or less atjoint(s) 1, 4 except 5=290(LC 32), 8=739(LC 2) FORCES. (Ila - Max. CompJMax. Ten. -All forces 250 fib) or less exceptwhen shown TOP CHORD 2.3=-485/672 BOT CHORD 2-8=813/566, 7-8=579/720, 6-7=5791720 WEBS 3-7=0/254, 3-6=763/614, 3-8=13221966 NOTES- 1) Wind: ASCE 7.10; Vuh=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=20h; Cal. 11; Fxp D; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip 2) This toss has been designed fora 10.0 psf bottom chord live load noncenwnent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide pS A. will fit between the bottom chord and any other members, with BCDL = 10.0psf. 00 ♦♦��1. G E N g'• 4) Refer to for truss to truss connections. ••,\ ♦V: F• •, / s girder(s) ;_ 5) Provide mechanical connection (by others) of truss to bearing plate capable otwhhstandng 110 to uplift at joint 1, 164lb uplift at Q NO 3080 joint 4, 157 to uplift at joint 5 and 503 lb uplift at joint S. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 to down and 48 Ib up at 4-2-15, 1721b down and 481b up at 4-2-15. and 106lb down and 144 to up at 7.0-14, and 106 to down and 144 to up at 7-0-14 on lop chord, and 18 Ib down at 4-2-15, 18 lb down at 4-2-15, and 38 to dawn at 7-GA4, and 38 lb down at 7-0-14 on bottom chord. The desigi/selection deMcii is the �.) i(/ of such connection responsibility of others. 7) In the LOAD CASE(S) loads to the face the truss front back ;• �. •• - <(/ section, applied of are noted as (F) or (B). =�♦` LOAD CASE(S) Standard 1) fLive (balanced): Lumber Increase=1.25, Plate Increase=1.25 � `•- Q F1 I'D. StS'0 N A Uniform fonLoads 'EC��;O♦ Itillist Vert: 1-2=90, 24=-70, 2-5=20 Concentrated Loads (lb) ThomaiiA, Albert PE Nn.35380 Vert: 11=44(F=22, B=-22)13-36(F=18, 8=18) Mrrek USA, Inc FL Cert 6634 6904 Parke Eel Blvd. Tampa FL 33610 Date: June 14,2019 ®WARNING-VaNfy ass/dn panrtnd¢rs and READ NOES ON MISANDINCLUDEDM RU£ 9NCEPAGEMII-7V3... 1041=015BEF01W USE u■�• Design valid for use only with Mrrekawn isdare. This design is based only upon parameter sbawn, and Is for an IndiAduelbuilding component, not a Was system. Berens use, Ne lesions designer mist verify Du appliwbiay of design paremgen and property moomonds ads dealgn Into"overact `�.,■(� buldingessign. BraiIndicated istoprevent buddngofmSNduMUussweb erWarebeMmembersonry. Addaimlalteni'myendpmmaneetbogng WOW Is always reaubed for stability and to prevent eopapsa wine passible personal tiler and propeMdamege. FMgenemlguldanceregarding N. ' Pobd stlgt, gmaga, delivery, ereglon anti breclrN of uussea end toss systems, sea ANSNfloff Quality drowse, O6B ondBO& Buading Camponerm 69M Parke Fast BNd. sMeglNormedon available fore Tms3 Plata Indhide, 218 N. Lee Street, Sum 312, AlexanJda. VA22314. Tamp., FL 36610 Job Truss Truss Type Ply SEALS T77343918 1739095 HJ7X Diagonal HIP Girder �Qty 2 t Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s May 13 2019 MiTek Industries, Inc Fri Jun 1412:14:12 2019 scale: 112=T Plate Offsets (X.Y)- [2:Edge P7-8] [2:0-3-5 Edge], [2:0.3.5 Edge] LOADING (pal) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.06 6.7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vet(CT) -0.12 6-7 >976 180 MT20HS 187/143 BCLL 10.0 ' Rep Stress Ina NO WB 0.52 Horz(CT) 0.01 5 No Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 521b Fir =20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (lb/size) 4=164/Mechanical, 2=294/0-10-13, 5=300/Me hanker Max Horz 2=206(LC22) Max Uplift 4=195(LC 4), 2=158(LC 9), 5=201(LC 4) Max Gran, 4=164(LC 1), 2=637(LC 31), 5=371(LC 35) FORCES. (Ib) - Max. ComfoJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=11681654 BOTCHORD 2-7=749/1012, 6-7=74911012 WEBS 3-7=0/276, 3-6=1056/782 BRACING - TOP CHORD Structural wood sheathing directly applied or4-8-12 oc purling. BOT CHORD Rigid ceiling directly applied or 6.9.5 oc bracing. NOTES- 1) W ri ASCE 7-10; VuIt=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf, BCDL=3.OpsF h=201t; Cat Ih Exp D; End., GCpi=0.16; MWFRS (envelope); cantilever left and tight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Refer to girder(s) for truss to truss connectors. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 Ib uplift at joint 4,158 Ito uplift at joint 2 and 201 lb uplift atjoint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3521b down and 2141b up at 1-512, 3521b down and 215Ib up at 1.5-15, 77Ib down and 1041b up at 4311, 771b down and 1041b up at 4-3.11, and 106Ib down and 1441b up at 7-1-10, and 106110down and 144110up st 7-1-10 on top chord, and 181b down at 4-3-11, 181b down al 4-3-11, end 381b dawn at 7-1-10, and 381b down at 7-1.10 on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 24=70, 2-5=20 PS, A �qCe,,,', G E N &, No 39380 ice•'• � _��� Thomas A'AIDanlYE ND.39380. MITdk USA. Inc. FL Cat 663,4 6904. ParkeW Blvd. Tampa R.33610 Date: June 14,2019 ®WAKING-Vert!yeaslpnpermne .d REAONOTEBOMMISANOINCLUDEOM1IIIENREFEAENCEPA0E 7CJrev.f6 0158E USE Design veld for use onh/wch dorl come hers. This design 13 based only upon parameters shown, and Is torso IndiAdual Isuding a mpmerd, not e tmas W.M.sSafe. use, the budding designer must verify me eppllcabiliq of design parameters and propery ncomorate this design into the overe0 � bu0dingdosign. Bracing indented is to prevent bucking ofindlddual suss web andlor Nord members only. Adenionaltemporary and permanent trading M]Tek- - Is elwaya reputed for slabl4y and to prawn xflapi, with possible panmal Nlury ad propedydamage. Forgenerel gudann regarding the fabrication, storage, debt %ry�Im efion and bracing oubusses am bussaystams,sea ANSNP/f Qualms W4BMCdteds,, and BBuilding Component 69N Paeke Earl and. Bon SWeylnfishu Mile from Truss Plate Insane, 218 N. Lee abee4 Buda 31Z Abkmma. VA220t4. Temp. FL 36610 Job Truss Truss Type 0ry Py SEALS T17343918 1739095 HJ7X Diagonal Hip Girder 2 1 Job Reference (oDgonal) Builders Finn Source, Plant City, FL - 32566. 8.240 a May 13 2019 Mfrek Industries. Inc. Fri Jun 1412:14:13 2019 Page 2 ID:FJntYOFooVc G4zXnXSVV v Gb5t-BOeIFEYT_OmeaU6b0001KW w7)J7Mtc3wFz6N40 LOAD CASES) Standard Concentrated Loads pb) Vert: 9=177(F=89, S=89) 11=44(F=22, B=22) 13=36(F=18, B=18) ®IYARNINO- Wdlydosignpareaaas and READ NOTES ON MIS AND INCLUDED NR£K REFERENCE PAGE 41IJ03mv. I"MOIS BEFORE USE Design wild for use onywim MITek® connedore. This design IS basso only upon pammaers shown, and is for an NtllNdual buliding component, not a buss rystem, salon, usa, the bMWing dealgo,r, most verity No applicability of dedgn pantelders and properly Moopoats this design Into me overall y bulldhpdesign. eredng lndiratad is to prevent buckingoflnoMdual Was web andtorchom maMers ony. AddWoneltempar"andpomanentbredng WOW Is always m4vlred far aanuny and to prevet ceVapsa wan Seattle personal Injury and pmpeMtlamage. Forgenenoguidanoaregardingme fabricator. storege,clattery, eredion and bracing debases are! Waa systems,sea ANS4IPIS Dually CNrede, DSBap and SCSI Building Cwmponenr 6m PaAe East aw. SafeylMormetldn availaNe Wm Truss PUre lnsWNe, 218 N. Lee Slreal, fiats 312, Aleaandda, VAT1314. Tampa, FL 3aa1O Job Tmsa Truss Type Ory, Py SEALS T77343917 1739095 JG6 Jack -Open Struc Ural Gable 1 1 Job Reference (optional) Buliders First Source, Plant City, FL- 32566, 8.240 s May 13 2019 MTek Industries, Inc. Fri Jun 1412:14:13 2019 Page 1 ID:FJntYOFooVc G4zXnXSVV v Gb5t-BOeIFEY7_OmeaUBtK7UUIKW 7xHgJFPltc3wFz6N40 -2-9-16 2-93 2.9-15 2 93 Scale=1:11.1 ADEQUATE SUPPORT REQUIRED Plate Offsets (X,Y)- rl:G.3-10 0301 (2:0-6-0 Edge] - LOADING (psry SPACING- 2-0.0 CST. DEFL. In (loc) /deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ved(LL) -0.00 2-4 >999 240 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 0.06 Ven(CT) -0.00 2-4 >999 180 BCLL 10.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 1 late rda BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 171b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 1=74/Mechanical, 2--401/0-8-0, 4=24/MechanimI Max Holz 2=99(LC 9) Max Uplift 1=-49(LC 8), 2=351(LC 9) Max Grav 1=74(LC 1), 2=401(LC 1). 4=47(LC 3) FORCES. Qb) - Max. ComplMax. Ten. -All forces 250 0b) or less except when shown. BRACING - TOP CHORD Structure! wood sheathing directly applied or 2-9-3 co pudlns. BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever leg and fight exposed; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (none] to the face), we Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI77PI 1. 3) Gable studs spaced at 2-0-0 m 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcunent with any other live loads. 5) • This truss has been designed for a If" Ind of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 49 Ib uplift at joint 1 and 351 Ib uplift at joint 2. PS4A 4ACe���ii. �CENS �� • fir. lC / .. �. No 39380 * b N A%- Thomas X Alban! PE No.39380. MTek USIL Inc. FL Bert6634 6904:Parlie WVvd. Tampa R.33610 Date: June 14,2019 AWARNING. Vedlydasignseramanns and READN07ES ON MS AND 1VUIVDMAcTEkCWE fNCEPAGE1N-7413rev. 1""Or6BEFORE USE Deaign vend for use anty WM MTek®cormedon. The design Is Used onlyupon parameters sEown, and s for an m flv dual bulking component, not a Truss system. Before use, me bunches dougnarmunveiily the appllcablrnyalde9gn penmetws and property mcorponte this design Imothe.11 buildinsdeslgn.Bracing Indicated is to prevent buckling aflndMdual huss"l, enNwchoM members only. Adddloroltempurdy and permanent leading MOW Is ahans required for stability and to prevent c IIBpu with possible personal Injury and property damage. ForgenerslguldancereyaNingthe falmosem.storage. d.11.,,eone. and anuing othusss' andbuss system., sae ANS4rW10ualle, Coteda, DSBe9 and SMi Bulldfng Component 6904 Perk, East Blvd. Salaylrlormagon evailede Bore Truss Plato Insured.. 218 N. Lea 6treel sups 312. Alexandria, VA 22314. Tampa, FL 3e610 Job Truss Truss Type Gty Py SF?1S T77343918 1739095 KH7 Hip Ginter 7 1 Job Reference (optional) _ Builders First Source, Plant City, FL - 32566. 8.240 s May 13 2019 Mi7ek Industries, Inc. Fri Jun 14 12:14:16 2019 Page 1 ID:FJnIYOFooVc G4zXnXSWxv GbSt-bbKtuGeMHL8DRyrScF1 Bfy8Vh94mWNo8ZeHWAZz6N4L -2-0-0 7.0-0 13J30 19-00 22-00 24)-0 7-M 641-0 8-0-0 3-0-0 6x12 MT2GHS = 4.00 12 3x8 = 2A 11 3x8 MT20HS = 5x8 = 4x6 Scale=1:41.3 3.8 11 6x12 MT20H8 = 14 4 15 16 5 ,n F N ri 11 5x12 = Plate Offsets (X,Y)- [2:0-0-6,Edgel, [3:0-8-0,0-2-41, [5:0-9-0,0-2-8), [7:Edge,0.3-8j, 18:0-3-8,0-2-81 LOADING (psi) SPACING- 2-0.0 CSI. DEFL in (1m) gde0 Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25. TC 0.66 Vert(LL) 0.38 9-11 >685 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.25 SC 0.94 Vert(CT) -0.45 9-11 >573 180 MT20HS 1871143 BCLL 10.0 Rep Stress Ina NO WB 0.98 Horz(CT) 0.10 7 Na n/a BCDL 10.0 Code FBC2017ITP12014 Metrfx-SH Weight: 105 lb FT=20% LUMBER- BRACING - TOP CHORD 2(4 SP M 31 •Except• TOP CHORD 5-6: 2x4 SP No.2 , BOT CHORD 2x4 SP No.t BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 3-9,5-9: 2x4 SP No.2 , OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=1835/0-7-10, 7=2014/Mechanical Max Holz 2=15) Max Uplift 2=1593(LC 4), 7=-1623(LC 5) Max Grav 2=1927(LC 2), 7=2f 50(LC 2) FORCES. Ila) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4519/3291, 3-4=4850/3720, 4-5=4850/3720, 5.6=2539/1891, 6-7=1953/1468 BOT CHORD 2-11=-3112f4196, 9-11=3122/4235, 8-9=1752/2350 WEBS 3-11=168/631, 3-9=59Of745, 4-9=910/993, 5-9=-2081f2701; 5.8=737063, 6-8=1901/2578 Structural wood sheathing directly applied or 3.0-4 oc pudlns, except end verticals. Rigid ceiling directly applied or 3-6-0 oc bracing. 1 Row sit midpt 5-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=1391 TCDL=4.2ps[; BCDL=3,Ops1; h=20f1; Cat. II; Exp D; Encl., GCPI=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 Mid bottom chord live load nonconcerrem with any other live loads. 6) • This truss has been designed for a live load of 201 on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsl. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1593 Ib uplift at joint 2 and 1623 lb uplift atjo[rd 7. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loed(s) 2541b down and 38B He up at 7-0-0, 1371b down and 2301b up at 9.0-12,1371b down and 2301b up at 11-0-12, 1371b down and 2301b up at 13-0-12, 1371b down and 2301b up at 15-0-12, and 1371b down and 2301b up at 17-0-12, and 1491b down and 230Ib up at 19.0-0 on top chord, and 311 Ib down and 210 Ib up at 7-0.0, 821b down end 23 Ib up at 9-0-12, 82 Ib down and 231b up at 11-0-12, 821b down and 23 Ib up el 13-0-12, 82lb dam and 231b up at 15-D-12, 821b down and 231b up at 17-D-12, and 821b down and 231b up at 19-0-12, and 2471b down and 2181b up at 21-0-12 on bottom chord. The designtseledion of such connection devices) is the responsibility of others. 10) In the LOAD CASES) section, (Gads applied to the face of the trust are noted as front (F) or back (8). ;Ps e A ' .` .... ENg No 39380 'ONA sk�C1,��. Thomas A Alban) PE No,39380 MITekUSA. Inc.FLCer16634 6904 ParkeF,asjBlvd. Tampa FL 33610 Date: June 14,2019 ndaM ® WARNING- V¢dytlaslgnpemndersantREADNOTESONMIS AND INCWOEOag MEFERENCEPAGE AUWO]rev,10A1R0158EFOREME wes �■�' Design veld car use only wOh MITeesconnectors. This design Is based only upon parameters shown, and Is for an Individual building component, cat a Msa system. Before use. the bur, ing designer must verify via appliestRy of design parameters and prepW ady Incorporate s dentin haothe event `�.�[� MUdIgdesign. Bmclog Indicated lsto prevent lowing d Individual boss web andRvehord meribere only.. Addtlbnallempo iry and permanent headingry1[rek- s�y �■sT HeNrayersqulredfarstabileyendtoprevardcosapaewNepawRleperepulMJuryendpmpedydamepe. Foraaeneralguldanceregarding rue fabrlutlm4 storage,delivery, erection and bracing OfWsses and thus ryatems, see ANMi7Sr1Ouelly CrgeGa, 0.5838 ondBLS/8uU0grB ComponOnr 6904 Parke astaN4 Serogrnformetlon available "in Truss Sete InsgMo, 218 N. lee street, aides 312. Nmmodda, VATA314, Tampa. FL 38610 Job Titus Truss Type Oly Ply SEALS T77343918 1739095 KH7 Hip Girder 1 1 Job Reference (optional) Binders FIMI Source, Plant City, FL-32566. 8.240 a May 132019 MTek Industries, Inc. Fri Jun 14 12:14:16 2019 Paget ID:FJntVOFoOVc G4zWSV4 v Gb5t-bbKWGaMHLSDRyrScF1 By8Vn94mWNoSZQHWAZz6N4L LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-5=70, 5-6=70, 2-7=20 Concentrated Loads (Ib) Vert:.3=170(F) 5=128(F) 11=256(F) 4=-128(F) 9=-52(F) 8=52(F) 13=128(F) 14=128(F) 15-128(F) 16=128(F) 17=52(F) 18=52(F) 19=52(F) 20=-52(F) 21=239(F) I ®WANKING-VerlfynaalgnpaamerenandR NOT ON THI5ANDINOLUDWIRTEKNEFENENLEPAGEWA)!3.. f0.0LI015BEFOREUMS D03Nn wild use Omyw1N MRek@eonnenore.This design Is baud onlyapon paramerarsanown,and le for an kdlNdval building comper8 not awwa eMi¢e system. Beforeuse, the bulking designer mica wnEy me applirab5ly Ofdesign parameters and property No rporale this design into Me overall � buddingdouign. Bruning indlemed B to prevenlbucling oflndividual trues web onevorebord members only, addtonal temporary and permanent bracing MiTek' Is ePweye requhdfor sleblliy and to prevwnt wdepu wet passmle personal Njury end pmpadydamepa. ForgeneralgWdaneem8aming Ne (abrka0m. ¢image, dedwry, eredlon WtlbreGlg offmsus antlWusystems, xe, ANBUrP/f Oscar, GNerla, OSH89 and SW Building component SausylefomaWon eQ]IaNefmm TmuPoln M0,218N.Lee&rest,Sidle31ZM=dla.VAM14. 6904 Parke Eas 8W. Tampa, FL 366f0 Job Truss Truss Type Oty PN SEALS T773d3919 1739095 KH9 Hip 1 1 Job Reference o Banal Builders First Source, Plant City, FL-32566. 94 1 4x10MT20HS = 8.240 s May 13 2019 MTek Industries, Inc. Fd Jun 1412:14:17 2019 4x10MT20HS = Scale=1:41.3 44 = 3x8 = ""' - Us = 31d3 r� Plate Offsets IX Y)- [2:0-2-6 Edge] [4:0-5-8 0.2-0j [5:0-5-8 0-2-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. In (loc) Odeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.16 2-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) .0.32 2-10 >804 180 MT20HS 187/143 BCLL 10.0 Rep Stress Ina YES WB 0.76 Horz(CT) 0.05 7 n/a n1a BCOL 10.0 Code FBC2017/TPI2014 Mabix-SH Weight: 1071b FT=20% LUMBER- BRACING - TOP CHORD Zut SP No.1 *Except' TOP CHORD 4-5: 2x4 SP M31, 5-6: 2x4 SP No.2 BOT CHORD ZA SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. Ob/size) 2=1140/0-7-10, 7=960/Mechanical Max Ho¢ 2=149(LC B) Max Uplift 2=-956(LC 8), 7=-664(LC 9) Max Gray 2=1170(LC 2), 7=1015(LC 2) FORCES. Ob) - Max. CompJMax. Ten. - All tomes 250 Ob) or less except when shown. TOP CHORD 2-3=222712611, 3-4=195012206, 4-5=1836/2174, 5-0=1472/1642, 6-7=944/1166 BOT CHORD 2-10=2581/2092, 8-10=1518/1352 WEBS 3-10=410/600, 4-10=26/282, 5-10=568/571, 5-8=2181446. 6.8-145911344 Structural wood sheathing directly applied or 3-9-5 oc pudins, except end verticals. Rigid ceiling directly applied or 3-5-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3second gust) Vasd=139mph; TCDL=4.2pst; BCDL=3.Opsf; h=208; Cat. II; Exio D; End., GCpi=0.18; MWFRS (envelope) and C-C F)derior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 9-0-0, Extedor(2) 9-0-0 to 21-10-4 zone; can8lever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencunent with any other live loads. 6) - This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will et between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 956 lb uplift at joint 2 and 664 lb uplift at joint 7. ♦♦♦�♦BPS, A rq4. s� O . 11.` ��� G E NS @F No 39380 Cn �ONA� ,E�♦�♦♦ IIIIIII Thomas A. Alban] PE No.39380 A4rek USA, Inc. R. cart 6634 6W4 Parks: EastBlvd. Tampa FLW610 Dabs: June 14,2019 ®WARNING-Verlrydaslgn parameters and READ NOTES ON laISAND/NCLUDEDAt?EK RE RMWCEPAGEIN-0Obee. 169)RDtS BSFOREUSE Design validfor use onlywd8 Massa wnnedors. lbie design is based only upon pammet.s Maven..nd is tore. hdlNedsl building component, not �- a Wss system sekre use. Me adding design. must ve dythe eX11asuiny of design parameters and properly Nwryorata Vale design Intotte ov. 11 bWdingdesign. enticing lndoatmisto sadlo ansidmembem only. AIdN naltempssayendp.manentbmcng preiantbuddingofindividualbussweb isoM Mul dMrelobillyendt MWMwlapsewiNWo blep M"lNjurywdp rtydamaga. ForgeneralguNansamg.ding Ne MiTek' fablanda. dosed, delivery. deseen end bracing ofbussee and Wes systems. nee ANSVTPI7 Oua8ry Crtreda, M"9 and Best aulldIng Composer! 69N Pant. East Bed. Sareylnlorm.lon available 8om Truss Plate InatllNe, 218 N. Las SuveL aMro 312, Aexandda, VA 22314. Tempe, FL 366t0 Job Truss Truss Type Oty Py SEALS T17343920 1739095 KH 11 Hip 1 1 �Job Reference o gonad Builders First Source, Plant City, FL - 32566. 8.240 s May 13 2019 MRek Industries, I= Fri Jun 14 12:14:15 2019 Page l ID:FJntYOFooVc G4zXnXSVV v Gb5t.70MVgw2kW10MgOGG2Xwy8lbFY108n2A7LWYze7z6N4M -2-0-0 1-10.1d I 11-0-0 I 15-0-0 22-0-0 l 2-0-0 610.14 5-1-2 441-0 7.0-0 2x4 1 axe = 5,8 Scale =141.3 4x8 = 2x4 II 30 =--" 5x8 = 34 II 5-10-14 114)-02200 5.10-14 5-1-2 4-0-0 7-0-0 Plate Offsets (X Y)- f2:0-2-6 Edge] t4:0-54 0-2-8] j5:0-0-0 0.2-3] r6:0.2-8 Edge1 LOADING (psq SPACING- 2-0.0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(L-) 0.17 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.2110-11 >999 180 BCLL 10.0 Rep Stress Ina YES WB 0.49 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matdx-SH Weight: 1131b FT=20v LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except• TOP CHORD 66: 2x4 SP No.1 BOT CHORD BOTCHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3'Except• 6-7: 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=1140/0.7-10, 7=960IMechanicel Max Horz 2=163(LC 8) Max Uplift 2=943(LC 8), 7=-W(LC 9) Max Grav 2=1170(LC 2), 7=1015(LC 2) FORCES. On) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 2-3-2347/2586, 3.4=1614/1875, 4-5=1390/1675, 54i=1483/1641, 6-7=-918/1172 BOT CHORD 2-11=2567/2197, 10.11-2567/2197, 8-10=1680/1496, 7.8=272/227 WEBS 3.10=837/964, 4.10=-341/394, 4-8=-2881284, 6-8-1231/1194 Structural wood sheathing directly applied, except end verficels; Rigid ceiling directly applied or 3-7-6 oo bracing. 1 Row at midpt 6-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=1Sari TCDL=4.2pst BCDL=3.OpsY h=20R; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 11-0-0, Extedor(2) 11.0-0 to 21-10-4 zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nenconcunent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 943 lb uplift at joint 2 and 6441b uplift at joint 7. %%%%ONSiA. Ar.", 0 •' p e9 ��i . NO 39380 Thomas A; Alban) PE No2M MRek USA, I= R. Cart 66M 6904 Parke East Blvd. Tampa FL 33510 gate: June 14,2019 ®WARNING-VeMyda ignyara Wma dRFADNO SOM MSANDINCLUDEDAIIIENREf ENCEPAGEM➢-7a3Me lMaOIaBEEOREUSE eoslgn valid For use antyweh MlTebboonnedom This design Is based only upon parameters alwwn, and is foram IndiAlual bulldog mmpooem. not a buss system. Before use, Me b,ulding designer must verify We appdieebinfy ddeegn parameters and property Nonrpomte Nis design We"orerall buldbpdeslgn, loading indleated Is to prevent buiding oflnu Mdual Wm web andlareMrd marrows only. AddWonaltemporaryandpemlanentbreWg MiTek• Is always relabel for doblly and to prevent collapse wM posaale personal injury and property damage. For general gulance regarding the hbdraflon. dorspe, degvary. eredlan and OrerLg of Wssas end truss systems;sae ANSVrPI' Duality Cdladq DSBa9 and Bad Hukimg component 69" Parke End gist'. SofeWhio7mal0n availablefrom Tmas P➢ Insubn0,21e N.Lea SbeeLSidle312,N dda.VA22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply SEALS T17343921 1730095 LH5 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s May 13 2019 M7ek Industries. Inc. Fit Jun 1412:14:19 2019 Page 1 ID:FJntYOFooVc G4aXnXSV6=GbSt-7A4OVVHdEeGWnIPZlHNbuHbm?IMCKjygbGYWAn=6N41 r 2 4-1-0 6-0-0 1 85-0 I 135-0 _ 155.0 00 5.0-0 35-0 5-0-0 2-0-0 Scale o 1:30.4 44 = 4x6 = 4.00 12 3 11 4 4 2x4 3x5 = 3x6 = LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In (loc) I/den L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.10 7-B >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC, 0.67 Vert(CT) .0.12 7-8 >999 180 BOLL 10.0 Rep Stress Ina NO WB 0.11 HOR(CT) 0.04 5 n/a rue BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 67lb FT=20% _ LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.0-1 oc purling. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 2=977/0-7.10, 5=977/0.7-10 Max Hom 2=82(LC 5) Max Uplift 2=882(LC 4), 5=882(LC 5) Max Grav 2=1013(LC 2). 5=1013(LC 2) FORCES. (lb) - Max. CompJMax. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3=189811292, 3-4=1756/1245, 4-5=189811291 BOT CHORD 2-8=1142/1734, 7-8=1137/1756, &7=114011734 WEBS 3.8=01293, 4-7=0/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=180mph (3-second gust) Vasd=139mph; TCDL=4.2pst BCDL=3.0psf; h=20n; Cat. II; Exp D; End., GCp1i=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip ID%111k 11111 DOL=1.60 Ak ., 11 44. 3) Provide adequate drainage to prevent water ponding. ���,Q�P........ .4 It. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonccncurrant with any other live loads. 0 `-SF�'•, / 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle &6-0 tall by 2-0-0 wide .� •� �% will fit between the bottom chord and any other members, with BCDL = 10.Opsf. No 39380 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 882 Ib uplift at joint 2 and 882 He uplift at * - joint S. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2" to down and 3521b up at &0.0, and 103 to dawn and 151 Ito up at 6-8.8, and 2441b down and 3521b up at 8-5.0 on top chord, and 1071b down at &0-0, and 52111 dawn at 6-8.8, and 1071b down at 8-" on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).. ��i P•LOA: _ . O R , D Standard �`�, - �!SS�0NA1111 1)DadA+Roof) Live (balanced): Lumber lncrease=l.2Q Plate Increase=1.25 � �� Uniform Loads (plf) Vert: 1-3=70, 3.4=-70, 4-6=70, 2-5=20 Thomas A. Albanl PE No.39380 Concentrated Loads (to) MRek UM Inc. FL Cart 6634 Vert: 3=139(B) 4=139(B) 8=-62(B) 7=-62(B) 11=51(B) 12=26(13) 6904 Parke WBlvd. Tampa FL 33610 Date: June 14,2019 ®WARNING-YeWYdeslpn MmWews and RFAONOTES ON MIS AND MnLI DED 4gTENREFERENCE PAGE a1ll-y4T3rev. 169IAMISBEFORE USE oeslgn velk for use only anon MlTekdt connedom. This design Is based only upon parameters abown. and Is for an IndlNdualbullding component not a Does simme. Before use, the bunding designer mual verily Me apF,cabuly of design parameters and pmpeM booTonnothis design Into Me ov fl bugdngdWign. 8.6n,M icatedistop"v tb.,Ung&Md[OduMWaswebanNord MMd b6MMy. Mc lowltemporzyendpemianerrtbmdng M!Tek' is always requbed for stabllly and to prevent aD.P. with possRle penanal lntery and pmpedydemago Forgene.l guldanoa.,.Ming one febdanden. Moms.. de,very, erection and bMCMg of 6usue and buss systems, we ANSUTPrI Ouallfy antede, pSa499 and BCSI BUIkIIng ComponerR 6904 PeM1a wad BIW. SafWlNormeUon avallagefmm Tmu Plate IrtA 0.218N.Lee6beeL6uXe3lZAbxand63.VA22314. Tampa. FL 06610 Job Tm$5 Tmss Type Oty Ply SEALS T77343922 1739095 LH7 Common Girder 1 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566. 6.240 s May 13 2019 MITek Industries, Inc. Fri Jun 14 12:14:202019 Page 1 ID:FJntYOFOOVC Gov(nXSWxv4Gb5t-TMZO)ddsLZemZBEr567polCFinagSHJkUCF)JLz6N4H 10312 7350 1554 241-0 3-1-0 330 3-7-0 3-i-0 2-0-0 2a4 4x5 = 6xe = 6xa = 311 F 64-0 It. 12 135-0 3-1-0 330 &]-0 31-0 Scale= 1:29.9 x4 II Ib Plate Offsets (X,Y)- [2:0.6.2,0.0.31. [6:0,6.2,0-0-31, [9:0-5-0.0-481 LOADING (psI) SPACING. 2-0.0 CSI. DEFL. In (loc) Udefl IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.14 9-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.17 9-10 >906 180 BCLL 10.0 ' Rep Stress Incr NO WB 0.63 Horz(CT) 0.03 6 n/a Na ' BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 158 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP N0.2 REACTIONS. (lb/size) 2=3224/0-7-10, 6=2126/0.7-10 Max Horz 2-98(LC 23) Max Uplift 2-2516(LC 4), 6=1736(LC 5) Max Grav 2=3357(LC 2), 6=2211(LC 2) BRACING- TOPCHORD Structural wood sheathing directly applied or 4-2-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-4-12 oc bracing. FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=7832/5409, 3-4=-569414029, 4-5=5702/4035, 5.6=4998/3461 BOT CHORD 2-10=5091f7346, 9-10=5091/7346, 8-9=3175/4682, 64r=3175/4682 WEBS 4-9=-2298/3305,3-10=835f1276, 3-9=2055/1417, 58=-519/515, 5.9=832/822 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'S61 nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9.0 on. Bottom chords connected as follows: 2x6. 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 now 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 IF) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf h=20R; Cat. II; Exp D; End., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2516lb uplift at joint 2 and 1736lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 981 lb down and 664 to up at 2-44, and 981 It, down and 684 lb up at 4-4-4. and 2115 Its down and 16431b up at 6-4-4 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 (plf) Vert: 1-4=70, 4.7-70, 2-6=20 %% 6%N- . 44e%i V\GEN9*..9iL�y� ` i. No. 3080 loll -1 June 14,2019 minued on coca 2 ®WARNING-Vetlry east➢n panmeHIn oM REAa NOTES aN 1MS ANa INCLaBEe A➢rEN RFFENENLE PAGE Mil-]Q]rw. ideJ/�Brb BEFORE aSE e nngcoent . TltAtis defelafMar ag not gnehosyilsae dO upso,ns abuse mtfoo.rrBugthe bUWeCepaupsslelardruscarapIsebenca rashadlaa eirs pmaertemaere e desn Weirs inag and theoverall bulidingdoSigM. BMC9InddistoprventbudKagoindivVuswebcreme chord mem6eronly. amryendpmaeMbmdng M�iTeklssAayrguedtr=blaywdtoprrtcpepewNpssiblepe . lNryandppeM4amForganereguidarceagarNnpiCa enyGVwBryW, nelad pssmyyss,teesef , nddoCcaanG epea atyemNSOrd,DdBatlBO5a11d1n00mpent 6904Pae �asl Bw.SdaylndmeMilitias heanToss %ate Ingarts,218 N.LaStreet6upe3129exnddeVA214. Tamp, L state b Truss Truss Type Gly PlyT17343922 39D95 r17 LH7 Common Giber 1 2 �JaEbARL'efierenw(opdonal) BuildersFirst Source, . Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Fd Jun 1412:1420 2019 Page 2 ID:FJnIYOFOOVC G4zXnXSVVx Gb5l-TMZOjddsLZemZBEr567polCPmmgSHJkUCFjJLz6N4H LOAD CASES) Standard Concentrated Loads (Ib) Vert 13=940 fl 14=940(F) 15=1994 fl ®WARNING-VerNydeslDn aaonmersSWRVDNOTESONMIS AMDMCLUDEDhMh5KRFFERENDEPAGVhV-7W3a ..141NRg15DEFOREUse Ibflgn KIld for use onlywth MITek0Conned0i. nIs design le based only upon panshosters shows. and Is for an Mc Mdualbulsfing Component. not a Muss system. Before use, Me bunting doNgner most verify Me applicaln ly of design parameters and property ncdryom(e Ws design into the overal burtingdasign. BmWgindnatedietopmventauc gofndMdual W33wba ordmmmembemonly. AddbionnttempoaryandyorurantMadng MiTek' Is aWs,s regulred for stability and to prevent canapes W M possible personal Injury and yrop aydamage. Forgeneal gukance regrading Ma faEdrabcn, storage, denvary. rhslon and among ofWsus and Wu systems,sea ANSUrPlf Oua/My Cnanfe, OSB-99 and SM BUIMIng Componont 69M Pais Ead BW. SaAwks ormadon evelleble eom Tmu Plate Inane, 218 N. Lee BtreeL S.R. 312, Alexandra. VA 22314. Tompe, FL 38310 Job Truss Truss Type Oty ply SEALS T17343923 1739095 RH7 r Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 a May 132019 Mi 1O%I6MT20HS II IOX16MT20HS II 4.00 12 3x6 11 3 15 18 4 17 18 5 Inc. Fr Jun 14 12:14:22 2019 8x12 = 4x10 MT20HS 11 8 7 1� jjII$I 2x4 II 2 7-1. I}I$ 111111 .5x8 STP = 13 19 20 12 21 11 10 9 8 Scale =1:49.8 3x12 MT20HS = 2x4 II 5x8 = 4x10 MT20HS = 3x4 = 2x4 11 6x8 = 778 I 12-5d 1" i205-0 242 5; 754 9-14 Plate Offsets (X,` )- [3:0-2-4,0-6-4], [5:0-2-0,0.6-8L [6:0.7-12.D-3-8]. V:0.5-0,0.mI LOADING (psB SPACING- 2-13-0 CSI. DEFL. in (roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.53 12 >535 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.5910-12 >481 180 MT20HS 1871143 BCLL 10.0 Rep Stress Ina NO WB 0.80 Hoa(CT) 0.05 7 nla nda BCDL 10.0 Cade FBC2017/TP12014 Mmdx-SH Weight: 122 Us FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except• TOP CHORD S-6: 2x4 SP NOZ 6.7: 24 SP No.2 BOT CHORD 2x4 SP M 31 •Exwpt• BOT CHORD 8-11: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 •Exwpt• 7-8,6-8: 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (Iblem) 7=1950/0-7-10, 2=2094/0-7-10 Max Holz 2-146(LC 7) Max Uplift 7=1566(1_0 5), 2=-1801(LC 4) Max Grey 7-2094(LC 2). 2=2209(LC 2) FORCES. (Ib) - MAIL Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2.3=5351/3910, 3-4=6308/4817, 4-5=6308/4817, M=5099/3840, 7-8=138911920 BOT CHOR_ D 2.13=372314979. 12.13=373315017, 10.12=-3669/4850, 9-10=348514596, 8-9=3474/4592 WEBS 3.13-170/613, 3.12=1158/1471, 4-12=8831973, 6.12=127111632. 5.10=-130/487, 6.10=444/441, 6-8=4789/3604 Structural woad sheathing directlyapplied or2-2.9 oc pudins, except end verticals. Rigid ceiling directly applied or 3-3.2 oo bracing. 1 Row at midpt 6-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psh BCDL=3.Opsf, h=20N; Cat. I: Exp D; End., GCpi=D.18; MW'FRS (envelope); cantilever left and fight exposed; end vertical left and tight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a %0 psf bottom chord live load nonconcu ent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to beading pate capable of withstanding 1566 Us uplift at joint 7 and 1801 lb uplift at joint 2. 8) Gap between Inside of top chord bearing and first diagonal or vertical web shag not exceed 0.5001n. 9) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated load(s) 254 Us down and 387lb up at 7-0-0, 1371b down and 2291b up at 9-0-12, 137 Ib down and 229 Ib up at 11-0-12, 1371b down and 229 lb up al 12-5-4, 137 Ib down and 2291b up al 13-9-12, and 137Ib down and 2291b up at 15-9-12, and 2641b down and 3871b up al 17-10-8 on top chord, end 3091b down and 2081b up at 7-0.0, 81 Ib dawn and 22Ib up at 9-0-12, 81 Ib down and 221b up at 11-0-12, 61 Ib down and 22 Ib up at 12.5-4, 81 Ib down and 221b up at 13-9-12, and 81 Ib down and 221b up at 15-9-12, end 3091b down and 2081b up at 17-9-12 on bottom chord. The design/selec ion of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the few of the truss are noted as front (F) or back (B). ,`PSaA111 aAp�i . oM <'e ', J�� p E N'S • 9 Z i No 39380 Thomas A All PE No39380 MITek USA Inc. FL Cent 6634 6%4:Parks East Blvd. Tampa FL 33610 Bate: June 14,2019 ontinued on neon 2 ®WARNING- VmfydeslgnpmemeferamdR f)MOTE.. ON MISAND INCLUDED MREKRFFERENw PAGsWp7Q4 rev. 16O3*015BEFORE ME Design valid (air use mywilh MReMewreCors. lbla design 19 Cased only upon parameters mcm, end b farm Individual WINing component, not a wee system. Before use, vie b"ng deslMor most writ' Me applicobigfyof dWgn pen meters and properly h wporete thisdesign Imothe overall b.MingdeAgn. Bracing lndeated 1.topmvmx Moons ofindWamoors s as web motor chord members only. Additional temporary and MiTek- pommem IeSWISS required roc stebniy and to pmwntooDapm whin possmle personal bguyend popeMdamage. Forgmerelguldancamgmdingthe fameauon,Stomp.. detlwryry erection entl Gracing ollmssea and Wee systems,see AMS11A/1 Ouellfy CrNONa, Mlid and BCSl Bulydleg Component se"Inrormadon awlleble tom Truss Fa(e IretA4e, 218 N. Lee Sheet, 6ude d12, Abxendda, VA 2T414. 69U4 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty PN SEALS T77343923 1739095 RH7 Roof Special Girder1 1 Job Reference o Bonal Builders First Source, Plant City, FL-32566, 8.240 s May 132019 Mfrek Industries, Inc Fit Jun 14 12:14:2.2 2019 Paget ID:FJnIYOFooVc G4zXnXSWJ Gb5FQlhgW"tBUMPJI¢VBbuDNNe6Gw8C1yWgODz6N4F LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Veit: 1-3=70, 3-5-70, 5-6=-70, 6-7=70, 2-8=20 Concentrated Loads (Ib) Vert: 3=169(F) 5=-169(F) 11=52(F) 13-254(F) 4=-128(F) 12=52(F) 10=254(F) 15-128(F) 16-128(F) 17=-128(F) 16=128(F) 19=52(F) 20=52(F) 21=-52(F) ®wAnaraw-Verilydesignl»ramefersand READ MOTES ON MIS AND INCLUDED4UTET(REEERENCE PAGE agi rev. 1D0341015BEFORE USE asawa Design valid far use onywah Mrek® conneaam. This design Is based any upon paremeters shown, ant La bran Ir41vishudbuilding com,ownt. np1 a Mae syslam. Eaton, use, Ns bWlemg dedgnar coal vary, Ne epsica nddy of desgn paramelan and properly incoryarete Nsdesgn Imp Oe overall bultrlirpdeaipn. Bma ngmdloatedlatopmnnibuWngoflndhddualbuasweba WN roboNmmobamary. AIdmornllfmpmaiyandpeanarembred, M!Tek* Is always required for stablury, and to prevent collapse with possible persmal Injury and malady damage, Forgeneralguidanwregardinglhe faerioaaon, W.P. salvers, fraction and throng of Uusses are W.stations. see A1,101olt Qualify Clifford., Mil and a= BaIlding Componerd 69M Parke East Blvd. SelefylNomudon avail. ft from Truss Plate Irstaule, 219 N. Lea Street, SUN 312, Alexandria, VA 22314. Tampa, R 36610 Job Tmss Truss Type Oty Ply 1739095 RH9 Roof Special 1 7SEAT17343924 ference (optional) o,.,,,.... r,m,w„y...... v v, a.z4us MI hex lndusmes, Inc. rn Jun 1412:14:23 Zulu Scale=1:50.4 5xe - 5xe = 4.00 12 4 6 3x8 11 4x12 = 4s6 = s:e II 4x8 = axe = 3x4 = 3x4 = 2x4 II 5xB = 10 11 STI.Sx8 STP = 2x4 II 9-0-0 16-10-9 1&5-0 21315 24-2-14 ? Plate Offsets (X,Y)- [2:0.2-6,Edge] [5:0-5-4 0-2-8][11:0-6-4 Edae7 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (hoc) I/dell Ud PLATES , GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ved(LL) 0.18 15-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Ved(CT) -0.35 2-17 >816 180 BCLL 10.0 ' Rep Stress Ina YES WE 0.46 Hor4(CT) 0.04 11 Na We BCDL 10.0 Code FBC2017(rP12014 Matrix-SH Weight: 133111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD 5-6,6.9: 2x4 SP No.2 BOT CHORD 2x4 SP N0.2'Except- BOT CHORD 8-12: 2x4 SP No.3 WEBS ZA SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 10=950)0-7-10, 2=1214/0-7-10, 11=2095/0-7-10 Max Horz 2=226(LC 8) Max Uplift 10=997(LC 2), 2=985(LC 8), 11=1464(LC 9) Max Gray 10=658(LC 9), 2=1248(LC 2), 11=2207(LC 2) FORCES. Qb) - Max. Comp/Mace. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3=2488/2136, 3-4=2177/1820, 4-5=-2046/1797, 5.6=-2004/1773, 6-7=tO10/922, 7-6=470/510, 8-9=285/301, 9-10=-473/509 BOT CHORD 2-17=2159f2326, 15-17=1709/1909, 14-15=1797/1975, 13-14=1795/1978, 8-11=-673/724, 10.11=315/291 WEBS 3-17=-462/436, 4-17=-61/338, 5-15=70/255, 7-13=1461329. 11-13=113911202, 7-11 =1 584/1439. &1 3=1 21111051 ' Structural woad sheathing directly applied or 2-9-7 oc pudins, except end verticals. Rigid ceiling directly applied or2-2.0 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf h=20ft; Cat; II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-0-0 to 4.0-0, Interior(1) 4-0-0 to 24-8-12 zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Fonding, 4) This truss has been designed for a 10.0 FBI bottom chord live load nonconculrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = IC.Opsf. 6) Provide mechanical Connection (by others) of truss to hearing plate Capable of withstanding 997 Ib uplift at joint 10, 985 Ib uplift at joint 2 and 1464 Its uplift at joint 11. i. N.D 3to 9360 CCZ 0 . 4u ........... ...E p-,` ThomasrA Albani FENo.393B0 MITek USA; IM FLCart 6634 6904 Park Egg Blvd. Tampa R33610 Date: June 14,2019 ®WARNING. VeiNy tlesignpammmeas antl REAP NOTES ONTHISAND INCLUDED MRENREFERENCEPAGEM 703mv 1041312015BEFORE USE eseew Design wild for use only with Milrek®Connertora. "is design is basal Only upon smashes shown, and is for an ndiVdwl bW191ng component, nm a hues system. Before use. Me bulWing designer must wady, the eppllabildyof design parameters and propedy Mcomorks, One design intone, owaasl � beldingdeagn. Bossing Indicated is to prevent Intent, of lndMduM Mess web anWor chord! manners only. Adelgonaltemporeryand sentence! brads, WOW Is sways requires for statany and to prevent Collapse who possale personal Nlury and pmpedydamage. ForgenemlguOmma ,Canting Na fabrlcahon,stones. degvery,eaches and bracl,g othuseas and truss, systems.see Magi Dually Cdbne, 1)8Bd9 and Bad Building Component SarerylNdrmmlon ev&leWe M1om Truss %ate InstlMe, 2/8 N. Lee Street sues 312, Alexendde, VA 2231d. 6904 Pena Ban BM1V. Tampa, FL 36610 Job Truss Truss Type Ory Py SEALS T77343925 1739095 Vol Valley 1 7 Job Reference o donel Builders First Source, Plant City, FL-32566. 4.00 12 axe Us = B.z40s Nhwi3Z01a MIIeKmausule5.IDG bn Jun141L:14:L42Ula 3x4 = 4x8 Scale-1:15.5 LOADING (psf) TCLL 20.0 TCDL 15,0 SCLL 10.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.26 Rep Stress lncr YES Code FBC2017/TPI2014 CSI. TC 0.50 BC 0.64 WB 0.00 Matrix-R DEFL in Ven(LL) Na Ved(CT) Na Hoa(CT) -0.01 0m) I/deft L/d - n/a 999 - Na 999 4 n/a n/a PLATES GRIP MT20 2441190 Weight: 221b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 54-15 ce bracing. REACTIONS. fib/size) 1=292/8-3-0,4=292/8-3-0 Max Hoa 1=15(LC 16) Max Uplift 1=208(1-13 8), 4=208(LC 9) Max Grav 1=308(LC 2), 4=308(LC 2) FORCES. Ob) - Max. CompJMax. Tan. -A t forces 250 (Ib) or less except when shown. TOP CHORD 1-2-707/1154, 2-3=-691/1129, 3-4=707/1154 BOT CHORD 14=1049/663 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vut1=180mph (3-second gust) Vasd=139mph; TCDL=4.2ps1; BCDL=3.Opsf; h=20ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and fight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. This russ has been pst bottom chord n ve load rn nt with any other lve an6) 3-6.0 tall by 2-0.0 nefor li This truss has been designed fora e led of 20.psf o.0 the bottom chord in areas whom arectangle wide will fit between the bottom chord and any other members, with BCDL=10.0psf. ,�Q`0C+`ps. G E N SF�••; �� '� ' v� Li 7) Provide mechanical connection (by others) of truss to bearing plate capable or withstanding 208lb uplift at joint 1 and 2081b uplift at ��� joint 4. No 39380 i F :.OR1'Q.� �N,�. •,���S,S/0NA� te%%% Thomas A;FJbaal PE No.39380 MiTbk USA, Inc: FL Carl 6634 6904 Parke EestBlvd. Tampa FL 33610 Data: June 14,2019 AWARNIND•VedrydoslgnpammeWsarpAFAO NOTES ON MIS AND INCLUDED Adi BEFERENCEPAGEI 7473.. 1010=015 BEFORE USE wild for use only Won MiTeksimMedors. ThIs design Is based only upon parameters Mown, end Is for on WhAduelbulkhrig oomponerd, not moo* a Wse system. Before use, the building designer mug writ, Me applicability of design pans ers and properly Incarponde this design loss Me owing Bredng 1ndioaled Is to budding of lnlivldug truss web aMror chard members only. Addhlonaltemporeryandpeenanentbhodng MOW buildhlgdeggn. prevent b always required for gabihy end to phowm wgapse with po553ie parsowl blot, and pmpeMdamega. Forgenergguldanoereganlingthe fabdna0ng,gorege, dehwry, shooting and bracing of Wsees and Were systems,see ANSInn1l Coolly efforts, DS9,89 end SM sending component 69"Pa" Sul slid. SeNp-INormmlon available ham Truss Plate Mennen.218 N. Lee Shea, suits 31Z Aleaandda, VA=14. Tempe, FL 36610 Job Truss Truss Type Oly SEA16 T7734392fi 1739095 V02 Valley [it, 1 1 ' Job Reference, o 8on81 Builders First Source, Plant City, FL - 32566, 8.240 a May 13 2019 MITek Industries; Inc. Fri Jun 1412:14:25 2019 Page 1 ID:FJntYOFooVc_G4zXnXSWxv Gb5t-qKNHnLh7A6Gx1K1BeehlWs735nBO7eSTeUzU7Yz6N4C 6-2.8 1260 6-24i 6.2-8 44 II Sx6 = 3x6 Scale=1:19.9 i Plate Offsets (X.Y)- 14:D-3-0,0-3-01 - LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In (loc) Udell L/d PLATES GRIP TCLL 20A Plate Grip DOL 1.25 TC 0.65 Ved(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 VerICT) ma - n/a 999 BCLL 10.0 Rep Stress Ina YES WE 0.19 Horz(CT) 0.00 3 n/a n/e BCDL 10.0 Cade FBC2017fTP12014 Mabix-SH Weight: 37111 FT=20% LUMBER - TOP CHORD 2x4 SPNo.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=201(12-5-0, 3=201/12-5-0, 4=546/12-5-0 Met Ho¢ 1=52(LC 12) Max Uplift 1=155(LC 8). 3=161(LC 13), 4=-319(LC 8) Mex Grav 1=214(LC 25), 3=214(LC 26), 4=583(LC 2) FORCES. Qb) - Met. CompJMax. Ten. - All forces 250 fib) or less except when shown. WEBS 24= 400/629 BRACING - TOP CHORD Structural wood sheathing directly applied or 640-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10.0-0 DO bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psC BCDL=3.Opsf; h=200; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Eldedor(2) zone; cant lever left and right "posed; end vertical left and right exposed for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires caMinuous bottom chord bearing. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcumerd 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 0l between the bottom chord and any other members, with BCDL - 10.0pd. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 155 Ib uplift at joint 1,.161 Ib uplift at joint 3 and 319 Ib uplift at Joim 4. O�P S' 1111 A 4fill, FI 4' - 0�i No 398.80 % NAB 4�tJ %% Thomas Ai Albanl.PE:N0291360. MITek USA. Inc: R. Carl 6634 6904 Padre FagtONd. Tampa FL 33610 Date: June 14,2019 ®WARNING- Vedrydaslgnpamnselere and READ NOTES ON TRISAND INCLUDED WD REFERENCEPAGEAe1.7473 rev, 1110=015BFFOREUSE Design vaikl fur use onlywitb Mineks connectors. This design Is bases only upon on miters shown, add is Mran achAdual building mmponem, not ��- a buss order. 96fare use, me budding deu,nermust lorry, hie Dodicabireyof design penmatas and Propery inwrporsts this design too me overall 7 buiidingdeslgn. andes ndicatedistopreesotucdngofindMdual"$swabad6orchordmambenonly. AddWonaitempamgWdpmm ftentbmciM KWICIs aMays needed for slabBM and to prevent wraps, wint privets personal ln)ury and popedyMariana. ForgenemiguldancemgaNingme fabrra0m, ngnpe, de0very,erection end breHig oltruasea end Wsa synems,s„ Aarfril f Quality Cdseds, DS a and BC3l Soldina Camp,neat 6904 Parka Fan give. gafeylAormaflon inolloble from Truss Plate medals. 218 N. Lee Manit, Madn312. Alexandra, VA22314. Tampa, FL 36810 Job Truss Truss Type Ory Ply SEALS T773439T7 1739095 V03 Valley 1 1 Job Reference o Uonal Builders First Source, Plant City, FL-32566. 4.00 12 dab i 3x4 = 8.24USMayl31U19MI1eKIMUSineS,InM Fn JUn1412:14:2b2U19 4x6 Scale=1:15.6 i LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 1D.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/rP12014 CSI. TC 0.37 BC 0.63 WE 0.00 Matnx-SH DEFL. in Ven(LL) Na Vert(CT) Na Horz(CT) -0.01 (I=) I/dell -- L/d - n/a 999 - Na 999 3 Na Na PLATES GRIP MT20 2441190 Weight: 231b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied orb-0-0 ce putting. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-8.8 Oc bracing. REACTIONS. (Iblsize) 1=29CO-5-0, 3=294/8-5-0 Max Holz 1=32(LC 12) Max Uplift 1-195(LC 8), 3-195(LC 9) Max Grav 1=310(LC 2), 3=310(LC 2) FORCES. fib) - Max. CompJMa1L Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 1-2=5311779, 2-3=531[779 BOT CHORD 1-3=651/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10; VUII=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.DpsF h=20it; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Eldedor(2) zone; cantilever left and right exposed; end ver0ol left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6D 3) Gable requires cominuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf tom chord live load nonconicumant with any ve loads. eallrectangle of 1 5) been designedlive20mherson thebottom chord0In all areas where 3-6-0 tall by 2-0.0 wide yload A:,'�Q�e�i,,i will fit between the tom chord and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 1 and 195lb uplift at ♦♦♦♦♦O�PS �?' ��CENSF2���'. joint 3. ♦♦♦ No 3080 per.• P,r'�Q71.. J.,S"ONA' Is Thomas A; Alban PE N09380. Mick USA Inc. R. Cart 6534 69D4 Parke East Blvd. Tampa R. 33610 gate: June 14,2019 ®WARNING-VeMydesignpannwtereantl READNOTESONTNISANDINCLUDED4 KREFERENCEPAGEMIdO3m.lW3aOiSBEFOREUSE peslgn vend for use onywgh MmekW oonneCom. Told design Is based only upon panmeters Mown, and Is foran indMdual bWldlog w,npanent, not a Woe system. Before use, the building designer must veMy Me applicabiityof daegn pammelers and property Nod,poado ads design lmoMe.1 among indlcated is booms oflndhidual buss web erWar NON members only. Addlonaltempolary and WO_ buddlrgdeslgn. to prewm pemanerdbredng le arwrys requ0etl for sabitiy antlmprowntweepee wdb pomible penonel Njury arld propaMtlamage. Forgeneralgodanoeregarding We fabrication, storage, coUnry, erection and booing ofeusses and Muss systems. 00 ANSU7Pr30ualay cNaN/e, DSa and BCS1 Banding Component seas Parke at Blvd. SoloyiNdnlWdn a ailable from Toss Plate motes. 218N. Lee Shed, Sutra 312, Alexandda. VA 22314. Tamps, M 36610 Job Truss Truss Type Piy SEALS T17343928 1739095 VO4 Valley �Qy 1 1 Job Reference (optimal) Builders First Source, Plant City, FL - 32566. 4.00 12 ad 8.240 s May 132019 MiTek Industries, Inc. Fri Jun 14 12:14.26 2019 kaZl11i Scale= 1:8.1 i Plate OBsets(X,Y)- (2:0-2-O,Edeel LOADING (par) SPACING- 2-D-0 CSI. DEFL. in (too)' VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(L-) n/a - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) Na - Na 999 BCLL 10.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 10lb FT-20% LUMBER - TOP CHORD ZA SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=114/4-3-8, 3=114/4-34f Max Hom 1=13(LC 12) Max Uplift 1-76(LC 8). 3=-76(LC 9) Max Gmv 1=120(LC 2), 3=120(LC 2) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=185/320, 2-3=185/320 BOT CHORD 1-3=264/156 BRACING - TOP CHORD Structural wood sheathing drectly applied or 4-5-0 co pudins. BOTCHORD Rigid ceiling directly applied or 1040 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second Bust) Vasd=139mph; TCDL=4.2psh, BCDL=3.Opsf; h=20ft; Cat II; Exit D; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Gable requites continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-U-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 761Is uplift at joint 1 and 761b uplift at joint 3. Cp pPS' d i'q<&AZ ,i'' No 39380 O Irz OR I-..* Date: June 14,2019 ®WARNING -Witty dosl9n pemirmton entl REAO NOTES ONMIS ANOINCLUOEa AVIEI(REFERENOEGAGE IIfII.11)]rev. ta0.V1915 aEFONEUSE Design valid for use or ywlth Mmek4 conneclora. This design Is based only upon parameters mown, and is for an Indindual Wading component. not a Wes are am. Before use, the bulging designer mug verify Me applioebility of design parameters and pmpeM inamorata finis design into Vre everest buiidingdeelgn. added indicated is to prevent bmKng mIndiWdual mess web andler Nog mortars onry. Add8lonaltemporeryandpennamembrodreg WOW Is always required for stabtny and to prd"m eogapse with posamla personal Injury and pmpemydamege. Forgenemiguidanosregardingthe labdcallm, dorege, delhro areGon and Wadrg of W asas aM Wss rystems, sea ANSU 10ua1lly Comde, O "9 and BOal BulldMg Compononl 69U parks Fag Blvd. Safely/Normaeen avagarya from Tend Bete Ingle, 218 N. Lea Strett Suite 312. Nexendlla, VA22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply SEALS T77343929 1739095 V05 Valley 1 1 Job Reference (optional) dancers First Source, Plant City. FL-32566, Ll 4.00 12 4x6 3X4 = 82Q a May 13 2019 MTek Industries, Inc. Fd Jun 1412:14:27 2019 3X4 = out -- Sees -1:15.5 Plate Offsets (X,Y)— [2:0-2-0 0-2-131 [3:0-2-0 0-2-131 LOADING (paf) SPACING- 2-0.0 CSI. DEFL in (loc) Ode6 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ved(LL) No - We 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) Na - We 999 BCLL 10.0 Rep Stress Ina YES WB 0.00 Hory CT) -0.01 4 Na No BCDL 10.0 Code FBC20171TP12014 Matrix-R Weight: 22 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=292/8-3-0,4=292/8-3-0 Max Hom 1=20(LC 16) Max Uplift 1-206(LC 8), 4=206(LC 9) Max Grav 1=308(LC 2), 4=308(LC 2) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-632I1019, 2-3= 619/1010, 34=-632/1019 BOT CHORD 1-4=906/581 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 Go puffins. BOT CHORD Rigid ceiling directly applied or 5.10.0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.OpsF h=20R; Cat. II; Fxp D; End., GCpi=0.18; MWFRS (envelope) and C-C Eldedor(2) zone; cantilever left and tight exposed; end veNal left and tight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcanent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-Cr0 tall by 2-0.0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opst. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2061b uplift at joint 1 and 206lb uplift at joint 4. \,\\f1111111/�1j1 -NS A..44e�,�� ,GEN9* No 3988041 G luz ' ORIOP:N' % •. i Thomas A; Nbant PE No29380 Mttek USA, Inc. R. Cert 6634 6904Parke fast Blvd. Tampa FL 33610 Date: June 14,2019 ®WARNING- IrMydaetgo lxammsone ded REAGNGTFSON THISANDINCLUDWAVITNRE£ERENOE PAGE MB4473ree 10N3R0169EFORE USE �e Dentin valid for use only with MTeke wnnedors. This, design is based any upon parameters shown, and is far an lAdhidual howls,, cemponenL red ebusssystem. Bemre use. the blliing EesIgnermunveriyma eppliradNyofdesign parameters and proper"oubsestothadesgn lenders mra/ ��-tttYYY buYdingdmign.Brecht, indicated is to powent busl0ng of lndMdual truss web aMror Groat members only. AddblonallempomryendpmmaneMbmdM WOW Is always required for shabilty and to'prevent cohapsewilh ponlele personal Injury and mopeMdamege. Forgeneralguldancerequenngthe hbAcatlan. dorege, dellvsryryereWon antl bmdnp oftrusaes endwsssystems,sea ANSUiMt Quetlty CMertq OSBEB ondaCSl BUlldfng ComporrerN e904 Pares, FanBM. Sanoybonanduan evallede ft. Truss plate Inslivi 218 N. Lee Street, Sute 312. Alexandre, VA 223% Tempe, FL 36810 Job Truss Truss Type plY 6FALS T17343930 1739095 1/O6 Valley �Qly 1 1 JOD Reference o tlonal Builders First Source, Plant City, FL-32566, 8.240 s May 13 2019 MTek Industdes, Inc, Fri Jun 1412:14:27 2019 Page 1 ID:FJntYOFooVc G4zXnXSWm Gb5t-miU2BOjFhj'MeAal3kmbH5WabltheD 5OSb3Rz6N4A Scale: 1.5-1' 4.00 12 i 2x4 G 2x4 Plate Offsets (X,Y)— f2:0-2-0,Edgel LOADING (psf) . SPACING- 2-0.0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Ven(LL) Na - We 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) nla - We 999 BCLL 10.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 Na n1a BCDL %0 Code FBC2017/fP12014 Matrix-P Weight: 101b FT v 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP N0.3 . REACTIONS. (lb/size) 1=11214-3-0, 3=11214-3-0 Max Hom 1=13(LC 16) Max Uplift 1=74(LC 8), 3=-74(LC 9) MaxGrav 1=118(LC 2),-3=118(LC 2) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 6b) or less except when shown. TOP CHORD 1-2=1811315, 2-3=-1811315 BOTCHORD 1-3=2591154 ' BRACING - TOP CHORD Structural woad sheathing directly applied or4-4-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vull=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chard bearing. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrentwith any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 741la uplift at joint 1 and 74lb uplift at joint 3. J,``PS� °'fA�. Al 00 No 39380 Thomas A Albanl PE No.39380 MTek USA Inc FL Cart 6634 6904.ParkaEast6Nd. Tampa FL 33610 Data: June 14,2019 ®WARNING-vearydesim,panmeren and READ N07E5 ON 3MSAND INCLUDEDANTEKREFERE110EPAGEA1nJ473 rev. IMMO169EFOREOSE Design valid locum onlywsh MRekscd meohns. ibis design is based only upon paamate s Own. and Is tar an Individual Wilding component, not a Wss system. Before use, vie totaling designer must verify Me applicability ofeesign parameters and prepedy Incorporate this design [mom. overall bu0diigde519n.&dng[ndlcatediatopmvntbucUngefindiNdual WsswebanNorcoMmembemaNy.Add'Nonaltamxotayandponnenentbro" MTek- Isatwrysroqubedfotstab]RyendtopmvantwUapmwMpessalepelwnal InluryendMpenydamage. FargeneralguldanceregaNingge labdcaBon, Norege, detivery,eredlan and bredrg of Wawa and Waa systems, xe ANSN IOualMy Crlmde,M"9mdaC3l Building Component 6904 Palle East Blvd. Sayetylawros n evailabiefmm TMMPlatelmtiMe,218N.Lwalme Sube312,Alesendda,VAM314. Tampa,FL 3661D Symbols PLATE LOCATION AND ORIENTATION � " Center plate on joint unless x, y 4 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to bumsides of truss and fully embed teeth. ��ytfi r T For 4 x 2 orientation, locale plates 0. 'hd' from outside Numbering System II 6-4-8 dimensions shown in R-insixteenths (Drawings not to scale) I I 1 2 3 TOP CHORDS 014 cz-s O WEBS qq 4 O q p� S a O a.0 FO p arB car asa F ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. AtleiOonal stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor bracing should be considered. 3. Never exceed the design loading shown and never stack materials an Inadequately braced trusses. 4. Provide copies ofthiswss designtathe building designer, erection supervisor, property owner and all other Interested parties. BOTTOM CHORDS edge of truss. 8 7 6 5 S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIrrPI 1. connector plates. THE LEFT. 7. Design assumes trusses will he suitably protected from Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIRPI 1. software Of upon request. NUMBERSILETTERS. 8. Unless otherwise noted, moisture content of lumber shag not exceed 19 % at time of fabrication. PLATESIZE PRODUCT CODE APPROVALS 9 Unless or ble flumber. isnotdpm ICC-ES Reports: use shgra retardant, reservative green The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1 311, ESR-1 352, ESR1 988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camberfor dead load defection. the length parallel to slots. 11. Plate type, size, orientation and location dlmenslons indicated are minimum plating requirements. LATERAL BRACING LOCATION Lumber used shall be of me species and size, and 'S�f,y/mot/'� Indicated by symbol shown and/or text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects. equal to or Netter than that specified. 13. Top chords must be sheathed or pudins provided at output. Use T or I bracing spacing indicated on design. Y if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10tt. spacing, or less, g no ceiling Is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not art or after truss member or plate without prior approval of an engineer. reaction section indicates joint g+ number where bearings occur. 17. Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. __oD 1a. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSIrrPl1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. ® Is not sufficient BCSI: Building Component Safety Information, M k 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, �Te ANSVrPI 1 Quality Cmeda. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/0312015 ®Builders FirstSource 1602 INDUSMAL PARK OR - Per ANSI/TPI 1-2007 all - Truss to Wan' connections are the responsibility of the Building Designer, not the Tmss Manufacturer. - Dimensions are Feet -Indies- SIMeenths. - Trusses are to be 24- O.C. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource If trusses are damaged. Connection Notes: - An hangers are to be Simpson or equivalent U.N.O. - Use Manufacturers specifications for all hanger connections U.N.O. - Use 10d x 1 1/2' Nails In hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to Installation Dimension Notes: - Drawing not to sole. Do not sole dimensions SCABN�NED St. LWE?COD* DEVENS RES Lot-8609IND DEVENS RES Layout: 1739095- RON KLEIN Date: 5114/19 Revision History: Rev1: [777] Rev2: [777] Rev3: [777] I oft