Loading...
HomeMy WebLinkAboutTrussLumber. design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely orf lumber values established by others. RE: LEVESQUE_RES - Coastal Construction_Lavesque Res MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Coastal Construction and Design Project Name: XXXX Model: Levesque'fes -2264✓�61 Lot/Block; 48WAT Subdivision: XXXX Address: 48 Watersong, XXXX City: Port Saint Lucie 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/rP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 139 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. IN 1 2 3 4 5 6 7 8 90 11 12 13 14 15 16 17 18 19 20 21 22 Seal# Truss Name Date No. Seal# Truss Name Date A 1/14120 23 T19135987 DGR 1/14/20 Al 1114/20 24 T19135988 EJ 1/14120 AH7 1/14/20 25 T19135989 EJ7 1/14/20, AH7A 1/14120 26 T19135990 EJ7B 1/14/20 AH9 1/14/20 27 T19135991 HJ 1/14/20 AH9A 1/14/20 28 T19135992 HJ7 1/14/20 AH11 1114/20 29 T19135993 HJ7B 1114/20 AH11A 1/14/20 30 T19135994 HJD 1/14120 AH13 1/14/20 31 T19135995 MGR 1/14120 AH15 1/14120 32 T19135996 VT 1/14/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSouree - Plant City. Truss Design Engineer's Name: Velez, Joaquin 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 ANSVTPI 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 MTek's or TRENCUs 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 ANSI/rPl 1, Chapter 2. JAN 15 2020 ST. Lucie County, Permitting N o; 68,182{ :* 'STATE" IOF' January 14,2020 Velez, Joaquin 1 of 1 Job OryPly CoastalConsWction_LavesqueResf T19135965 LEVESOUERES [Anuas ROof Special 6 1 Job Reference o Bonal Builders First Source, Plant City, FL-32566, 5x8 = e24Ua UBa uzula MlleKlnaustnes,Ina. IUe4an1414:4L3A{4UZU 2x4 II 5 3xe 4x6 i 23 721 4x6 1 ass i 4 8 3 22 25 5x8 J 345 i g 3x6 11 2 10 I 1t Is 0 21 20 19 18 4z8 — 13 12 3x4 14 1.5xBSM - SlA = ax4 II 1.5x8STP = ass II exlo = ass = ass II Scale=1.67.3 LOADING (Psp TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 24P0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Suess Ina YES Code FBC2017fFP12014 CSI. TC 0.28 RC 0.85 WB 0.93 Mehu-SH DEFL. in Doc) Well Ud Vert(L-) 0.0616-17 >999 240 Ved(CT)-0.121&17 >999 180 Harz(CT) 0.09 12 nla n/a PLATES GRIP MT20 244119D Weight: 258 In FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 545 oc pudins. SOT CHORD 2x6 SP No.2'Except• BOT CHORD Rigid ceiling directly applied or6-0-0 ocbmdng. Except: &19: 2K4 SP No.3, 9-13:2x4 SP No2 5-10-0 oc bracing: 13-15 WEBS 2x4 SP No.3 10-0-0 oc bracing: 17-19 WEBS 1 Raw at midpt 7-17 REACTIONS. (@/size) 12=1197/0-&0, 21=1190/0-&O Max Harz 21=362(LC 8) Max Uplift 12=509(1-10 13), 21=-511(LC 12) FORCES. (lb) -Max. CompJMax. Ten.-Allfaces 250(Ib) orlessexceptwhen shown. TOP CHORD 2-3=-1463ff40, 3-5=15161830, 5-6=167511021, &7=1263f747, 7-�-17471887, 9-10=11231513 BOT CHORD 20-21=331/392, 5.17=-410f400,1&17=502(1253,1546-446/1175, 13-15=5071369, 9-15=490/393 WEBS 3.20=389/309, 17-26-411/1030, &17=74211257, 7-17=775/453, 7-16=01314, 1&13=612/1091, 1&12=1541/887, 2-20--624/1150, 2-21=1321/870 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opfi, h=35R; Cat. II; Exp D; Encl., GCpi=0.18: MWFRS (envelope) and C-C Ededor(2) 0-0-0 to 6-0-0, Intedor(1) 6-0-0 to 16-0-0. Exledor(2) 16-0-0 to 22-0.0, Inteflor(1) 22-0-0to 32-0.0 zone; cantilever left and right exposed ; end ver0cal left and light exposed;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 par bottom chord five load nomcwtoamemvrith arty other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom cord in an areas where a rectangle 3-S0 tail by 2-0-0 wide will fit between the bottom chord and arty other members. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100lb uplift atjoim(s) except (jt=lb) 12=509,21=511. 6) 'This manufactured pmduct is designed as an individual holding component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building coda.' (J6zquin Vehi PE Rohl 027 FSTek USA; Inc_ FL Cad 6034°_ - ;6204 Parke East Blvd,.Tempa,FL 33610: Ceti: January 14,2020 ®WARNWa-Verifyd sin paruntlre andF Nom aN nicsm D BlCL wepfeRnx—`sca"Ass era-747a— 1agUggr6 aBFONE w& neepnvabl Wuse=V th UnreM mmletlOrS TNS desip Is baYO orgy u,xxI par suxx stwwn. aM Iafxan N6NMal bWIENg=m eM, rM eousa sy5em. Before use,Uebmlde,g designerimMwriryue epprxsbiayordedgn peremef.. WM prepeM ln. mWs Aia design into ilea pvemg bugdingdexgn. BmWgaKKeledlsto MwMbu&l,gdN6Mtlu wwebanffw mWmem monly. AadMMlem MYwdpemuneMkedM Mika arequhed far sladAyentl to prewM collapse wan Iwu�la personal injury WgprepeMtlamape. FWgeneralg4DS regWdBtee fabro,fi urnaga, deliveryry erect'mTestr npM n.218 iMbusssysteWO31 ax.VA=1uaary emede, osaag eneecveumm�g eomponmrc sererynxprmemn avaaabie fmn Truss Plate Nsmde,218111sa fScal.SW[e 31; Ab>mWib, VA 22314. ��- M7ek' 6900Parke East Bhsl. Tampa. FL 9681g Job buss mssType Oty Ply Coastal Consoudion Lavesque Res T19135966 LEVESQUE_RES Al ROOFTRUSS 12 1 Job Reference o 'onal Battlers First Source, Plant City. FL-32566, 7.00 12 5x8 = B240 s Dec 6 2019 W 1414:42:W 2U20 I� 1.Sx8 SIP = •_ 1.5xBSTP = axe II 3m II Scala -1:6,1e LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr NO Code FBC2017frP12014 CSI. TC 0.53 BC 0.60 WB 0.48 Matrix-SH DEFL. in Qoc) Well L/d Vert(LL) 0.32 13-14 5999 240 Vert(CT)-0.3513-14 >946 180 Horz(CT) 0.01 10 Na Na PLATES GRIP MT20 244/190 Weight-. 2281b Ff=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc pudins, BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: WEBS 2x4 SP No.3 8-0ct oc bracing: 13-14. JOINTS 1 Brace at Jt(s): 15 REACTIONS. (lb/size) 10=1300/0-8-0, 14=130DID-8-0 Max Horz 14=352(LC 8) Max Uplift 10=396(LC 13), 14=396(LC 12) Max Gmv 10=1339(LC 20), 14=1339(LC 19) FORCES. (lb)- Max. ComplMax. Ten. -All forces 250 Ob) orlessexceptwhen shown. TOP CHORD 1-2-- 413f226, 2d=16611605, 4.6=424/151, 5E=-023/151, 6-8=1661/605, 8-9=-026I240 BOT CHORD 1-14=2481433, 13-14=610f777, ll-13=216/1325, 10.11=262/443, 9-10=262/443 WEBS 4-15=1369/687, 6-15=1369/687, 6-11=11/298, 8-11=270/1298, 8-10=1452/896, 4-13=12/298, 2-13=256f1288, 2-14=14521896 NOTES- (9) 1) Unbalanced roof live loads have been considered forttus design. 2) Wind: ASCE 7-10; Vut=139mph (3-second gust) Vasd=108mph; TCDL=4.2W. BCDL=3.Opsf; It=358; Cat II; Fxp D; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Imedor(1) 6.0-0 to 16-0-0, Exterior(2) 16-0-0 to 22-0-0, Irderior(1) 22- O to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.01b AC unit load placed on the top chord, 16-0-0 from left end, supported at two points, 5-0-0 apart, 4) All plates are 4x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pal bottom chord live load nornoncument 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=10.0ps1. 7) Provide mechanical connerdion (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=396,14=396. 8) Load case(s)1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11. 12,13, 14. 15,16, 17. 18, 19, 20, 21, 22, 23, 24, 25, 26 has/haw been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) This manufactured product is designed as an individual building component, The suitability and use of this component for any particular building is the responsibility of the balding designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Irxmase=125, Plate Inaease=125 Untorm Loads (pit) Vert: 1-5=54, 5-9=54, 1-13=20,11-13=30, 9-11=20 :J64ulh V*6PE NoiB161; .IUTakUSA;Irfc:FLCp4"6 _. ,6964 Padla East Blvd. Tampa FL 33610' Dffia: January 14,2020 Continued on was 2 ®WARNING -Melly VPanmefereWdnEAD MOM ON ANO awtootO aorsK FEFERENCE PAGEI 7M nth. 10=1015 BEFORE WE. Design vdUd fro.. any Wli MTeW epme TNs aesgn Is toe only upon poreretlers U .oM is tpr an �dual bulling wmponenl, not a Wsssystem. Before use,%¢ b".g devgner runt wily t e V.Wdy V designpaimiMmsend p 4tnw nv Nis design brio Oe overe9 ��-tttYYY Nddingde49l. �[kn ryandpermanenttvaclm M,reic ftbvnis¢Mays.u.9.demldyeMroprewm m0apsewat possaya personal Nheyand pmpedylmnega. Fong Caftgig" repan1UOre Sdetya ftrmraga, derrvery,eredim mN hredng oi0usxs N.1i Ssy58ms,sea Aa, VA Qwliry Crneriq 0.SBdg erNeC3I eu0GnBComponeM a90 .n scaervd Soferylnrorme0en ewaabb Gom Tana Lute lnUNde, 210 N.1ee 9rteL side 312. Na+eedria YA 22914. Tampa, FL 9610 Job Truss Type ON PN Coastal Consuurbon_Lavesque Res T19135966 LEVESOUE Al [ZOOFTRUSS 12 1 -RES Job Reference o dorW Builders First Sounce, Plant CIN, FL-32 , o,e> um. o.,,,-,....,a„- ID:JIHSrrLVepGl3hfWSRWAELZxvS?N-X75JHPP7yubM5HKCcJRKETaKx7SuYoShglk3JJZVPZi LOAD CASE(S) Standard Concentrated Loads (lb) Vert 18=7519-75 2) Dead +0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage. Lumber Increase 1.25, Plate Inca asc=1.25 Uniform Loads (pit) Vert 1-5=-04, 5-9--44, 1-13=20, 11-13=-60, 9-11=20 Concentrated Loads (Ib) Vert: 18=7519=75 3) Dead +Uninhabitable Attic Without Storage: Lumber Incnmw,1.25, Plate Increase=1.25 Uniforn Loads (pit) Vert 1-5=14, 5-9=14, 1-13=-40, 11-13-50, 9-11"0 Concentrated Loads Qb) Vert 18=7519=75 4) Dead +0.6 C-C Wind (Pos. Internal) Casa 1: Lumber Increase 1.60, Plate Increase=1.60 Uniform Loads (plf) Vert:1-16--63, 5.16=51, 5-20=63. 9-20=51, 1-14=67, 13-14=-6, 11-13=16, 10.11=6, 9-10=67 Hoe 1-16=71, 6-16=59, 520=71, 9-20=59 Concentrated Loads Qb) Vert: 18=7519=75 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2 Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plt) Vert: 1-17=51, 5-17=63. 5-21=51, 9-21=63, 1-14=67, 13-14=-6, 11-13=16, 10-11=6. 9-10=67 Harz: 1-17=59, 5-17=71, 5-21=59, 9-21=71 Concentrated Loads 6b) Vert 18=75 19=75 6) Dead+ 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIt) Vert:1-5=73, 5-9=73, 1-14=8, 13-14=20, 11-13=-30, 10-11=20, 9-10=8 Harz: 1-5=59, 5-9=59 Concentrated Loads (Ib) Veit 18-75 19=75 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2 Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-5=73, 5.9=73, 1-14=8, 13-14=20, 11-13=-30, 10-11=20, 9-10=8 Ham 1-5=59, 59=59 Concentrated Loads (Ib) Vert 18=7519=75 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=10, 5-9=28, 1-14=30, 13-14=-6, 11-13=16, 9-11=-6 Harz: 1-5--2, 5-9=37 Concentrated Loads (Ib) Vert: 18=7519=75 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60. Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=28, 5.9=10, 1-13=6, 11-13=16, 10-11=-6, 9-10=30 Ham 1-5=37, 5-9=2 Concentrated Loads Qb) Vert 18=7519=75 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-5=-37, 5.9=1,1-14=16, 13-14=20, 11-13=30, 9-11=20 Ham 1-5-23, 5-9=15 Concentrated Loads Qb) Vert 18=75 19=75 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=1, 59=-37, 1-13=20, 11-13=30, 10-11=20, 9-10=16 Ham: 1-5=15, 5�9=23 Concentrated Loads 9b) Vert: 18=7519=75 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plq Vert: 15-04, 58=25, 1-13=-6, 11-13=16, 9-11=6 How. 1-5=52, 5-9=33 Concentrated Loads 0b) Vert: 18=75 19=75 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-6-25, 5-9=44, 1-13=6.11-13=16, 9.11=6 Hom 1-5=33, 59=52 Concentrated Loads Qb) Vert 18=7519=75 14) Dead +0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on was 3 ®WARIO/a-v,,&dm,,, male wdREla Name ONTNS AImalClanlDtlfEX REiFNENLE PAOElaF1Q]m. 1091R0158mibi IRE 0esigncrag,farumo*y WT�Jsdesign Is Wsed aNy upon peremNen saoien,aMY(aeon YldivldW buiNng ranpmerd nN . anuss syu m. aelore use. ae kdkbg designm mrslve*Me VpW9W4 gldesign design Men o Mil bugdmgdesigm &adng lnditated iatd geventbWdug NggiW,mlhusswee mM/ardeN memSeraonN Addmmpl lempmaryand permaneid Nadf9 MOW b eWaye mqulredfgratabldy and ld pewNc0lapsawM passLie personal Mfwy aiq prdpeM dmnapa. Fm general p,Nance mgaMing ibe Ss,,gbn.Nomge, 0egvery,emdbnandbetlil W .21mgtrusssysrema,aee ANSVAM14.ltN filled4 aa6d9 uMaC5l Bufldfn9 ComPonmrt TarnPm EaSBird Salerylnlgrmatlon evaila5lehpn Tnas Plate lnelIDae. glB N.lm Sgrel.5ude 312,Abzmtrla, VA 2Zitd. Tampa. FL 36610 Job Truss Truss Type Dry Py ResT79735968 LEVESQUE RES 1 ROOFTRUSS 12 1ob [oastalConstruction-Laresque Reference o 0ora1 Binders RM Source, Plant City, FL-32566, kaausueco 6 l a muck mw,wj-14,+.+2+.+��•��oa�- ID:JIHSm VepGl3hfwsRWAELZZVS7N-X75JHPP7yubM5HKCWRKP2aKa7SUYGShglk3JJZVPZ7 LOAD CASE(S) Standard Uniform Loads (plQ Vert: 1-5=44, 5-9=25, 1-13=6, 11-13=16, 9-11=6 Horn. 1-5=52, 5-9=33 Concentrated Loads Qb) Vert 18=7519=75 15) Dead+ 0.6 MWFRS Wind (Pos. lmemal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-5=25, 5-9=44, 1-13=6,11-13=16, 9-11=-6 Hoe 1-5=33, 5-9=52 Concentrated Loads Qb) Vert: 18=75 19=75 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Inctease=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-5=17, 5-9�3, 1-13=20, 11.13= 30, 9-11=20 Ho21-5=31, 5-9=11 Concentrated Loads Qb) Vert 18-7519=75 17) Dead +0.6 MWFRS Wnd (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (W9 Vert 1-5=3, 5-9=17, 1-13=20, 11-13=-30, 9-11=20 How. 1-5=11, 5-9=31 Concentrated Loads Qb) Vert 18=7519=75 18) Dead +Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase 1.25 Uniform Loads (pp Vent 1-5=14, 59=14, 1-13=20, 11-13=-70, 9-11=20 Concentrated Loads Qb) Vert 18=7619=75 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storge+0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-5=-62, 6-9=33, 1-14-7, 13-14=20, 11-13=-60, 9.11=20 Hom 1-5=18, 5-9=11 Concentrated Loads Qb) Vert: 18=75 19=75 20) Dead + 0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage +0.75(0.6 MWFRS Wad (Neg. Ind) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-5=33, 5-9=62, 1-13=20, 11-13=-60. 10-11=20. 9-10=7 Hoe 1-5=11, 59=18 Concentrated Loads Qb) Vert: 18=75 19=75 21) Dead + 0.75 Roof Live (bal.) +0.75 Uninhab. Atffc Storage + 0.75(0.6 MWFRS Wind (Neg. Ind) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pli) Vert 1-5=21, 5-9=35, 1-13=20,11-13=-60, 9-11=20 Hoe: 15=23, 5-9=9 Concentrated Loads Qb) Vert 18=7519=75 22) Dead +0.75 Roof Live (bet.) + 0.75 Uninhab. Attic Storage +0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase1.60 Uniform Loads (pll) Veit 1-5=35, 5-9=21, 1-13=20, 11-13=60, 9-11=20 How. 15=9, 5-9=23 Concentrated Loads Qb) Vert 18=7519=75 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=115, Plate Increase=1.25 Uniform Loads (plf) Vert 1-5=54, 5-9=14, 1-13=20, 11-13=30, 9-11=20 Concentrated Loads (lb) Vert: 18=7519=75 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=125, Plate Increase=125 Uniform Loads (plf) Vert 1-5=14, 5-9=54. 1-13=20,11-13---30, 9-11=20 Concentrated Loads Qb) Vert 18=7519 -75 25) 3rd Dead +0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase125, Plate Increase=1.25 Un'Iorrn Loads (A Vert: 1-5=-44, 5-9=14, 1-13=20, 11-13=-60, 9-11=20 Concentrated Loads Qb) Veit 18=7519=75 26) 4th Dead +0.75 Roof Live (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increa 1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-5=14, 5-9--44, 1-13=20,11-13=-60, 9-11=20 Concentrated Loads Qb) Vert: 18=7519=75 ®WARNWa•Vra(ly4ulpn p+mnafan uMRfAa Na1FS ONlNa 41ID IXClUDEDImFX RE!'fNENCE paGEM4ltytrev. ta'pYgM4BEieREIISa Oeslgn vaOV tar use m4yaM WTeL�rmnedms.7Ns 4aslpn isbaseV o,ay�kn Dvanieters Kean. anV le Oran NViWVual� Laing comPoneM, and a Voss system eerom use, Ilre euileaq de9gnermal verMore app�may of esslgn parwnerers ana pmpeMtnaorpomte V�is aesgn brtkun orereg wuaing aemgn. amdng inalratea latov�inrrm^vVf���"�a"°f°rew^'re"u,e'"°nb. ^naSweHamporenaim pemanam erernq MiTek' 19 aeaaYs mgaheV hk sbbTMap to PaK,drnOxWemBi fnssbk PmaanalbPaY ertl pmpMyaampe. Frc9eneral9�^Eamn regmae9 Via fabmatbn. tlamge,OeP.erVeredikn ana baring afwsseaeMtruss systems,see ANSUlRf qualUy Glbds, Uaad9 endUCSI euUNna dompsnenf FL na satiniya. aereylntarmemon sxaa� a hen Truss Rate InsfAae, 2tee1 Lea Street Sucre 312AIesmiNb. VATpta. T.R.Tempe, 368fo Job Truss TnlssTypa Oty Ply Coastal ConsWdion_Lavesque Res T79135967 LEVESOUE_RES Hip GWer 1 2 Job Reference o lions UTAMUNS rlrsls UIMS. ram uny, rL-J a . zwo a4w soot - 900 aaa 2+ Scale=1:0.3 NAILED Speaal 2x4 II Sx8 = Spedel NAILED NAILED NAMED NAILED 34 - NAILED NAILED NAILED Sx8 = Too 12 3 16 17 18 19 4 5 20 21 22 8 318 i 3x8 1z 7 2 d a 1 r 3x4 - 15 14 TJ 13 24 ?5 28 12 27 28 29 11 30 10 8 3x4 1.5x9STP = 44 = 416 = NAILED 1.5xe STP = NAILED 4AI - 416 = 1.Sx88TP = 20 It THJA26 NAILED NAILED 5a8 = NAILED NAILED THJA28 2R4 II NAILED NAILED LOADING (PSI) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina NO BCDL 10.0 Code FBC2017frP12014 CSI. TC 0.94 BC 0.21 WB 0.24 MatrixSH DEFL Vert(L-) Vert(CT) Hom(CT) in (loc) Udell L/d -0.0212-14 >999 240 -0.0310-12 >999 180 -0.01 8 n1a rda PLATES GRIP MT20 2441190 Weight: 4051b FT-20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except• TOP CHORD Structural wood sheathing tiredly applied or 6.0-0 oc pudins. 3-5,5-0:2z4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2d3 SP No.2 WEBS 2c4 SP No.3 REACTIONS. (Ib/size) 15=80210-8-0. 12-164110-&0, 9=803/0-8-0 Max Horz 15=162(LC 5) Max Uplift 15=763(LC 5), 12=1840(LC 5), 9=790(LC 4) Max Grav 15=815(LC 43), 12=1730(LC 43), 9=818(LC 42) FORCES. (lb) -Max. Comp)Max. Ten. -Alltorces 250(Ib) orless exceptwhen shown. TOP CHORD 2-3=779/855, 6-7=780/865 BOTCHORD 12-14=8111739,10.12-7261714 WEBS 2-15=749/674, 2-14=792f780, 3-14=2561213, 3-12--628f743, 4-12-1018/1134, 6-12=624fl31, 6-10=256)213, 7-10=79lf781, 7-9=753/677 NOTES• (14) 1) 2-ply truss to be connected togetherwilh 10d (0.131'x3) nails as follows: Top chords connected as follows: 2x6 -2 rows staggered at 0-9-0 co, 2x4-1 row at 0-9-0 oc Bottom chords connected as follows: 2x6- 2 rvws staggered at 0.9-0 oc Webs connected as follows: 2x4- 1 row at 0-9-0 w 2) All loads are considered equally applied to all plies, except 8 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 (17 or (S), unless otherwise indicated. 3) Unbalanced roof live loads have been considered forthis design. 4) Wind: ASCE 7-10; VUh=139mPh (3-second gust) Vasd=108mph; TCDL=4.2pst BCDL=3.Opsf; h=35/h Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi bottom chard live load nonconcunem with my other live loads. 7)' This truss has been designed for a live load of 20.Opsr on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=783, 12-1840, 9=790. 9) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Right Hand Flip) or equivalent at 7-06 from the left and to conned tmss(es) to back face of bottom cord. 10) Use Simpson Strong -Tie THJA26 (1HJA26 on 2 pry, Left Hand Hp) or equivalent at 24-11-10 from the left end to conned truss(es) Jozquid Veld FE No.68187; M'T6USA; Inc FLC1h G634- _ to backface of bottom chord. 11) Ell all nail holei Where hanger is in contact with lumber. 9304Park% EestSIALTemp4 FL 33610' 'Usti: 12) '7JAILED' indicates 3-10d (0.14M') or 3-12d (0.148YJ25')tot nails per NDS guiolines. January 14,2020 :Ontlnue0 on e2 ®WARMNa . Verlry durpn Peruaetue m4 RE1 a NOT£a ON T NS ANDWCCfIDFa iOrFN REFERENCE PAOEY&)11] m.100L20I4 6EFORE USE Oesi9n van (muse oN7wM LeTet®mmlMas TNstlOsipi u OasM onry IFo^ paandm saar/n. sM istmen NtlivWlal beNON mmpmem, nM �• a buss sypam. Belem use, Ne W WOq 4esgnerrmistwriryNe appliraANy ofdesipn paemaers a1Wproperly NmNerelO cods tlesign Onto Vre ovttag Wu1Nne 4asiga emdn9 Ntlrate4bho pmwmSuddOg vrNeiNEuel VussveS emrmMom memkersany. AOAidaliemppmry enapemlenem dadrg ��MiTekek MTek' Is eMeys mquimtlfar dadlily ercm Peve07 mYapsawmi poz the Pmsmah InkuY eN popeuy Umnapo. Fm(prcml gukante mOatNp Vm fatxc n,6omge.degsery,emdbn and 5raa9 ofhussesaM loos sy5ems.sae ANSITFlI0uN11y Gfmrl40.S8a9antlaC51au0SinB CmnPonart 6904 PaMFag aN4 aeletyfnf4muaon evdiUO�e aanTr,sa Plate lnCnae.218 N.lee suml SWm]i2 AbxaMda,VA22]14. Tempe. FL 36610 Job Truss fuss Type Ory Pty Coastal ConsWction_Levesque Res T1913596T LEVESOUE_RES AH7 Hip Girder 1 .s L Job Reference Loptjone Builders First Source, Plam City, FL-32566, 8240 s Dec 62019 MTek Industries, Inc. Toe Jan 14 14,42:19 2020 Page ID:JWSm VepGl3hfwsRWAELZzvS7NaFFTbAY1MH_avrzglg77v81X7nZ1UdgoJMFveCAZVP21 NOTES- (14) 13) Hanger(s) mother connection device(s) shall be provided sufficient to support concentrated Ioed(s) 35211h dawn and 459 lb up at 74)-0, and 352lb down end 459 Ib up at 26-0-0 on top chord. The desigriselerbon of such connection device(s) is the responsibility of others. 14) 'This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase 125, Plate Increase=125 Uniform Loads (plq Vert: 1-3=54, 3-6=54, 6-8=54, 1-8=20 Concentrated Loads (lb) Vert 3=172(B) 5=83(B) 6=172(B) 14=79(B) 10=79(B) 16=-83(B) 17=83(B)18-83(B) 19=83(B) 20=83(8) 21=83(B) 22=-83(B) 23=3(B) 24=.3(B) 25=3(8) 26=-3(8) 27=3(B) 28=3(B) 29=3(B) 30-3(13) ®wurwxo-vrrryeedanpannNf.anefrelHxo7as oBTxs,umovrluo>:oeerFJeBaranexrFPAce4aZmm.roovtofsaEwrrs use �R' ae sydti4fvusMmumDn WTek gder tlor. Eugn Lsappe bnbuponsignp resMrRendisfinenkvl WoftsBong conWMem, nd G■1 a fl ft system. Bemre use, Ve avOdme EeslArornvut veMyure epp4edTey oltlesl� peremetere etm propeMlncarpomteaus EeNAn Imo Na overa0 iT Waning Ee4ryi. BmanA NE"ratM laic present EuWmg of NGMEual vtiu greEaMlorCmrO memeersany. lWaOorellempo2ry eM permanem Madrg Mllek' is e1rMs requiretl MsmhTM artE m pefemoa0epserm passmN peravnat mlml'ariE proRMEaauAe. For9enenl9uMarim r9mEm9 Ne fa0rkstun, 5am9e,Emery, ererlionusgraeM e. 21s N.eusesy5ems,s31 ANSVA 14. fir&rtq 0.yBd8 eaEBC51 BURGhg Component 6904 Parka East0 aelerylsdemmuon arallaNefmm Tri¢s Plate Insrm¢e, 318 N.lea Shcet SUY0912.Akv'AEa. VA2t311 Tampa, FL 3fi61a Job ns T Dry Ply Coasul Conslruaion_Leuesque Res T19135968 LEVESDUE_RES [:A �R�,OSZGirder 1 .1 JOD Reference UwW Butders First Source, Plant City, FL-32566. u24usuec bzulumiercmausmes,im medanw Scale=1:58.3 5x8 = 1.S�A STP = 4x6 = NAILED 3x4 =08 — 3� = 1.64STP = 3xa II THJA LUS24 3x4 = LOADING (par) SPACING- 2-00 TCLL 20.0 Plate Grip DOL 1. 55 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Inc NO BCDL 10.0 Code FBC2017r P12014 CSI. TC 0.27 Be 0.69 WB 0.38 MalrixSH DEFL. in (roc) I/deg Ud Vert(LL) 0.1212-13 >999 240 Vert(CT) -0.1612-13 >999 180 Hcrz(CT) 0.02 9 n/a nla PLATES GRIP MT20 2441190 Weight.. 460 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP NO2 TOP CHORD Structural wood sheathing directly applied or6-0-0 co pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/sIze) 14=184510-64, 9=1421/0-8-0 Max Hom 14=272(LC 5) Max Uplift 14=1308(LC 8), 9=715(LC 9) FORCES. (Ib)-Max. CompJMax.Ten.-All foroes250(Ib) orless exceptwhen shown. TOP CHORD 2-3=2190/1622, 3-0=255811635, 4-5=1466/863, 5-6=1464/884, 6-7=270/144 BOT CHORD 13-14=290/322, 12-13=138411925, 10-12=1551Q557, 9-10=S58/1139 WEBS 2-14=193711395, 2-13=134512000, 3-13=248/416, 3-12---43W889, 4-12--412/487, 4-10=1756/1271, 5-10=-698/1128, 6.10=218/291, 6-9=13651740, 7-9=2901267 NOTES- (14) 1) 2-ply truss to be connected togetherwdh 10d (0.131mx3") nails as follows: Top chords connected as lid lows: 2x6 - 2 cows staggered at 0-9-0 act. Bottom chords connected as follows: 2x6 - 2 mws staggered at 0-9-0 oc. Webs connected as follows. 2x4 - 1 row at 0.9-0= 2) All loads are considered equally applied to all prior, except R 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 W (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vutt=139mph (3-second gust) Vasd=108mph; TCOL=4.2psh BCDL=3.Opsh h=35ft; 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 pondhng. 6) This tress has been designed for a 10.0 psr bottom chord live load noncencuned with any other live loads. 7)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6­0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to beading date capable of withstanding 100 lb uplift atjoird(s) except (it -lb) 14=1308, 9=715. 9) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 7-0-6 from the left end to canned truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-1Od Tress, Single Ply Girder) or equivalent at 9-1 `1-4 from the left end to conned buss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is In contact with lumber. 12) "NAILED" indicates 3.1ad (0.148SQ7 or 3-12d (0.148*x3251 toenails per NDS guidines. 13) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load(s) 370 to down and 459lb up at 7-0-0 on top chord. The designiseledion of such connection device(s) is the responsibli ty of others. 14) This manufactured product is designed as an individual bidding component, The suitability and use of this component for any Mn a t JSaqulfi Vela PE N65a162; NT1li USA; Ina FL CM 667a , .- , AM Parka ESA BIvd.Tampd FL 33610: Data:. MTek' Tempe, Ft, Tan M 3681EastC a January 14,2020 Job toss runs Type Ply Coastal Conswctlon_LavOsque ResT79135968LEVESOUE-RES AMA RcOSPedal Girder �,,"y 2 Job Reference Loptionall Builders First Soufce, Plant City, FL-32566, 8.240 s Dec 62019 NMTek Indushie% I= Tue Jan 14 14:42:21 2020 Page 2 ID:JtHSm VepGl3hMrsRWAELZzvS1N-feNDOrZHuuEWDHpitVANQodmNtW519cgZOFH3zvPZG LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Irineasc=1.25, Plate looease=1.25 Uniform Loads (p(Q Vert 1-3=54, 3-0=54, 4-5=54, "--54, 1-8=20 Concentrated Loads Qb) Vert 3=172(l 13=79(F) 15=-83(F) 16=3(1`) 17=718 fl ®WAN1rIN0•Vatll/hY(yrpv+marsa andIMLONOTES DNTNS AND IXOIUDFDfA1ElrR£fFF�ICEFAGE�IInm.IOAVSOISeEFONEIAE. • DadpnwM for use an yp Wti A1rek®aannedom TNa deign fs EeseE ody Wan pardnsemra dhaani, and is for an Ite iMMal bupdpg wrtgimeW. Rd e W. system sebre use. Ns Wpdng aesignerrmm w*VRs epWirabUyeldesign psrerdensand pr p"Inmpuate Ws design Nto the oveRRI only. Addawul lemporeryand bredrg Mirek' buedngdedpm tvatlip Ndmted Isla preued badIDg ofbdl4dual busswe0 andlorWNmemMfs permanaW la elarys laqulrNfa dabaldy end to pteaed oopWeewidi pavale pnsonallnyry mtl pmpadydamapa. For generel puidanm regard'mg Na Mbdcatian, dorepe, tlegwry,eretlbR end detlig ofwsseaam Wsssystemz, sea ANSVMfDuepry LrlleRg 0.5Bd9 entlafSl DuflmnB Componart Penn, Se SelafylNormaDon ewpedertpnTwaPlate lndIDde, 210Rlsa SbeeL 5�de 312, AbuMne. VAT914. T Tampe.R 3Fblo10 Job ress ssType Oty Ply Coastal ConstructionLavesque ResT19135969 LEVESQUERES AH9 [Mtp 1 1 Job Reference o tiorW i ,...... ea,.... Sxe ac4 II 5im = 3 17 4 18 5 1.5X5 SIP = 4'- 1.WSW= 4x8= 1.518 STP= 3 11 44 = 6� = 4x6 = 10 II Scale=1:53.7 d 20 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) WellUd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 13-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.0313-14 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.25 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC20177rP12014 MatPocSH Weight: 226lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No2 TOP CHORD Structural wood sheathing directly applied or 6." oc pudins. BOT CHORD 2x6 SP No2 BOT CHORD Rigid ceiling directly applied or 10h0 oc bracing. WEBS ZA SP No.3 WEBS 1Row at micipt 3-11,5-11 REACTIONS. Qb/size) 14--f49/0-8-0, 11=1071/D-8-0, 8=649/0-8-0 Max Hoa 14=205(LC 8) Max Uprift 14=-423(LC 9), 11=%5(LC 9), 8=-437(LC 8) Max Gmv 14=651(LC 23), 11=1071(LC 1). 8=651(LC 24) FORCES. (lb) - Max. Comp -Max Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=4271692, 5-6-4271691 BOT CHORD 13-14=291225, 11-13=-357/301, 9-11=-350285 WEBS 2-14=-639f747, 2-13=274233, 3-13=-0091231, 3-11�497f720, 4-11=-4381507, 5-11= 407f719, 5- =-4081231, 6.9=273233, M=-639f746 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) W nd: ASCE 7-10; Vult=139MPh (3-second gust) Vasd=108mph; TCDL=4.2psf; 8CDL=3.0psf; h=35ft; Cal. I I; Fxp D; End., GCp1=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 6-0-0, Irdedor(1) 640-0 to 9-0-0. Eldedor(2) 9.0-0 to 17-5-13, Interior(1) 17-6-13 to 23-0-0, Eaderior(2) 23-0-0 to 31-5-13, Intedor(1) 31-5-13 to 32A-0 zone; cantilever left and dght exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forms 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending 4) This truss has been designed for a 10.0 psf bottom chord live load norrconwrterdwith arty other live loads. 5) - This truss has been designed for a line load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 240.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joiht(s) except (jt=1b) 14=423, 11=965, 8=437. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility tithe building designer per ANSI TPI 1 as referenced by the building code.' ;Jeaquld Y 6UoiPE Bd.611B2; gT4ko Inc.FLCut6634'_ .. '696,q Parka Ea}IBNd.Tunpa FL 336.10I Dale_: January 14,2020 ewbwaxo• vuyaw�w..awa:aatlxvwoxofEs ox7apsAxorxaaDsnwrsxfrt•7maxcevAca4a7mm. frwormfsesvoaause �*e yupm entl is bran Design vaatl fa use oN7abke!;.Mwmeegwr Tave* Nil eWc b Wppanvrdem rataI sdegummpmeid.M a Wsa sydam. Bebta use, Dre bugtlm0 designerrnu9 wNyNa eppfirsbitdy ofde9gn pereme[ers eMgroped/ Ncapomle Us desi0n hop ma M tra busding de9gn-BmdnO mdxaled is to prevard buUlbg alM4Mtlml Wsaweb enNordrom membemoNFor, mullemp4mryendpelmaneM Madrg ���MiTeTe MTek' is aW mqubetl rasfabimyaWl4 preueMmAapsexMpaandle pemaneli, mtl pldpedy danmga. FaMyC d4M WdBtee hdkaVon, g4m9e,defnely, erttUanaq havg afWssesand Nrss sysma,�e AN3VIRf ermD(y Crfrddi p3a88 antl8C51 avIImna Dcmparart SeferylNarmeepn avaib le Tne:s Plate N9mde, 211 1 Lee Street,$vita 31Z Alexandria. VA 2Td14. 6900 Palle Fa51&V4 Temps,FL 3661D Job as ress Type ply Coastal ConsWction_Leeesque Res T19135970 LEVESOUE_RES AH9A R dSpedal �hy 1 1 Job Reference j2ptiong Huuaers nrsl bounx, Ymalldw,FL-oaaoo, Smile=1:57.8 SA = 5 1.5silSTP = Sx8 = 44 = W = 1.5x9STP = M II 6ss = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 240-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Cade FBC2017fFP12014 CSI. TC 0.39 BC 0.48 WB 0.80 MatdxSH DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) Well Lid -0.09 10-12 >999 240 -0.1810-12 >999 180 0.02 9 Na n/a PLATES GRIP MT20 2441190 Weight: 230 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc loading, Except WEBS 2x4 SP No.3 8.7-5 oc bradng: 10-12. WEBS 1Rose at midrot 4.12 REACTIONS. Qb/size) 13=1184f0-e-0, 9=1184/0E-0 Max Holz 13=272(LC 8) Max Uplift 13=559(LC 12), 9--482(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -ABforces 250(Ib) orless exceptwhen shorn. TOP CHORD 2-3=1247/865, 3 4=-1164/850, 4-5=13151922, 5.6=1295/860 BOT CHORD 12-13=289/362, 10-12-734/1261, 9-10=519/903 WEBS 2-13=1202J984. 2-12=5631930, 3-12=121330, 4-12-387/290. 4-10=7761725. 5.10=-669/987, 6-9=1165/907, 7-9=-389/395 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=139mph (3-second gust) Vasd=108mph; TCDL=4.2W. BCDL=3.0pd; h=35X; Cat II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C E)ledor(2) 0-0-0 to 6.0-0. Interior(l) 64-0 to 9.0-0. Extedor(2) 9-0-0 to 1540-0, Intedor(1) 15-0.0 to 20-0-0, E#edor(2) 20-0-0 to 26-0-0. Irdedog1) 2S." to 32-0-0 zone; canblever 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 prevenlwater pom&g. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 5) • This truss has been designed for a live load of 20.0pd 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.Opd. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100lb uplift atjoint(s) except (F=lb) 13=559, 9=-082. 7) 'This manufactured product is designed as an mcMdual building component. The suitability and use of this component for any particular building is the nesponsiWTiy of the bolding designer per ANSI TPI 1 as referenced by the building code." !c'aquin Velaa,PE Nohifil! ,65Tak USA;'Ina.FL'Cad 663! 6006Parke East B1ssi.Twpa,FL 13610; ,Date-:. January 14,2020 ®WARIIaa-VerlIVE VWe eeaodRE MOMS M MS jaaa, BDED1arQRai£RENCEPAGEai7A]m.10nLlW6BEFOR£USE Design valid fetus only wiN WTera coar era. Isis design is eased Doty ups pramedem ar A end is for M cWivlduzl is W gosoi m emd, nor a suss system. Before us. Use WWing deslasrroost vs,ifW VpUsse0h, of deogn paremeM g efem opeM ino osle Nis di Wo Use overall buAtling dealer. Bradng Iodicated is to pmrem bucarimgof NGrAdual huss web andfor d Mmem May. Addlbial temporary aM permamM rladr9 MiTek' la elwap mequved roretedlayaMto pevemd m9apsay.aA posvMe pemsomalhmjayeM popMydammaga. FmgmeM gWdMIS851 dBNe farmmyss,,5mffoo fUblemdbnaMbatlng 0.218M Wssay4em 31 ANSVA=14.11(y htled4O5B89 endBC5 Bui1dln8 Cortµonml Tapp Pale 36610 Salelylaametlon rvaYble ban Trmaa Plata NdNde,21alL Lee Sheet Suae 312, Alexandrta. VA 22314. Tampa, FL 3T61p Job ss "'as a Py Coastal Construction_ Levesque Res T79135971 LEVESQUE RES [AMH11 16p Sir11dma1 Gable �Qty 1 i Job Reference o 'anal Builders First Source, Plant City. FL-32566, 8240 s Dec 6 2019 MTek Industries, Inc. Tue Jan 14 Scale-1:63.7 6xa = 15 16 6x8 = i$ 1.5x8 STP = 416 — 10 18 9 8 7 34 II = 4s6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Ved(LL) 0.10 12-13 >999 240 MT20 2441190 TCDL 7.0 Lumber OOL 1.25 SC 0.30 Vert(CT) 0.0912-13 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.56 Horz(CT) -0.01 a n1a rda BCDL 10.0 Code FBC20171rP12014 MatnxSH Weight 222lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP Not TOP CHORD Structural wood sheathing directly applied or G0-0 ce purlins. BOT CHORD 2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. WEBS ZA SP No.3 WEBS 1 Raw at midpl 4-12, 54I REACTIONS. All hearings 14-60 except Qt--length) 13=0-8-0, 10=0-3-8. Ob) - Max Harz 13=250(LC 8) MaxUplift All uplift 100 Ib or less aljoint(s)10 except 13=582(LC 9), 8=372(LC 8), 7=335(LC 13) MaxGrav A6 reactions 2501b w less at jdnt(s)10 except 13=878(LC 1), 8=816(LC 1), 7=591(LC 1) FORCES. (lb) -Max. CompJMax.Ten. -Ali forlxs250(lb) orlessexceptwhen shown. TOP CHORD 1-2--201I383, 2-3=73611125, 3-0=-68611126, 4-5-365I358 BOT CHORD 1-13=-366I260,12-13-=`0I346, 75=1261274, 6-7=126/274 WEBS 2-13=8911928, 2-12=3541349, 4-12=-843f495, 4-8-=66W850, 5-8=-2831182, 5-7=667n22 NOTES- V) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (&second gust) Vasd=108mph; TCDL=42psf; BCDL=3.Opsf; h=35ft; Cat. It; Exp D; End., GCpi=0.18; MWFRS (envelope) and,C-C Exterior(2) 0k0 to 6-0-0. Intenor(1) 6-0-0 to 11-0-0, Exledor(2) 11-0-0 to 19-5-13. Interior(t) 19-5.13 to 21-0-0, Extedor(2) 21-0-0 to 29-84, Imedor(1) 29-8-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondIng. 4) This truss has been designed for a 10.0 par bottom Mom live load nonconament with any other It" loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom Mom in a0 areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 10 except (A=lb) 13=582,8=372,7=335. 7) 'This manufactured product is designed as an individual bolding component. The suitability and use of this component for any particular building is the responsibility of the bolding designer per ANSI TPI 1 w referenced by the building code." Jo`iqulriVdlai PE NeAl1321 ;1BTek USA; Inc. FLCed A93dt_. ,t904 Patis East Blvd. Tampa FL 33610. January 14,2020 ®WARrOIa-VsiM14dss Paraa+lanantlR£AD waiES ON TN3ANDWCILDIDWIEKREFERENCE PAOEW4]4lf tay. IOOIROI6 BEFORE ISE. Nil 0asgnvaaa roc use oNyven Mgel;®wmceon TNa 4eaipl baased otayupon ratemtleraahwn. end ro form MIN4ua1 awiamg romponem. not etruu sy#am. eerom usa,ue WAdmg 4esignxmsstvedyrire epPUaGT4yoldedgn paremdersvW propeMbcwpotete Wa tle99n hrto the averaa awlNng design. Bmdng NakatM lalo prewNhuGarg of N6Nmel wsa crab esalormoN memhare Dory. AdaErotal temporeryand pemmnem aracag MiTek' b eMap requheE forstahiayanb th prewm mgapse Mm poss�le persrnal Npryam PsoPenY 4anupe. For paceml guiaema repeNmg Ne hadcmion. Qorege,defiuery. ereabn em baanB ortmsseaamtruss aysiams,ace ANSplRf ouarM corona Osa89 ende051BW/coop Lompmenr fi901 Parke Fast BM1Q SeleylnlPrmeaon aval�aale Goo Tow Plate In9ID4e,31a N lse Sheet Suite 31;AlexmtMa, VAZt316. Tampa, FL 36a10 Job cos Type Qy Ply Coastal Construc8on_Lavesque RsT19135972 LEVESQl1E_RES [russ H11A Hip 1 1 Job Reference(optional) uunoers rinr Setuce, Ymminy. re - axaaD, Scale=1:63.7 BXd = 3 13 14 4 1.5ASTP = 44 = 4A = 51;8 = 1.Sx8 STP = 3xe II 3xe II LOADING (PSI) SPACING- 2460 CSI. DEFL. in (loc) Men Lfd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.06 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.13 8.10 >999 180 BOLL 0.0 Rep Stress Ina YES WB 0.65 Hoa(CT) 0.01 7 We nfa BCDL 10.0 Code FBC20171fP12014 MatrixSH Weight: 222 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No2 TOP CHORD Stmdural wood sheathing directly applied or 5-10-12 oc puffins. BOT CHORD 2x6 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 DD bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-8 REACTIONS. ((bfsize) 11=1184/0-8-0, 7=1164/0-8-0 Mac Horz 11=250(LC 8) Max Uplift 11=-472(LC 12), 7=-472(LC 13) FORCES. Qb)-Mac CompJMax.Ten.-Allfor 250(lb)orlessexceptwhenshown. TOP CHORD 1-2=2631102, 2J=1225/897, 3d=11381925, 4-5=1225f896, 5.6=2641108 BOT CHORD 1-11=138/312, 10-11=-314f466, 8-10=-500/952, 7-8=1431313, 6-7=1431313 WEBS 2-11=118411049,2-10=-433f781,310=01284,4.8=0/285,5-8=-43lf768, 5.7=118411048 NOTES- (7) 1) Unbalanoed roof live loads have been considered for this design. 2) W nd: ASCE 7-10; Vint=139mph (3-second gust) Vasd=108mph; TCDL=4.2psF BCDL=3.Opsf; h=3511; Cat. II; Fxp D; End., GCpi=0.18; MWFRS (envelope) mid C-C Exterior(2) 0-0.0 to 6-0-0, Intedor(1) 6-0.0 to 11-". Fxledor(2)11-0-0 to 19-6-13, Intenor(1) 19.5-13 to 21-0-0. Exterior(2) 21-0-0 to 29-8-0, Inteder(1) 29-84 to 324)-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par bottom dram live lead nonconcument with any other live leads. 5) -This truss has been designed for a live load of 20.0psf on the bottom dram in all areas where a rectangle 3S0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of Vuss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) 11=472,7=472. 7) 'this manufactured product is designed as an individual building component- The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced It the building code.' 'JE5quln Vskx'PE N6.63182 :WTek USA;Iiic.FLCtk8G3/i. ;fii06 Parke En! BNd7emp_FL}iG10' ,Oath: January 14,2020 ®wABrmro-w,Byaal�,p>,ao,.ma,aanFwo xorBs oxnesAxowarmFnamFnxcrorExrFrADBerasm,w�.fDovxofseBFOBs rrsr: �R' Oeslgn seG4 fauspanx+'eb rNTex®mmedors TbS egl� uwsed oMy upon P%ne�� u�a'a. eM lsfiren itlM4val Cuuina ranpmeM. rW etrusssystem. Defoeuse,dip aeslgxrmusl vexxme eppticauByof 4escr Peremtlen an4 pnly.Ad GM1t,oacolsyaN htlolherttxo Aaaniareltemponryerq bndip i■1 M7ek' Wis to bu04N94esigh Bndn4 N4xale41s1p prevent CuaFOrp olheM4,alwsswebeMlurAON members any. permanent Is eleays requhe4laratauuyeM W pnventaNePsaeiN possLla Pe�Pal lajurymu PopeMDamage. Fa gaxxal lPo4aam rtgvdsrB the hbrtalbn.9aa9a.4Mrvery.eredbneM hadrgdhussesam burs sydemq see ANSVfPx Ovally Cdaerl4 DS889 and SCSI BYDdInP DompeneM 49o4 DAQ Safeylnlomutlon anOaEle ham Truss Plffielnslat4e, 218 t11sa 9rae1. Su3e 312, Absm�Nie. VA i2314. Tampa,Mtt MID Job Truss russ Type Oty ply Coastal ConsWcion Levesque Res T19135973 LEVESOUE RES AH13 HP 2 1 Jab Reference o tiorlm Builders Fast source, I'MM City, 1-1.-1256e, ul4u s Dec b zms muexmdusmes, ma lire den is mY ,;ncuzu W = Scai 154.0 6xa = 5 1.518 SfP = 4x6 = 3x4 = 416 = 3x4 = 44 = 1.W STP = axe 11 3u II LOADING (psi) SPACING- 2460 CSI. DEFL in (Ix) Wag Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.1213-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.34 Vert(CT) -0.1213-14 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.38 Hoa(CT) 0.02 9 n1a n1a BCDL 10.0 Code FBC20171 P12014 Matrix-SH Weight: 2321b FT=20% LUMBER- BRACING- TOPCHORD 2x6SPNo.2 TOP CHORD Structural wood sheathing directly applied or 60-0oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.9-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 16=1184/06-0, 9=1184106-0 Max Holz 15=295(LC 11) Max Uplift 15�491(LC 12), 9=-091(LC 13) FORCES. (Ib)- Max. CompJlylax.Ten. -All forces 250 (Ili) orless exceptwhen shown. TOP CHORD 2-3=1314/B45, 3-0=124719D4, 4-5 =11471863, 56=12471904, 6.7=1314/847 BOT CHORD 14-15=2561310, 13-14=56Wl lO6, 11-13=-3681892, 10-11=543/945 WEBS 2-15=1216/934, 2-14=-6741954, 3-13=3491269, 4-13=10af334, 5-11=1081334, 611=3481269, 7-10=-6741954, 7-9=12161934 NOTES- (7) 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vu11=139mph (&second gust) Vasd=lUBmph; TCDL=4.2psf; BCDL=3.Ope,, h=35ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and GC Extenor(2) 0-04) to 6-0-0, Interior(1) 643-0 to 13-D-0, Extedor(2)13-0-0 to 27-5-13. Inledor(1) 27-5-13 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcu ent with any other live loads. 5) ' This buss has been designed for a live load of 20.Opsf on the bottom chord in a8 areas where a rectangle 36.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) or truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=491, 0-091. 7) 'This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsiblily of the building designer perANSI TPI 1 as referenced "a building code.' (Joaquin vain PE No.88183 ,INTSt USA, Inc_ FLCeit 1111,41 i004 Perlis East Blyd,.Tempa FL 33610: Date: January 14,2020 ®wx—o-VuNJ4as1M pane aadiUMD NOTES ON ThFS AND WOIBUm AOIEKREFER aPAdEI 703 rev. fOO12015 BEFORE USE *� Ded, road 1wum".0 WT.WconMdOrs. This dmipn h based"upon Psaldduaa sMrn, aad Is Man Mdadaal WWeO—Odaaak ad a hu s ay9em 6ekre use. Me bArag dad9ner Mal verifyM. alpea".fd.91. paa aaaa eat M" bnarporab Pis dedgn Ntd Me uwmd budding design. Brsdn9lndVfied is to prawn! bud3n90 tadNdual Was Neb andlorchad members only. Additional tempamry and pennanem dadng Welk' k ataaysnxryired MdadTayaM to Prewm maapmv0, paaIDle persoial M„ayaM p,opedy0ama9e. Forgeneral9�ddanw mpaNb9 Me faMratbn. domga,ddrrery,emdkn ant badn9 of Wsses aNMae 6y51emA 84e ANSOIPIf OualAy CrfMb; DSBae andBC5l Bulldln9Componenf 6g0/Parka East Bx4 SeleylMnfmadon ava�able Own Tram Plate lnsiMae.21811 Lea Street 5Wts 1/2.AbxanNb, VA22514. Tampa, FL 368f0 Job SS Oty Py Coastal Conshuctfon_Lavesque Res T79135974 LEVESOUE RES �Tm 15 [H7Type 1 1 Job Reference a 8onal Builders First Source, Plant City. FL-32566, ex8 = Sre = 8240 s Dec 62019lATek Industries, Inc. Tue Jan 14 Scala=1:61.8 1.6xa STP — sa = 3x4 II 13�STP:- 3x6 II exs = 6xl2l r [S = M 11 LOADING (psi SPACING- 2-0-0 CSL DEFL. in (loc) Bdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ved(LL) -0.12 15-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.2615-16 >999 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina YES WB 0.55 HOR(CT) 0.10 12 Na n1a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight 2651b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Stmctu al wood sheathing directly applied or4-3.1 oc puffins. BOT CHORD 2x6 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. Except 4-19; 2x4 SP No.3, 9-13: 2x4 SP M 31 6-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 10-0-0 oc bracing:17-19 WEBS 1Row at midpt 9-16 REACTIONS. (Ib/size) 21=119010-8-0, 12-11971DS0 Max Hom 21=340(LC 11) Max Uplift 21=-505(LC 12), 12--503(LC 13) FORCES. (lb)-Max.CompJMax.Ten.-Allforres2500b)orlessexceptwhenshown. TOP CHORD 2-3=1440/9g2, 3-1=1444/884, 45=156271040, 5b=12781S27, 67=13431870, 7-9=1390/817, 9-10=11911624 BOT CHORD 20.21=3231403, 4-17=-3141303, 16-17=2681896, 15-16=93811708, 13-15=-692/564, 9-16=-6111606 WEBS 2-21=12871925, 2-20=606/998, 3.20=-302289, 17-20=-4471909, 3.17=2571211, 5.17=-0891588, 6-16=2471442, 7-16=142f324, 9-16=8991650, 10-13=-996il439, 10-12-1511/913 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL-0.2pst BCDL=3.Opsf; h=35ft; Cal. II; Exp D; End., GCpl=0.18; MWFRS (envelope) and C-C EMedor(2) 0-D-0 to 6-0-0. 1medor(1) 6-0-0 to 15.0-0, Extedor(2)15-0-0 to 25.5-13, Interior(1) 25-5-13 to 32-D-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcimant with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except T=lb) 21=505,12=503. 8) 'this manufactured product is designed as an individual bulling component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' JoaquinVeto PE No.U122; ,hbTek USA Inc, F.LCai 6674� �._-.... i804 Pgtke Ealt Bld.gTpmpFL da610: Data January 14,2020 ®wnwaxo-vdryammeP�wexx.ae86aeyrora oxrxs,vmwuuaaosar6xa�aeNaeP,loeraTmr«.+oov2arseerorteuse. Ik4gn syden use ON7ean buHdMdergd r.Tho4r4gnbpastsboyuponparamperestiovn,aMbrofan A4ivl 0 Wildingmmpmem, ra 8f Minis, desi RaerMO LL50. n10 aY W0194P.0(QI[f1145(rtl1y V10 aprvxam"ar MUC519n Paf810Ner5Md PmPeMNmNomtO Nb e03pn YIIO VIOOVBIBa is aWgtleslpn. a tot lnCrate4ls ropeewNOudo gof'eo ijo,i,p ussleMlmtlro er, danfaoM�.AE®iaal terigoraryand permanent brediq MTek' Is allays regaee4far s1ahlayeMfo present v4apse NbpossIDla P.—,�mpvyaM PeoPeM tlmrupe Forpenerel gW4ancerepar4eq tree m oylamratano,eeuvery,ercebn arse daring ofWsxsaMmas systems, sea ANSYPAI quaary Cdlady aSBA9 eneBL9avRNng Component Tarot.. a6a5aioa Saraylnbfinetlon evailaEle nam Tnoa Plate lnafID4e, 21aN Lee Sweet, SiuIe 112, P1exaM4a, VA 2Y414. Tampa.R 36610 Job Truss Type Oty Ply Coastal CansWction_Lavesque Res T19135975 LEVESOUE RES AH15A [H7, 1 1 Job Reference (optional) umbers First source, VMMUnY,rL-uobb. 6x8 = 6Xd = Tw 12 5 6 1.5x8 STP = qx = 41H = 4x6 = 1.5X3 STIR = 3x6 II 3x4 = 3x4 = sas 11 Scale =1:69.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stess Ina YES Code FBC2017rrP12014 CSI. TC 0.30 BC 023 WB 0.61 MatrixSH DEFL in (loc) Udell L/d Vert(LI.) 0.05 15-16 >999 240 Vert(CT) -0.0712-13 >999 180 Horz(CT) 0.02 11 n1a n/a PLATES GRIP MT20 2441190 Weight: 245 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-13 no pudins. BOT CHORD 2x6 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP N0.3 REACTIONS. Qhfsize) 17=118410-8-0, 11=1184/0-&0 Max Hom 17-340(LC 8) Max Uplift 17=507(1-C 12), 11=507(LC 13) FORCES. Qb)- Max. CompJMax. Ten. -All forces 250 Ph) orlessexceptwhen shown. TOP CHORD 2-4=-14461820, 4.5=12781833, 5-6=11&5/809, 6-7=12781833, 7-9=1446/820 BOT CHORD 16-17=314/396, 15-16=52611099, 13-15=2A51781, 12-13=50911042 WEBS 2-17=1285/930, 2-16=-616/989, 4-15=4901361, 5d5=2051391, 6-13=2(151391, 7-13=490/361, 9-12=616/989, 9-11=12851931 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) W nd: ASCE 7-10; Vint=139mph (3-second gust) Vasd=108mph; TCDL=4.2psL BCDL=3.0psh h=35h; Cal. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Etde ior(2) 0-0.0 to 6-0-0, Interior(1) 6-0.0 to 15-0-0, Exterior(2) 15-0-0 to 25813, Interior(1) 25-5-13 to 32-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This buss has been designed for a 10.0 pat bottom chord live load nonconcurrentwith any other live loads. 5) ' This truss has been designed for a live load of 20.Dpsf on the bottom chord in a9 areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) 17-507,11=507. 7)' rhis manufactured product is designed as an IMrvidual building component The suitability and use of this component for any particular building is the responsibility orthe building designer per ANSI TPI 1 as referenced by the building code.' Joaquin Vain PE N6.68182; .KTek 113A;10c: FL'Crit-8GK_ -6904 Parke East Blvd..Tampa,FL 33610: Date: January 14,2020 ®wurwwo- .runeloworFs ornrsamlxcweFewrvrl+EFeaFxcevaceam.Tmm. 14ova01581i use aeslgn v0d W use an, and MT.M muledmA TNs design bbased oely upon psa nAem dxwn, and h for an Individual b 1kmg componeM, not a Wu gMem. Berge use.ibe bulong daggnermmtv"the applicid yordel, porsmefin and pmpedrhwryomtetbis design IMo me evva0 bu0dingdeslgn. Bmdng indrcatM la to pmseM buddirg MNd'Mdusl Wss aeb midlordwNmemben wy. Add4breltempomryaM permanent breWg MMek' is ereays nt9urtedrm5adlayandm Pasant wga Offlaalauniteparwnar%gas pmpeM damage. FargenC Varfa, DS mwdBNe fabdralbn.storage, detiwry. etetllon aM Omatg olWssefaMbusa syAemA sae ABSplPlf Quanty edladA OSB419 endBfSl aulldrnH Component 6904Pahe Fa9BNd. sdatyfnbrmatbn evaJablebom Trlw Plate lnstibile. 210 K Lee atmel. Sxis 31Z AkaanzAa. VA22314. Tampa. FL 36610 Job russ mssType Qty Py Coastal ConsWOtiarL.l.evesque Res T19735976 LEVESQUE_RES B Common 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, a.zau s uec o [uis mnex mausmes, I1G me aan it w:rxzr may Faye i ID:JIHSrrVepGl3hfwsRWAELZzvS7N3C3Metc9APO50kYHY914uLE6la2C17?24VWCNOxvPZD -2-0-0 56-0 11-00 13-00 2-0-0 560 56-0 2-00 M = 8 1 6 3 II 3x8 = 3x8 II Scale -1:45.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberOOL 1.25 Rep Stress Ina YES Code FBC2017frP12014 CSI. TC 0.38 BC 0.11 WB 0.12 MaMrr-SH DEFL. in Vert(LL) -0.01 Vert(CT) -0.01 Hoa(CT) -0.00 (loc) l/deff L/d 7-8 >999 240 7-8 >999 180 6 n1a n/a PLATES GRIP MT20 2441190 VMghk 1061b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins, BOTCHORD 2x6 SP No.2 except end ver0cals. WEBS 2c4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=5120fiechanical, 6=512/Mechanical Max Hca 8=389(LC 10) Max Uplift 8=245(LC 12), 6=245(LC 13) FORCES. (Ib)-Max.Comp/Mac Ten.-ABforces250(lb)orlessexceptwhenshown. TOP CHORD 2-3=-3541308, 3-0=-3.54/308, 2-8=513f629, 4E=512/629 BOTCHORD 7-8=4521454 WEBS 2-7=112/398, 4-7=113/400 NOTES- (7) 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuh=139mph (3-second gust) Vas&=108mph; TCDL=4.2psf; BCDL=3.0psh h=358; Cat. 11; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C FXerior(2) -2-0-0 to 4-0-0, Imenor(1) 4-PO to 5b0, 5dedor(2) 5-6-0 to 11-6-0, Intenor(1) 11.E-0 to 13-0-0 zone; cantilever left and fight exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shaven; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconnd ewith any wother live loads. 4) - This truss has been designed for a Five load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 W de Wit fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of wtlhstandng 100lb uplift at joint(s) except gt=1b) 8=245,6=245. 7) "This manufactured product is designed as an individual building component. The suitability, and use of this component for any particular building is the responsib7dy of the Wilding designer per ANSI TPI 1 as referenced by the building code." )okitle VWrPE N0.66167 ,6LTek USA,Ine ELCert6634-- ;69U Parks East Bhd..Tunpa FL 33610' .Date:. January 14,2020 ®WARMNO-Verlfyddarpa'+rOereraaNnE4O NOT60NTre5A80 alGJlDEa aOtEK PEFER()ICE PAGEeOyll3 m.1OOL20fa BEFORE USE ��' IIeUBn seed f0lase aN/Nn LLTet®mMetlmi Tlaa4eal� 1s bead nnN apm parameter worn, eM pben NdMhial buJNnB mmpmertl, ne abear deegn. Bmnuse. mapWistoM49 Wn vMM"dwi ab Ty anCOnparemelenandpnpeM huaryaren oradrand Momenemae buaNng OeslBn. Bntlng lnSxarodbto preaMbuciduq brinPMeualtruse web and/or dnr4 member enry Aaderoral pngnnryand peimanerd petty MiTek' bapMsreq Mo. ddmgyen4ro Peant maapsa car possak personal NpvyaM pmpeM4ema9e. Fa eerenluh,W ryaod Bma pb�katkn. sronge, deliary, enMbT= p do WM,,,a are lass sy3eme, see ANSyrNl Weral'COYaq QSaA9ene BC5l BuarOna Compwenr 6904 Pane Favl BM1LL Sahaytnlmmeeon ev'pbb ban Tnse Plate pslaWe. 218 N. Lee aaeel. SWe 31Z moan de. VA MIC Tampa, FL 3661D Job Truss loss Typo Oty Ply Coastal ConsWdionve _Lasque Res T19135977 LEVESQUE_RES B1 Cartdren 1 1 Job Reference (optional) guilders First Source, Plain City, FL-32566. t;Zdu s Lee U Zulu MI Iex Inineales, IM I us Jan 1414:4zuo [ zu rage 1 ID:JWSm VepGl3hfw RWAELZzvS?N-XPdkrDrn 7kyeu7T6NEJOZnl44_NR1Z1BkAMTOgzvPZC SSO I SS-0 iM 7.00 12 44 6 4 sxe II 3a6 = 3rm II LOADING (psl) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 7.0 Lumber DOL 1.25 Be 0.11 BCLL 0.0 Rep Stress Ina YES WB 0.18 BCDL 10.0 Code FBC2017rrP12014 MatrixSH LUMBER - TOP CHORD 2x6 SP NO2 BOT CHORD 2x6 SP No2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=396/14echaniail, 4=396/Medlanical Max Hom 6=341(LC 8) Max Uplift 6=177(LC 12), 4=177(LC 13) Max Garr 6=398(LC 20), 4-398(LC 19) FORCES. (lb) -Max. ComplMax.Ten.-All forces 250 Qb) orlessexceptwhen shown. TOP CHORD 1-2-3451265, 2-3=3451265, 1-6-539/414, 3-0=540/414 BOT CHORD 54--333/348 WEBS 1-5=222/338, 35=2231339 DEFL. in Qoc) War L/d Ved(LL) -0.01 5-6 >999 240 Vert(CT) -0.01 5.6 >999 180 Hoa(CT) -0.00 4 Na Na Srvlea V: a PLATES GRIP MT20 2441190 Weight: 951b FT=20% BRACING - TOP CHORD Structural mod sheathing directly applied or 6.0-0 oc pudins, except end verticals. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- M 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vufl=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst h=35f1; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever tell and right exposed; end vertical left and right exposed;(-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This thrum has been designed fa a 10.0 psf bottom chord live load nonconcugedwith any other five loads. 4) ' This truss has been designed for a live load of 20.epsf on the bottom chord in a9 areas where a rectangle 3-6-0 tall by 2-0-0 wide wit fit between the bottom chord and arty other members. 5) Referto girder(s) for miss to truss connections. 6) Provide mechanical connection (by others) of trussto bearing plate capable av4thstanding 1001b upidt at joints) except (it=1b) 6=177, 4=177. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Toaquln Vo iPENOR6181: i67Tek USA I FL Cait 68W _ . ..- 696,6 Perk. Eaat Blvd Tamps FL 33610: Idzti� January 14,2020 Aw-eallo-Vadrydelpnpersswtme and REM Ha ES OB M3Am)BICWDIDWIEx R£FFRENC£PAGEBalmtay. roNrsrls BFIORE WE w� Oeslgnvaed fa use druywM NTeModeed,n TNs design is Eased ony tPon pueenders shw aM Is form Idindsal bolM'ug component. not [=•��I� a Wusystem Befdeuse, Ile did gdesignermsmvelGyme Wplcahl%afdexgn pardelds and gopeMncnPore[e Wa design W. the d.1 EUYUingdesign. Brednglndk Ml9lopmmaWddmgorNMdual EvawebmmOTd MMl mcnly. Atlddiorol kmpdrzry eM pmnaneld Maclnp Miiek' isalwayarequbedrorstahVyandtopma mnpwwMpoa eparsonalb6m pmpedyd ne. ForgenemlguidaeereganIdgthe fabrication. storage. ddMq. erection and riming nemeses s dim sysIsdox sea AR9yrRf Quality Comrf4 MS 9=dBC5l BWlmng Component 6904 Pads Fag Bed SderyfnrormMon evaJ ohdn Tnaa Plata InsWde.2faKLee Sbmtsuee312,AI�,VA=14. Tampa,FL 36810 Job Truss 01Y ply Coastal Construction _ Levesque Res T79135978 LEVESOUE RES BH7 Pp= 1 1 Job Reference (optional) Builders Fast Source, Plant City, FL- 32566, 3240 s Dec 5 2019 MTek Industries, Inc. Tue Jan 14 14:4227 2020 Page 1 ID:JOtSm VepGl3hhvsRWAELZzvS7N-TnkUGve2Tk4gtCHsDoHn\ sfgo3SVONUCUMUizvPZA s oa 2J-0 T-00 7aa 128a 1580 r zaa I aao I I I 4ao i 2J-o � NAMED Scale =1:32.9 414 = 4x6 = 1.5A STP = aTO — 1.5xe STP = 2x4 II TFUA26 THJA26 2x4 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC20177(P12014 CSI. TC 023 BC 0.08 WB 0.33 Matrix-SH DEFL. in Vert(LL) 0.01 Vert(CT) -0.01 Hoa(CT) 0.00 (too) Well Lid 9 >999 240 9 >999 180 8 Na Na PLATES GRIP MT20 2441190 Weight: 98 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ibfsize) 10=642/0-8-0, 8--660/0.8-0 Max Hera: 10=159(LC 7) Max Uplift 10--681(LC 8). 8=713((-C 9) Max Grev 10=773(LC 40), 8=782(LC 41) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250 Qb) orless exceptwhen shavm. TOP CHORD 2-3=-6741727, 34=5431682, 4-5=5431682, 5-6 -710MB WEBS 2-10=6781660, 2-9=-6301596, 4.9=3921194, &9=598f583, 6-8=-695"09 NOTES- (13) 1) Unbalanced roof live loads have been considered farthis design. 2) Wind: ASCE 7-10; Vutt=139mph (3-second gust) Vasd=108mpN TCDL=42psC BCDL=3.OpsF, h=35it; Cal It; Exp D; End., GCpi=0.18; MWFRS (envelope); mdilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevenlwater ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconwrremwith any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in a6 areas where a rectangle 380 tall by 2-0-0 wide Wit fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoim(s) except (it --lb) 10=681, 8=713. 7) Use Simpson Strong-Tle THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 7-0-6 from the left end to connect twss(es) to back face of bottom chord. 8) Use Simpson Strong -The THJA26 (TFUA26 on 1 ply, Left Hard Hip) or equivalent at 7-11.10 from the left end to canned truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is In contact with lumber. 10) "NAILED" indicates &tOd (0.148')Ol or 3-12d (0.148W.25w) tce-nails per NDS guidiines. 11) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated load(s) 5271b down and 733 lb up at &0-0 on top chord. The designtselection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). 13) 'This manufactured product is designed as an individual bmldng component The suhtabriy and use of this component for any particular building Is the responshbThty, of the buldrg designer per ANSI TPI 1 as referenced by the building code.' k3quln Vo1sZPE 9e.68161t LOADCASE(S) Standard ,Njek D9A;'I4C. F.l Celt Bs3/ __ _.- ,6204 Parke East Blvd. Tampa FL 33610; 1) Dead + Roof Live (balanced): Lumber Inawc a=1.25, Plate Inaease=1.25 Data: January 14,2020 �onbnued on woe2 YlMaent,not rcc ®wARMNd-yamydarpn pmeewrenxxIm. DNdesig ON 7Na Arm aICLUDtgrenra V.kxfiT w' Is baffng aftvy` k2Adn` aaamUW. ASTeAO,xrusgu TVLde auoasetl fit �panparaafin. ep blorano,,onu#i. d.gmnpme#. not e truss ayshem. Before use, Vn truaGmg tlesyrermu#veh9ytM hPplkebTeY prtle�i9n paremeten and prepeMa¢arparale a�ie tleslBn htlo Me went Suad'e9 de#gn. amdnp lnQratMblo pheveM EwMinp of NSMdialWssw¢EaM/m Nmd memEen oNy. MdOalal tengo2ry aM peenanem Madtg :� Mll ek• la #aaye hequ'uetlfm #ahTdy eM to prere#4ppapae re5 poaWe PeaaaalblwYend Popedrdamage. Fargeneret 9�a4anm hegaNhB V,e remkaapp,#am9e, tleaverv. erediahaM tratlhg plhuvea en4tk2s ey#enu. Bea ANatTPll ouellty Cdredq O56a9 endBC5lauaBn9 Cpmpanane Se/erylNprmatlon araM afrmn TNsa Plata lret2ne.218RLee Street. duffle 312.Abxantl4a, VA2A14. MV) Tampa. FL 36610 To. .M Job loss fuss Type Ory PN Coastal Constructloevesque Res n_1L T791359T6 LEVESUUE RES BM Ffip Gkder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. $240 s Dec 6 2019 MTek Industries, Inc. Tue Jan 1414:4227 2020 Page 2 ID:JWSm VePG13hfwsRWAELZzvS?N-TnkUGve2Tk7gtCHSDoHnV sfgo3SVGNUCUmUizvPZA LOAD CASES) Standard Uniform Loads (plf) Vert: 1-3=54, 3-5=54, 5-7=54, 1-7=20 Concentrated Loads Qb) Vert: 3=93(B) 5=260(B)11=75(B)12-75(B) ®WARMHH•VVMydWpnp mrwsn rNHFAD HOIES OHTHed",siCn 11.1. IXh£ saHefhr. at&TQ]h-Ws W]R01SHEf-Rf r,ec a MU" Muse atlyvM ]gTesmmncoors.Tustlmgn. pOimMftf npenmelers sbagend6M en trvfa14�1dnitlin9 In; ftO nd a Wss aWiJW Befars usa. Na auiYmg tleggmrmvluesgyNe appFaYtdy of tlasign pammelersvq propetly hpsrporsla Nis design Mo the Ovttag �-�•;�11 Eu0tl4y tlevgn. Brstily NGratN iato prsseN hNtivat o/vmQivkualwssveo enmoremrtl memeersony. A4Qeiomllampomry end pemiarreM hadrp MIIBk- b ahoy¢ requirMMslaai6y eM hpeach mgapmsvmt possAb personal Nilay ertl propedyaanuge. Forganarel guitlanm regarSm9 Na fdalkalGn, 9arepa, USOaEryry eremon arM hating afbussss aritlWsssystems. eee ANSplAl Qualify Cnmriq OSHde andHL5l BUIlNnB Component Tani 36810 . Sdeylnfwmaeon ereila0laean Truss Plafa lnnm^'.21aNlee SireeL auIIe ]ft Aleaantria, VA22314. Tempe. FL ]6910 Job Truss nrss Type PlyTjob stal Construction_Levesque Res T79135979 LEVESQUE_RES C CYrmrmn �Cfty 2 Reference o tional Builders First source, Plant UOY, FL-3zJtib, sea 11 3 614V $ UCC O LV lY MI I ER 1lIUYSVICY, IIIY. 1 YC JMII IY 112 1.5x8STP = 4x6 - ass - 3xe II axe It - Scale =1:48a LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017RP12014 CSI. TC 0.95 BC 0.36 WB 0.40 Matrix-SH DEFL. in Vert(LL) -0.06 Vert(CT) -0.12 Horz(CT) 0.01 (loc) I/deg Ud 5-6 >999 240 5-6 >999 18D 5 Na nra PLATES GRIP MT20 2441190 Weight 153 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc pur ins, BOT CHORD 2x6 SP No.2 except and ver ixals. WEBS 2K4 SP N0.3 BOTCHORD Rigid ceiling directly applied or 10-0-0co bracing. REACTIONS. (Ho/size) 8=90510-8-0, 5=712/Mechaniail Max Horz 8=300(LC 9) Max Uplift 8=392(LC 12), 5�300(LC 13) FORCES. go) - Max. Comp./Max. Ten. -All forces250(Ib) or less exceptwhen sham. TOP CHORD 1-2--303/131, 2-3=9101515, 3-4=8891501, 4-5=8111533 BOT CHORD 1-8=1841365, 68=4241534, 5E=-2651369 WEBS 2-8--1019/867, 2-6= 220/456, 3-6--0f354, 4-6=164/449 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VW=139mph (3-second gust) Vasd=108mph; TCDL=42pst. BCDL=3.Opsf; h=35ft; Cal. II; Exp D; End., GCpi=0.18: MWFRS (envelope) and C-C Exlerior(2) 0-00 to 641-0. Imedor(1) 6-0.0 to 12-0-0, Exterior(2) 12-0-0 to 18-0-0, Interior(l) 1B-0-0 to 21-104 zone; cantilever leg and fight exposed; end vertical leg and fight 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 psf bottom chord live load noncorlcunem 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 3b0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) forhussto truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjointa) except at=lb) 8=392. 5-300. 7) 'This manufactured product is designed as an Individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 'Joaquinn Valaz PE N611182 Wn@k U90.1ncFLCait6634 6004 Parka East BNd..Tampa FL 03610: Dats:: January 14,2020 AWARamfG-Vesrr ddplpeavuNra andRE<G NOTES ON 71115 MD e1alIGEG aGr£K REy£R WPAG£a67Mm 10113 fa BEFORE USE ��- basedaNy Iaam Da2mtlesaMm.Sp pear eno buMirgwmpmera, tlMReI®gdesiger ordsIsismeet abusasystern.Bebre use, the buiW'vip designer Men velKyAe apprrab®yof design palemexen entl pmpery Nc-marate Nladesipn hab tM-wlaa aDuosSWefeBefr use. Men orHythe IVAaing de9gn. Bntlnp lnLkeled lsto prewMCuddvq ofNdrvWwlNrss Nab ergletlrom members my. AtltlaiorelteeryromryaM pelmanem aadav MTek- l weanalns,M p1^Penyaelnz9a. FaWaft BUOa�89end sole har+aysra9uved. delvellMaMroPeesMoog 0Inesis seedWasysre AMSVA Ouellry Cd@d; OaBF9 end sold Buamne Comported rabrfcalbn, Ixalapa, delvery. Part -MID olgortrasseaaM 931 3merylnrameaon available aen TlvasPate ln5A4e.219 r11-eSWel SWe al2,Ab>entlRa, VA32ata. Too, Ta1rPa, FL 366f0 Job ruse Type 0ty Ply Coastal Construction Lavesque Res T79135980 LEVESOUE_RES [CMHS5 Common Girder 1 1 Job Reference o Bona Builders Finn Source, Plant City, FL- 32566. e.zcu s Vec b zuls mu as mausmes, Inc. me aan Tv w:eczs wee rage i ID.JIHSm VepGl3hfwsRWAELZzvS?µOAsFhag?LFO6WRFLDJFbPyz?bhrsHgnfbKgZbzvPZb 2-0-0 66-0 12-M 17&12 22A0 240 47-0 66-12 5.6.12 45-0 5X5 = 1.5x0 STP = 44 = 44 — 3x8 = 4s6 = 1.5,68 STP = 3xe II LUS26 LUS26 3i9 II Style=1:48.9 LOADING (pal) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Gnp COL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/rP12014 CSI. TO 0.38 BC 0.27 WB 0.54 MaUixSH DEFL. in Vert(LL) 0.04 Vert(CT) -0.05 Hom(CT) 0.01 (loc) gde8 Ltd 8.9 >999 240 9-11 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight 165 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural mod she30dng directly applied or 5.11-0 ce pudins, BOT CHORD 2x6 SP No2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. Qb/size) 12=13911&8-0, 7=1188/0-&0 Max Hors 12=300(LC 24) Max Uplift 12=1026(LC 8), 7=923(LC 9) Max Grav 12=1455(LC 33), 7=1303(LC 34) FORCES. (Ib)-Max. CompJMax.Ten. -All fortes 250 Qla) orless exceptwhen shown. TOP CHORD 2-3=148111098, 3-4=10511782, 4-5=1049/782, 5L=1557/1133, &7=1243/911 BOT CHORD 11-12>3321343, 9-11-95Wl397, &9=932J7277 WEBS 2-12=13191967.2-11=860li238,3-11=407t478,3.9=568/551.49=.569f7lg, 5-9=651/597, 5-8= 406/493, &8=911/1260 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-sewnd gust) Vasd=108mPh; TCDL=4.2pst BCDL=3.Opst h=358; Cat. II; Exp D; End., 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) This truss has been designed for a 10.0 psf bottom chord live load nunwncurent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of toss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=Ib) 12=1026,7=923. 6) Use Simpson Strong -Tie LUS26 (4-10d Girder, 340d Truss, Single Ply Gilder) or equivalent spaced at 11-1-8 oc max. starting at 6-54 from the left end to 17-6-12 to connect truss(es) to back few or bottom chord. 7) Fill all nail holes where hanger is in woad with lumber. 8) In the LOAD CASE(S) section, loads applied to thefaw of the truss are noted as front (F) or back (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this wmponent for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1= =-54, 4-6 -54, 1-7=20 Concentrated Loads ab) Vert 11=-481(B) 8=-081(B) 7oaquln Volai'PE No.6/182; ,Lk7ekllSAAns.FL:Cart883C- _ _., .0804 Perky East Slvd: TampaFL 73610' Date:,, January 14,2020 ®WARIOND•Vellydedpnparemelm and READ NOTES ONTWSAND INCLUDEDWTEI(REFERENCE PAGE194lQa m. /a/OYlaIa BEPoBE USE. ��e Design vmd for use onywnb blmo,sconnedors. This design is based only upon parameters sheem, and Is far an In Avisiml building comported.no tl Cl1- atime; system. Befom use, the buffing dedglariedwel"appOraWdyardesign parameters and paped Imm,amte Nis mi Us Pe<msel buJtlingdesign. Doting Indicated lets prevern bucking ofindsi Wss web anmar NON members only AddAoialtempararyandpinenem Madlg ��-��•YWW� MiTek- IseMallim.e edlordaNl3yaMta am dnin,d w0hs, and assV ernlur/erq pmpedy dioceses. holity Cftd4 aS"9 aNMg Na endwsseydems.e iry Crtroda. DSBA9 and BC5l Bullmdg Component deliveryry ereensneM bedngol V.. Boas PaOe Psd1) sonsygan.dam9e, 21 31 drMSIAnell a.VA2314. aafeylMdrmetlon ewilaEle ham TMaPlata lndNde, 210 N. Lee SVeei Suda312,Alaxadda, VA 22314. Tampa, FL 36610 Job mss cuss Type Py Coastal Consbualor Lavesque Res T79135981 LEVESOUE RES CJ1 �Qty ComerZ 12 1 - Job Reference o gonal euuaers rim bounce. ram uqL rL-axavo......,.=„a­.a,...�,.MOduwgwmtN.,,..,.�,,,��,.,.. .......... .. IDJIHSrrVepG13h1wsRWAELZzvS7N-uFid`1Ruxgll7cUDB76dsKwuS3E51zvPP 1-0-0 � 7fi0 Scale =1:8.5 7.00 12 2 3 3x4 = LOADING (psf) SPACING- 2-00 CSI. DER. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.00 1 mr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 1 mr 90 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 r9a ma BCDL 10.0 Code FSC20171fP12014 Matrix-P LUMBER - TOP CHORD 2x6 SP No2 BOT CHORD 2x6 SP No.2 REACTIONS. (Ib/size) 2-73/Mechaniml, 3=-0fMediamcal Max Hom 2=57(LC 1). 3=57(LC 1) Max Uplift 2=38(LC 12) Max Grav 2=73(1_C 1) FORCES. (lb) - Max. Comp fMax. Ten. -An forces 250 gb) or less except when shown. PLATES GRIP MT20 2441190 Weight 6lb FT=20% BRACING - TOP CHORD Stmctwal woad sheathing directly applied or 1-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 6-0-0 no bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vuh=139mph (3-second gust) Vasd=106mph; TCDL=42psf; BCDL=3.0psf; h=3511; Cat. II; Exp D; End., GCpi=D.18; MWFRS (envelope) and C-C E tedor(2) zone; camlever left end right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord I" load normonaarem 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.&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glider(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jomt(s) 2. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' 'Joaquin Volei PE Ne.ea197; ;W7$USA, Ino.Fl.Ceit 0034 4904loarke East BNS Tampa,FL 33610f D`atso January 14,2020 ®WARMNG-ywByda WpnenareraentlREAGWMONTNISANOWCWBEOWIEKREfDtE PAGEtl 101m 1OWMSBEFORa IRE *w- Designw dW uworlyr uireWcoeneoxe.TNs design is txmI "upon pammelers sib .e,,o if term bdiWdual balding ovmponeM, rd a bass systen Before us, Bre bnidaig designerniustvergft appfraba ofdesign patamekrs aM pmPeMbowposie Ws design edo Nor ov l AddRmalbmporeryaMpetmarxAtxod, M7eW bu0dingdeugn BracinguMiraledlsto preveN buGLng ar N9Ndual VussreD aMlarMadmecol'en oNy. la eMap nquaetlkrsladleyaM to Present mmpsewBs possgla persaalb4�vym4 pmpetty damage. Fageneral9�ddama repaNm9 Ne e.tleawry,etetlun attl boring ofausxaeM Wsssystems.sea ANSI?fliGuwy Cr(03di aSB�9 and BCSl Bulltl/np Component fabdratiobmso FaslBN4 Safety lnrlormatlon avanade adn Tnoa Plate ln9aNe, 210Nlw Sbrel, Suss 312, A1axlOde. VA?2a1x. TorNPaha Tm npa, FL 3661D Job Tmss mss Type Ply Coastal Consbuction Levesque Res T79135932 LEVESQUE_RES CJ1B CamerJadc �Q'y 4 1 Job Reference (optional) Builders First Source, Plant City, FL-325W, 824e s CeC b zots Mil et mdusmes, I= I ue Jan 1414:4C.J1 zuzu rages ID:JIHSm VepGl3hfwsRWAEL7svSTl4.MZ 76GhY%zV5MpadSeL7gg10),PSgRJa476pndUzvPZb -0-0 Scale= 1:8.3 7.00 111_2 2 A a 3 3x4 i LOADING (psp SPACING- 2-0-0 CSI. DEFL in lloo) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Ven(LL) 0.00 1 Nr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 1 Nr 9D BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n1a n1a BCDL 10.0 Code FBC201711PI2014 Matnz-P LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP Ne.2 REACTIONS. (Ib/size) 2=73fMechanical, 3=01MedtaI Max Hors 2=61(LC 1). 3=61(LC 1) Max Uplift 2=38(LC 12) Max Gram 2-73(LC 1) FORCES. Qb) - Max. CompJMax Ten. -All forces 250 (Ib) or less except when shorn. PLATES GRIP MT20 2141190 Weight 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purims. BOT CHORD Rigid ceiling directly applied or 641-0 oc bradng. NOTES- (6) 1) Wind ASCE 7-10; Vu1t=139mph (3-second gust) Vasd=108mph; TCDL=42W. BCDL=3.0ps1; h=35fl; Cat. 11; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; carrnlever left and right exposed; and 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 rlorlconcunem 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 2. 6) 'This manufactured product is designed as an individual building component. The suitability end use of this component for any particular building is the responsibility of the bugding designer per ANSI TP11 as referenced by the building code.- 'i6cluin Vold PE 4o.66162; 1WTek USA, Inc FL r>eK ; a 4Parke East Blvd.Tampa.FL33610: January 14,2020 ®WAr G. yenrrdwp pmemvereendxEwxorzs aBrrrsaaaacwammrerrarssteucarxBasm7mm.fomaaseewneusc Demgn valid rouse anbrwbn NRex® omvcctoo, TNs design b based orgy o,en pcm,c,s etmwn, and isforan Individual bolding cemparem, mA �� a Wss symem. aebm uso. ae bwp ,, demgm+n ma wftMe a pplirabiayofdemgn pmsmeMe, and pmpedy bcoryarme tote d.Mgn hto the omen bundug dedgn.&adng bdicmed is to priwN Mu fio,m'mGMowl bug web cracrdroN membmaony. Addnmal tempraWand pmminem bradog WOW ie aNaye iequaetlbrmedley end b prevent m9apse wbh paisbh persmw bdraY and pmpeM d3nwga. Fa general gWdan[e mgmdM Ibe bbdragbn, ctomga, deliwryryerection and trarLg olWva aiN Wsssystems,tree ANSLlRI Wainy Cdfeda 0.SB89en0BC5r BW/mnB Cemppnanr Serorylidormaddn ardlame (dim Truss Rate InsiNda, 21a N. Lea abeet. SWe312, Alexandria. VA 22314, p Tamp. 9-36610 Job Truss Truss Type Ply Coastal ConsWdion_Lavesque Res T19135983 LEVESQUE_RES CJ3 Comer Jadc �Qty 12 1 JoD Reference tianal Builders First Soma, Plant C4. FL- 32566, 8240 s Dec 6 2019 MTek Industries, Inc. Tue Jan 14 14.42:32 2020 Page t ID:J W Sm_VepGl3MwsRWAELZrvS7NgIYNJdBIGdy_z9gOMsyC/ZYpcjOAmpDLmYKAvavPZS Seale=1:14.4 1.5d1 STP = LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Malriz-P Weight 161b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 co bracing. REACTIONS. (lb/sae) 2=79/Meohanical, 3=390/Mechanical, 4=528/0-8-0 Max Mom 4--93(LC 12) Meat Uplift 2=93(LC 12), 3=-390(LC 1), 4=135(LC 12) Mm Grav 2---100(LC 19). 3=116(LC 12), 4=528(LC 1) FORCES. (lb) - Max CompJMax-Ten. -Ali forces 2500b) orlessexceptwhen shown. NOTES- (6) 1) W nd: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psb BCDL=3.OpsY, h=35ft; Cat. It; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C E)deriof(2) zone; cantilever left 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) This truss has been designed far a 10.0 psf bottom lard live load nomconcurmnt with any other live loads. 3) ' This truss has been designed for a live load of 20.0psr on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-04 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of tmss to hearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=1b) 3=390, 4=135. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 'Jb'aquln Vein PE No.63183; MTek USA, I6, FL Cert8834;,.,,_ 6064 Parke Egal BNTam d. pgrL 33610: ,Datii ' January 14,2020 ®WARNING. Wft dgn paremrte,SmdREAD NOTES ON TITS AND DICLUDW IbrEKFEFERENCE PAGE 46T4T]m./00]!l014HEFORF lets cesl9nsa6tl foruse onNN4n MTex®axrxWms. TNsdesgn u Ease4 oNy Wm paramaem errnrn, ant braran headWel dd4ing mmpaner4.rM a sydem. Bella i¢e, Vre Gdtlmg desgnernudvarNytM1eappliraGlEy oftlorgn parmnelemell plopedy Exoryoralo Nla design Mo Ne ovem0 MTek' SuldintlNg Oadgn. 's aMaya mqulredlordagayentl to Pmem mOapsarraApessSle Personal NJaa W PnPeM Qams9e. Fageneml lmdanw p die fadlraldn, 0om9e,de0very,eredbn end lraorg oftmsses and Uuss sydems. s¢e ANSpTAt OaaDry Craerl4OSB-89 B9 WandBC5l BplldlnB Component aarra'M E+aehLL SmeNlMarmffilpn evapa5le aprn TnasPWelnstla6a.21a N.Lee'.ireel,5dta a12,AbxarddA VA 22914. Tampa, FL 3a610 Job Tress TmssType Oy, Ply Coasml Construction Levesque Res T19135984 LEVESQUE RES CJ3B Caner Jack 4 1 - Job Reference o tionel BuildersFirst Source, Plain City, FL-32566, 8240 s Dec 6 2019 MTek Industries, Ifm. Tue Jan 1414:42:M 2020 Pagel ID:JtHSm VePGl3hfwsRWAELZzvS7N-Ix6nd(yjp3alpb7kOa30BIF6jcC2uvD3NaOlu,MZVPZ4 Scale=1:14.2 Plate Offsets (X Y)- r1:0-2 11 0-141 LOADING (psi) SPACING- 2-0-0 CSI. EFL In (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.00 4 >999 180 BCLL 0.0 ' Rep Sffess Ina YES WB 0.00 Ho2(CT) 0.02 2 Na Na BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight 161b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD REACTIONS. Oblsize) 2=781Merhanifal,3=-380/Mectlarucel,4=5171"-O Max Hoe 4=91(LC 12) Max Uptdt 2=91(LC 12), 3=380(LC 1), 4=135(LC 12) Max Gray 2=98(LC 19). 3=116(LC 12), 4=517(LC 1) FORCES. (lb)-Max.CompJMax.Ten.-Agfor 250(lb)oriessexceptwhensho - SWctuml wood sheathing directly applied or 3-0-0 oc purlim. Rigid ceiling directly applied or 10-0.0 oe bracing. NOTES- (6) 1) W nd: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2W,, BCDL=3.Opsf; h=35ft; Cat. I I; Pxp D; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cariglever 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 buss has been designed for a 10.0 pad bottom chard live load nonioncurreh with any other live leads. 3) ' This buss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Referto girder(s) for buss to buss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift aljoim(s) 2 except ("- b) 3=38D, 4=135. 6) "This manufactured product is designed as an individual building component. The suitabigly and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 'Jcaqulfi Voi6i PE 9017182 ;MRek USA; Ine.FLCed Bam4 _- 6904 Partial East Byd.Timpa FL 3361D: Dale:. January 14,2020 ®wanhava-wrydesleepvanafera sndR Nor ON MAND MCLBDW IMMIN Iff7ER MPAGE1 7473nv. 10024M156EFOREIRE. Design wad M use ardy weh INTeMoonrdtm Ibis design is based onN Won parmlMan Wheel, and! Is M an eNividual sending oonpmem,nM a buss system aefnro use. the building designer mint Krh)(Du appOmWEy of design paremelen and properly swerpomteM design Into the ewme buudingdasign. Bmdngindxated is to prevem bud6np Wb?m'dualWssweb andl5rtlnrd membam onM AddNomliempomryand pamanem paring MiTek' is always requted Msubley end m Pasant meapsawea possale perswul Npgmtl propMy damage. FalAneml pvidanm myNhp Iba 2bdWbn,4aapa, duesery, eredbn erW traUrg olWaes endbuaa sydema,see ANSVIRf Duafby Ldmd&O5Ba9 and BLSI leuOdlnBeompdnenf T.Pedro East Bhd. Serarylnlonna5an erdibblehan Tess Rafe lnd0da, 215 N. iseSmtl, Su4e 312.AbxmrMa. VA iTd14. Tampa. FL 36810 Job Truss Ty Oty Py Coastal Conshuclon_Lavesque Res T79135985 LEVESQUE_RES CJ5 [Z,-erJpck 12 7 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 824o s Dec, 6 2019 rag ten inausmes, im me Jan T414A&M ZUZa rage! ID:JtHSrrVepG73mwsRWAELZzvS7N-mefBBjRqutgDHJC7mvDHSfreCN6efJWP41REPZVPZ3 660 S-0-0 LOADING (psq TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x6 SP NO.2 BOT CHORD 2x6 SP No.2 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017frP12014 Scale -1.20.5 1.5X8 STP = Cat. DEFL. in (lac) Well L/d PLATES GRIP TC 0.26 Vert(LL) 0.01 34 >999 240 MT20 2441190 BC 0.40 Vert(CT) 0.01 34 >999 180 NB 0.00 Horz(CT) 0.05 2 Wa We Matrix-P Wright 261b FT=20% BRACING- • TOP CHORD Structural woad sheathing directly applied or 5-0-0 Do pur ins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 2-133/Mechanira1,3=114tMedtanioal,4-346/0-6-0 Max Hoe 4=164(LC 12) Max Uplift 2=154(LC 12), 3=114(LC 1).4=91(LC 12) Max Grew 2-168(LC 19), 3=58(LC 12), 4=346(LC 1) FORCES. (lb) -Max. CompJMa Ten. -All forces 250 Qb) crlessexceptwhen shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=139mph (&second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps :. h=35g; Cat II; Exp 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 2) This buss has been designed for a 10.0 pat bottom chord live load nuncuncurrentwith any other live loads. 3) • This truss has been designed for a live load of 20.Opsf an the bottom chord in a8 areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Wss to bearing plate capable of withstanding 1001b uplift atjoint(s) 4 except (it -lb) 2=154, 3=114. 6) "This manufactured product is designed as an individual building component The suitability and use or this component for any Particular building is the responsibility of the budding designer per ANSI TPI 1 as referenced by the building code:" :Iczgaid VWi PE hila182 ,Ml7ak U9A; Ine_ FL Oeit 663/:_ _ _., 6904 Parks East B1rd.Tempa FL 33610: Dais: - January14,2020 ®WANMNO-Vmirydulmnpuannlas andRFAD NOTES ON MSAIO rNLWaIDIIeTEN RFJERENLE PAGEfATQ2 m. 1001NOI6BEFORExrtc*� Design valid br usedgwin ,,,W meems.Tevdesign is based 0*Wan paamdens shown, and is rm an Ndiinval Willing rnmponem. ixt a Wss system eefine ase, 0e bugdmg desigrer=A verilyW eppxraWOy of design pmameknaM pmPeMsx xifie Ws design Wto the overal r bundingde90l. Badngindirateda to pavard buGring NWGsWual Wss web androra memDemcnv. AddrbiulienryoaryerApermaneidmadig MiTeke tsalsayssegored/or dsWlby rscbsn ewNwgf%Mpossebpersmal s.siss dPapmt 1v m sfI agenealg�iesW mperdn9 Ne fabayinibd4age, degwry. ared'mn ruW Watlrg olWs21 endbuss sydemsa3t ANSVA Wagq Crlbrf; OSBa9 ondBCsf Building Component 6gas Pane best BtA. Safeylnbnnatlon evalablafmnTwsPhta lnsxLde, 2la Ntse Street, Suae 3lt AlexaMna, VA 22311 Tempe,R 36610 Job Truss Truss Type pry ConsWdion_Levesque Res T79135986 LEVESOUE RES CJ5B ComerJadc 4 [ly 1 [owtal ob Reference o tional Bunoers rim aauroe, rwm 4nw, re-0w00, ...��.....,..........�.��.........,............... ........... .�.�..—.�____ _^_. ID:JtHSm VepGl3mwa;VWAELZzvS?N-EKDWyel4ibB7%d2uOhUOfggBITOjW6Zg2kn?mFnPZ2 2 1.5xa STP = Scale =1:20.3 LOADING (psp SPACING- 2-D-0 CSL DEFL. in (too) Vdeg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ved(LL) 0.01 34 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 t BC 0.43 Vert(CT) 0.01 3-4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.05 2 We nla BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight 261b FT=20% LUMBER- BRACING- TOPCHORD 2x6SPNo.2 TOPCHORD Structural wood sheathing directly applied or 5-0-0 oe pudins. BOT CHORD 2K6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/srze) 2=1321Mechanicel, 3=111IMechanical, 4=341/0-8-0 Max Hom 4=152(LC 12) Max Uplift 2=153(LC 12), 3=111(LC 1), 4=91(LC 12) Max Grav 2=166(LC 19), 3=57(LC 12), 4=341(LC 1) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250 (b) orless exceptwhen shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult-139mph (3-second gust) Vasd=108mph; TCDL-4.2pst, BCDL=3.Opsf, h=35ft; Cat. II; Exp D; End., GCp7i=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 psf bottom chord live load nonconcurrem with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except at -lb) 2=153. 3=111. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ;Joagbin voloz;Pe Bo:e0m; ,WIrrek USA; .Mi. FLC846034-, ;6904 Parka East Blvd. Tpmpp.RABID: Diti' January 14,2020 ®WANNINa-Vegy dm/pnpwnatrw andRl:AO NOTES ON tips AND INCWOEa MDEKREFERENCE PAGE M0.74ra.. 1GOV2015 BEFORE USE Design saadforuw onywM MRex®wnnedem. T 13 design debased only upon pexedders shown,eM Is Wan IndnlOval bmWing component,rM a Wsssystem.Beforeuse,habuiNhgdeapermuMvmgyheapplicMofdesipnpeeamet mdpm rtyhmWWo Wsdesignmtomoverall buBdbigdesign. Beating Indicated late peasant bucNhg id inCNdual Was web snifter choel memberseny. Addamnal temporary antl pemleneM badrg WOW la eMeye requVM farsbM@yand to prewM mlapw wlh possbm personal injury ertl pmpeM damage. FW general guidanceregedhg he fabrication, doeage, dellwry,erwion end bade, Ofbusses and bass systems, we ANSVrP11 G0AM Ddtede, DSa OndB= Building Component a904PafleBbIBNd. Selelylnformadan araBable been Truss PWe Insi 218 N. Lee 6Vee1, suds 312 Alaxandda, VA 22314. Tampa, FL 36610 Job Truss russ Type Ply Coastal ConsWdion Levesque Res T79135987 LEVESOUE_RES OGR Hatt Hry Ggder �Qy 2 7 Job Reference tlonal Builders First Source, Plant City, FL-32566. U24U s Dec E zula col l ex mousmes, ma i us 4an rn wnz:w zu4u Pager ID:JtHSrrVepGl3hfmRWAELZzvS?N-jWnu9_IhLV7OSaTDFB=Ntkg10756Z_pGOWIJhzvPZ1 44.8 448 0.7A r 4r(3 1.51E STP = LOADING (psf) SPACING- 2-0-0 Cat. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 Rep Stress Ina NO WB 0.05 BCDL 10.0 Code FBC2017ITP12014 Mallbr-P NAILED 4wS = DEFL. in (loc) 1/dell Ltd PLATES GRIP Vert(LL) 0.06 34 >999 240 MT20 244/190 Ved(CT) -0.08 34 >675 180 Hom(CT) -0.00 3 n/a We LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=50111V!echaniol,4=7141D-8-0 Max Horz 4=237(LC 5) Max Uplift 3=622(LC 5), 4=363(LC 8) Max Gram 3=695(LC 32), 4=714(LC 1) FORCES. (Ib) - Max Complivax.Ten. -All forces 250(lb) orlessexceptwhen shQNn. TOP CHORD 2-3=2861337 Scale =124.3 Weight: 391b FT=20% Structural wood sheathing directly applied or 5-0-0 ce pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 w bracing. NOTES- (12) 1) Wind: ASCE 7-10; Vu"39mph (3-second gust) Vasd=108mph; TCDL=4.2psF, BCDL=3.Opsf; h=35ft; Cat. II; Exp D; End., GCpi=0.18; h1WFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom lord live load norxsncument 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-&0 tall by 2-G-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to hearing pate capable of wd listanding 1001b uplift aljoim(s) except (jt=1b) 3=622, 4=363. 6) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3.10d Truss, Single Ply Girder) or equivalent at 1-0-12 from the left end to conned truss(es) to from face of bottom chord. 7) Use Simpson Strong -Tie WS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 3-0.12 from the left end to conned truss(es) to front face of bottom chord. 8) RII all nail holes where hanger is in contact with lumber. 9) "NAILED"indicates 3-10d (0.148937 or 2-12d (0.148"x3.250) toe -nails per NOS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1261h down and 284Is up at 4-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) "This manufactured product is designed as an indwidual building component. The sudabi city and use of this component for any particular building is the responsibility of the bmlding designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=125, Plate Inamse=125 Uniform Loads (plf) Vert 1-2-54, 3 a- 0 Concentrated Loads (Ib) Vert: 5=99(B) 6=493(F) 7=376(F) 8=101(B) Joaqubi Vaiii PE No68197; .IBJek ll9A;tdc FL Ce1f6874'_ _,-, 6666 Parke East Blvd. Tampa FL'73610' .Data: January 14.2020 ®WARNINU•VeflydesfM Ian; anditEAOMOMS ON1,FSAIM IcLugEDaOrEIrREiEnENCEPAGE�7473rev.100Y1e16BEFORE ME. De,,Vv fat use "wan a6TeMconnedon.TNa design Is based.1yupon pargnmers ah.. and Is Man kxli ual budding onmponent, red .truss.yNem. Before use. the bu9dmg des,giermoi w*ete a okabileydoesigi pummlera aM pmpedy Incorporate W9 design Into the overall bu9dingdesign. Bradngindr MbtopmwMbuWiigot�lW webanNorO me mDNy. AddeionellempmaryeMpemaneMbedrO MTek' IseMays regvhMMateb9dyaMto Prmem DolepsewRi paaarb �r5M8inl�nY mid PmpeMdamdge. Forge. gutlenoeregardsgthe pont WNkalbn,storage, deliveawgaNefrtmry, eredbn and bmdm offrussea aM Wss syslema. sea Aw3 lQ-aw cm H4 O5889 DndBcw BDIId/ng Component 6906 Pars East Blvd. Two Plate InQA4e, 218 K Lee canal, sore 31Z Abe .VA 22314. Tampa,M 36610 Job Truss Truss Type Pty Coastal ConsWdion Lavesque Res T79f 35988 LEVESQUE RES EJ JetlaChsed �Qy 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566. 824D s Dec 6 2019 MTek Industries, Inc. Tue Jan 14 14.42:36 2020 Page t ID:JWSm VepG13hfmRWAELZzvS?N-iMu91hLV70SaTbFBmNtk9T03K6ZppGOWYJhzvPZ1 610E 6.10-8 3x4 112 1.Sx8 STP = Scale -1.26.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1'25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20177rP12014 CSL TC 0.43 BC 0.41 WB 0.00 MatrixSH DEFL. in Ven(LL) -0.02 Vert(CT) -0:02 Horz(CT) 0.00 (loc) I/de8 Ltd 3-0 >999 240 3-4 >999 180 3 Na Ids PLATES GRIP MT20 2441190 Weight: 41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 no, puffins, BOTCHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lblsize) 3=101/Mechanical,4=330/0-8-0 Max Horz 4-237(LC 8) Max Uplift 3=143(LC 8), 4=152(LC 11) Max Gray 3=193(LC 18), 4=381(LC 22) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 2500b) orless exceptwhen shown. TOP CHORD 1-2=258/233, 2-3=329/319 BOT CHORD 1-4=335/400 NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3secend gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=35ft; Cat II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 6.8.12 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 2) This truss has been designed for a 10.0 psf bottom chord live load monconcument 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 3b0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100lb uplift at joint(s) except (jt=1b) 3=143, 4=152. 6) Standard loadcase(s) has been removed. Building designer must review loads shown to verify that they are correct for the intended use of the truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) 1) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ph) Vert: 1-2=44, 1-3=20 2) Dead +Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-2=14, 1-3=40 Jwljufn Volai PE No.i4t8 1 3) Dead +0.6 C-C Wind pos. Internal) Case l: Lumber Increase=1.60, Plate Increase=1.60 ,A4TA USA; Inc:F4Cape634;_ 9904 Parka East Blvd. Tampfl."llt0: Data: January 14,2020 Continued on dome 2 ®detrnDn-VwilydaLpnpaamatwa andwEJIDNOTE3 ONTNla ANDINCLUDE010rEKNEFERENCEVA0EN6]Ir9 m. 101di aEFOREIRE Design valid fa use wtf Whh MTex®cbinegom. ]Na design Is based only upon parameters shaven, and Is foran gdMOsal taking mmponem not RSHItlY a truss system. Before use, Me bulking designer Must wry me applicabilly of design paremetem and Miserly Ncolponsi Ws design into use mist buadngdesign. IS to prewmgWi,g olbkiNdual truuwM enwar MON memxnany.A axnitempomry and perrianemtsacig ��-���•YYWW�� MiTek' is abaya reputed forstabtay and top &wrl mdapsawiN poselble pon onal Injury and property damage. Fa geneml gWdanca regarding the sorwion,Momge, deliveryry eregbnendtWBIA dfik2l8 nd WsswatSao3i dda.VA rl14. Crttede, OSBA9 end BC5l Bugling Component solerylnyameaon awWb'labwn Trues Plate lnatlNe, 2le tl l.ee Street. aorta 3lP, Aerandda, VA 22314. Toxic parka EasID Tnnpa, FL 36610 Job Tfuss Oty Pry Coastal Construction Levesque Res T79135988 LEVESOUE_RES Ed [a"Twa adc-Clod 2 1 Job Reference(oplionafli Builders First Source. Plant City, FL-32566, 8240 a Dec 6 2019 MTek Industries, Ilse Tue Jan 1414A237 2020 Page 2 IDJIHSm VepGIWMRWAELZ"S7N-BiLGWnIJ6pFF4k2npvS7v5HKDPPZ103yV2G5r7zvPZ0 LOAD CASE(S) Uniform Loads (p8) Vert: 1-5=72, 2-5=60, 14=95, 34=6 He= 1-5=81, 2-5=69, 2-3=75 4) Dead +0.6 C-C Wind (Pos. Ifdemaq Case 2: Lumber lncnr se=1.60, Plate Increase=1.60 Uniform Loads (plp Vert: 1-2--72, 1-4--95, 34=6 Hors 1-2-81, 23=47 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Leads (plf) Vert: 1-2=78, 14=3, 34=20 How 1-2=64, 2-3=69 6) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Irlcrease=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=78, 14=3, 34=20 Hof= 1-2=64, 23=53 7) Dead +0.6 MWFRS Wnd (Pos. Internal) Left Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2--10, 14=30, 34=6 How 1-2=2, 2-3=33 8) Dead +0.6 MWFRS Wind (Pos. Internal) Right Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (p0) Veit 1-2-28, 1-3=-6 How 1-2=37, 23=23 9) Dead +0.6 MWFRS Wind (Neg. Internal) Left Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=37, 14=16, 34=20 Holz: 1-2=23, 2-3=11 10) Dead+0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Undolm Loads (plf) Vert: 1-2-1, 1-3=20 How 1-2-15, 2-3-45 11) Dead +0.6 MVJFRS Wnd (Pos. Internal)1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=44, 13=6 Holz: 1-2=52, 2-3=28 12) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Incfeasc=1.60 Uniform Loads (pIQ Vert: 1-2=25, 13=.6 Holz: 1-2=33, 23=13 13) Dead +0.6 MWFRS Wad (Pos. Internal) 3d Parallel: Lumber Increase 1.60, Plate Increase=1.60 Uniform Loads (pill) Vert 1-2=44,1-3=6 He= 1-2=52, 2-3=28 14) Dead +0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Veit 1-2=25, 1-3=6 Horn: 1-2=33, 2-3=13 15) Dead + 0.6 MWFRS Wind (Neg. Internal)1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2--17,1-3=20 How 1-2=31, 23=7 16) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Leads (plc) Vert 1-2=-3,1-3=20 He= 1-2=11, 2-3=35 17) Dead: Lumber Increase=0.90, Plate Increase=0.90 PIL meta1=0.90 UnHoml Loads (plf) Vert: 1-2=14,13=20 18) Dead +0.76 Roof Live (bail.) +0.76(0.6 MWFRS Wnd (Neg. Ira) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2-62,14=7, 34=2D Hors 1-2---18, 23=9 19) Dead + 0.75 Roof Live (bal.) +C.75(0.6 MWFRS Wind (Neg. Ira) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert 1-2=-33, 1-3=20 How 1-2=11, 2-3=33 20) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Ira) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plp Vert: 1-2--21, 13=20 How. 1-2=23, 2-3=5 21) Dead +0.75 Roof Live (bad.) +0.75(0.6 MWFRS Wad (Neg. Ira) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.6D Unicorn Loads (plc) Vert 1-2=35, 13=20 Holz: 1-2=9, 23=26 22) Reversal: Dead + Roof Live (balanced): Lumber Increase1.25, Plate Increase=1.25 'eminued on oacre3 ®WARI4Ne•VarllyddpnpuamerrearndREAp NOTEa ONTMSAMadlXUDEDWfEI(REH6f](LE PAGaIf&7Q4 m.fineN10f4BEFOREI/sE �� Doal� rap4 M u»oM'Iviul A4Tel®wnm+2ors.lt6c desl�l b pama orM Won PN�en apron. eM Is loran 6miNtlual Witling cmnDoneln. nd wss ryslmn Before vm, an gwl4bry 4paipnernuslvemyNe Wp4etilMot4esign paremelelsaM DmPeM hlcotpomte IrJa 4esgn Imo lire overe0 pup4inp 4ep'rypl. arddng b4cale4lslo prevaN puGplg mplGYkl,plwvvM elm/orrJpmd membenony. Pd4iliolal lemppnry mb peimanem tratlrp MTek' is epvays re9pked fm WbT%eiM to pmewm mlapse HnpoavDle personal6Q,vyaM gopedy 4emage. Frc general glEGen®repemNg Ne la ay/a,sromeg44olpery eft=T sp olnN e,21aerMwssrystem e3l ANSVAM14ally Cdbd4 OaBd9 en4eC91 Bullding Component Tam Parke Mal) SOIorylMorneNpn arularylefram Trees Ptale ln9Ma, 21a DLlm SVeel, Side 312, Aknam44e, VA P914. Tempe, FL Mall) Job Truss Truss Type ply Coastal Constiuelior Levesque Res T19135988 LEVESOUE_RES EJ Jado-Closed �Qlhy 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8,240 s Dec 6 2019 MTek Industries, Inc Tue Jan 14 14:42:37 2020 Page 3 ID:JWSm_VepGl3mwsRWAELZzvSYN-BjLGMJmJ6pFF4k2npvS7v5HKDpPZA3yV2G5r7zvPZ0 LOAD CASE(S) Uniform Loads (plc) Vert: 1-2=54, 1-3=20 23) Reversal: Dead + 0.75 Roof Live (balanced: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pil) Vert: 1-2=-44, 1-3=20 24) Reversal: Dead: Lumber Increase=0.90, Plate Increase=0.90 PIL metal=0.90 Uniform Loads (plt) Vert 1-2-14, 1-3=20 25) Reversal: Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=72, 2-5=60, 1-0=95, 3-4=6 How: 1-5=81, 2-5=69, 2-3=75 26) Reversal: Dead +0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pd Vert: 1-2=72, 1-0=95, 34=-6 How: 1.2=81, 2-3=-47 27) Reversal: Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1-60, Plate Increase=1.60 Uniform Loads (pd Veit 1-2=78, 1-0=3, 34=20 Hoe: 1-2=64, 2-3=69 28) Reversal: Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plp Ved: 1-2=78, 1-0=3, 3-0=20 How: 1-2=64, 2-3=53 29) Reversal: Dead + 0.6 MWFRS Wind (Pas. Internal) Left Lumber Increase=1.60, Plate Increase=1.60 Unifoml Loads (plf) Vert 1-2-10, 14=30, 34=8 How 1-2-2. 2-3-33 30) Reversal: Dead + 0.6 MWFRS Wind (Pas. Intemat) Right: Lumber Increase=1.60, Plate Increase=1.e0 Uniform Loads (pit) Vert 1-2=28, 1-3=6 Hoe: 1-2=37, 2-3=23 31) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) Left Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2-37, 14=16, 34-20 How 1-2=23, 2-3=11 32) Reversal: Dead +0.6 MWFRS Wad (Neg. Internal) Right Lumber Increase cl.60, Plate Inci ase=1.60 Uniform Loads (plt) Vert: 1-2=1, 1-3=20 How 1-2=15, 2-3=-45 33) Reversal: Dead +0.6 MWFRS Wind (Pas. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=44, 1-3=-6 How: 1-2=52, 2-3=28 34) Reversal: Dead + 0.6 MWFRS Wnd (Pas. Internet) 2nd Parallel: Lumber Inaeast=1.60, Plate Inaease=1.60 Uniform Loads (plc) Vert 1-2=25, 1-3=6 How 1-2=33, 2-3=13 35) Reversal: Dead +0.6 MWFRS Wind (Pas. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Unicorn Loads (plf) Vert: 1-2=44, 1-3=-6 How 1-2=52, 23=28 36) Reversal: Dead +0.6 MWFRS Wind (Pas. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plt) Vert: 1-2=25, 1-3=6 How 1-2=33, 2-3=13 37) Reversal: Dead +0.6 MWFRS W nd (Neg. Internal) list Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pd Vert 1-2=17, 1-3=20 How 1-2=31, 23=7 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 1-3=20 How: 1-2-11, 2-3=-35 39) Reversal: Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Ira) Lem): Lumber Increawol.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=62, 1-4=7, 3-0=20 How: 1-2=18, 23=9 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=33, 1-3=20 How. 1-2-11, 2-3=33 41) Reversal: Dead + 0.75 Roof Live (bet.) +0.75(0.6 MWFRS Wind (Neg. Int) lift Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on none4 ®WARMND-VglrytlNpnpvamsrw and RFADNoms oNms,uad INCLNDED1OfEK NEFERENCEPAGEN6TMrvv, fpgYlW66EPoRE USE Design valid for use onywM AAeI:®mnnedom. This design Is based only upon parameters shown, and braes bdlNduM ImBling mmpon M, net a Was system. Wore use, the bWldmg designer nmdwell hie applicability Ntlesign parameters and pmpay6rcorpardte Nis design WOVe overall BmdnglndWW Is to MNdiNdualtmu web endlor NOM membemany. Addtllonaltempaary and permeneMbacing WOW Wgdingdasign. pmreMburklbp Is sways ratubed for sfatd dyand to parent aAapsowM possible personal Injury and prop" damage. Fa gerami guldare maadling Ne febrkmion,Nonage, dNNaryryeredbn and Medeg of basses and bass systems. see ANSprHl Goodly Crllerfe, DtB and BCSI BuVmnD Compenom SaratylMorrnedon evaibElaman Truss Plata lasVwte,218 N. Leo Base. 8uVa 31Z Alexantlda VA 12314. 6901 Palle Eaet BIM. Tampa, Ft. W10 Job Tress Tress Type Qry Py Coastal ConstructionLavesque Res T19135966 LEVESQUE_RE6 EJ Jatic-Cbsad 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, U.240 S Uec U Zulu MI Ielc measures, Inc. I us dan is 14:4Z:31 ZU20 rage 4 ID:JtHSm_VepGl3mwsR WAELZzvSMBjLGMJrtU6pFF4k2npvS7v5HKDpPL03yV2G5r7zvPZ0 LOAD CASES) Unifonn Leads (PQ Vert: 1-2=21, 1-3=20 Holz: 1-2=23, 2-3=5 42) Reversal: Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Incn ase--1.60 Uniform Loads (plQ Vert: 1-2-35, 1-3=20 Hom: 1-2=9, 2-3=26 ®WAR--VM&aalpnparawrorsWaf E WO ONTNSAMfNCLUVWi1ffEKREFEREWEPADEA 7mray.10=201I6BEMMWE Design vald ra ass adywn MRek®mnnetlom. This deskfn is based ony upon paramelen blown, ell is ror an In Mduai b"mg mmpmerq fiat o` a truss "am. Before use, the buldmg dedgnernrM yedy Neappleablly or design parameter, all pmpedy lnmmaala Nisdesipn Into the osvrm is an&a Oodmemberscnly. Addlic Milmapomryandpamanentbradag MiTek' buldingdesign.&adnglndicated to pmvemburhlNVhdiVdua1maa;mb Is allays regaled ror slantlyand to pmvesn mlapsewtln poss0le personal b9aY ell pmpemydamega. Fa general guMence mperdl9 NQ seat,ion,stomge, delivery erann Tmadpar, In IAe. 21 KUs Smam.SW me VACdbrla, OSBd9 endaCSlBUEdfng ComponeR Salary lnlamatlon evaWNlafmn Tress Plate lnslhde, 2laR Lea mrmt. SWIG 312, Abyandda, VA 22314. 6901 Tampa, FL Fast Blvd. Tempe, FL 38610 Job Truss mss Type Dry Py Coastal Conswrdion_Levesque Res T19135989 LEVESOUE_RES EJ7 J.a_Open 12 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 1.5xa STP = 8.240 s Dec 6 2019 MTek Industries, Inc. Tue Jan 14 Scale -1:26.4 LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Ina YES Code FBC2017ITP12014 CSI. TC 0.36 SC 0.43 WB 0.00 Matrix-SH DEFL. in Vert(LL) -0.02 Vert(CT) -0.02 Hoa(CT) -0.03 (loc) Well Lid 3.4 >999 240 3-0 >999 180 2 rda n/a PLATES GRIP MT20 244/190 Weight: 36 lb FT=20% LUMBER- BRACING. TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 co bracing. REACTIONS. (Ib/size) 2-137/Mechanical,3=10/Mechaniral,4=38770-8-0 Max Ho¢ 4=215(LC 12) Max Uplift 2=176(LC 12), 3=10(LC 1). 4=-103(LC 12) Max Gm 2=181(LC 19), 3=59(LC 3), 4=387(LC 1) FORCES. (lb)- Max. CompJIVI . Ten. -All forces 250 (lb) or less except when shown. BOTCHORD 1-4=262/331 NOTES- (6) 1) Wind; ASCE 7-10; Vuit=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL-3.OpsC h=35ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C EMerior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-11-4 zone; cantilever left and tight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumerd with arty 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-&0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoim(s) 3 except at -lb) 2=176, 4=103. 6) "This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' r10"I'dhV61e4PE W.68182; MIT-1,USA; Ine2FL:Cee B834i_ _ 804 PaYda Ee><SIaTAmp;,FL 73670.` Dabs January 14,2020 ®WARMNO-Vasty Onlpnpalamelaaand REIa NOTES ON R[a ANOORWaEO AOIEK REPERENCEPAGEa0 T41a m. inaVT014BEPONEME 0esIgn vans car use anti wilt Wet sonnadors. This design is based ony upon pannanam shown, and Is Jar an NdMWal bWlEing compsnem, not a Wss system. Bata, use, the building designernu0l wilyrne appliraGNyoldoNgn pmamelersand pmpeMircaNalata Ws design Mo Me overa3 Nord Addblonal tempomy and breast, �VY�• Mffek' buildingd"gn. Bradng lndluded lets present buciding of NdlOdual truss web and/of members, onti. permanent is always reguked rorstatileyend to prewldcogapse wim possible personal Nlury asd PmpeM damage. Far genefel gukance regartling tna tbdcalbn, sto29e, deliveryry erensTruss Mdte Inst e.21 N. buss,syetems,see Aia,VA Quality Mtda, OSBAe end BCSr BUBAnatomponenl Truss Plata lnstihda, 219 N. Lee aVeel, suite 312, Alaxantlde, VA 22314. earl Pafke East ONd. Tampa, FL 36610 addylnbrmetlon avaitblehan Job Truss Tmss Type ON Pty COaStal ConsWcBon_Lavesque Res T19135990 LEVESQUE_RES EJ78 Jatic-0pen 2 1 Job Reference a 0onel Builders First Source, Plant City, FL-32566, 1.5x8 STP = 8240 s Dec 620191ATek Industries, Inc. Tue Jan 1414A2:38 2020 Page 1 ID:JMSm VepGl3hfwsRWAELZzvS7N-fwfabrat6N6iudzMi=MSIpW3Dj3aTI61d7fNMPZ7 Scale =126.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lna YES Code FBC2017rrP12014 CSt. TC 0.36 BC 0.46 WB 0.00 Matrix-SH DEFL. in Ved(LL) -0.02 Ved(CT) 0.01 Hofz(CT) -0.03 (too) I/deft L/d 3-4 >999 240 3-4 >999 180 2 We nla PLATES GRIP MT20 244/190 Weight 36 In FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. SOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 2-137/Mechanical, 3=9/Mechanical, 4=383/0-8-0 Max Horz 4=213(LC 12) Max Uplift 2=174(LC 12). 3=9(LC 1), 4=103(LC 12) Max Grew 2=180(LC 19), 3=59(LC 3), 4=383(LC 1) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250 Qb) orless except when shown. BOT CHORD 1-4=-259/327 NOTES- (6) 1) Wind: ASCE 7-10; Vint-139mph (3-second gust) Vasd=108mph; TCDL=i.2psf, BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Enci., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) 0-0.7 to 6-0.7, Irdedor(1) 6-0-7 to 6-114 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber D01_=1, 60 plate grip DOL=140 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcuaent with arty 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 380 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except (jl=1b) 2=174,4=103. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Goaquln Voles PE No.68182; �Mipk I19A,Ind. Fb'Wtt DOW- _ .. ;WOd Parka Eatl Blvd. Tpmpi FL 336101 ;Da1ii / January 14,2020 ®WARMNa-VMyaWlpnparonefan andR NOTES ON TIOSANDINCLUDWD KRVF NCEPA0ENM114r] nv. fa 0158E WIRE 1>olgn Vald forus, onVwM Mm M WnneCOR. Wsdeugn Is based Orly Upon Pm nonian shown. and Is fOren ¢MIINEYal b"hol Ump rOM ad a truss system. cabs use, De, Willing designermrst wrifyMe aopkeNdIrofdasgn painmetem and prep rty K, rule on design Nro Me move bullongdeslgn. Swung indicated istopmveMbuMllgoflndMtloeltrussweb andloronoldmembemonly. AddNunaltemp royandpermanerdbmdng MiTek' antlo,eedhad epstwOn ells,nes PropaM damage. Fm RyCal8uldanm =dBNe finmaWrion,d mafddeihn,ity Dun ssrwmlunvmmon delheabla man Two bmtllq afhuases andeeesryel. SWO 31 dd..VA iQaeltyComri; O5689 an4BC5r BUOGnBComPanrAl Sa/eylNormaSan available hen Truss Plate lnaN5e, 21e N.Lea SlreeL 3ulle ell, Nexantlria, VA 2231 x. Tam Parka Eas161vtl. Tempe. FL 38610 Job mss Nas Type Qty Coastal Conshudlon Levesque Res T19135991 [Him LEVESQUE_RES HJ DiagorW Hip GiNer 1 [ly 1 Job Reference fopUono Builders First Source, Plant City, FL-32566, 8140 svea 6 anc Muea inuuamca, me. T.6 a...14. nc.egar ID>IWSm VepG13h1WsRWAEL2zvS7N.75T1n?WeQVrJ2CAWMb WMgUd2JJuhFyMlCuOzMZ_ 9A-7 9�7-75 9-0 7 0;48 3x4 11 front. = 1:30.1 3 4 NAILED 4.95 12 NAILFJ) 8 NAILED NAILED 4a6 i 7 2 i 3x4 = 9 a .a 10 11 5 3z4 = 6 special NAILED else = NAILED 2x4 It spatial NAILED NAILED 2 -2 -0 8-7-15 2469 1 615-11 Plate Offsets (X Y)- MD-0-6 0.0-71 LOADING (psf) SPACING- 2-0.0 CSI. DEFL, in (loc) /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.06 5-0 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.09 5.6 >831 180 BCLL 0.0 Rep Stress Ina NO WB 0.18 Horz(CT) 0.00 5 DID n/a BCDL 10.0 Code FBC20171iP12014 Matrb(SH Weight 631b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Stmcural wood sheathing directly applied or 6-0-0 DD purling, BOT CHORD 2x6 SP No.2 except end verOds. WEBS ZA SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/slze) 6=32710-11-5.5=97/1viechaniral Max Horz 6=252(LC 23) Max uplift 6=744(LC 4). 5=395(LC 5) Max Gmv 6=720(LC 35). 5=299(LC 32) FORCES. (Ib)-Max. Compjtwl .Ten. -All forces 250111) orless exceptwhen shown. TOP CHORD 1-2--355/579, 2-3=2661113, 35=21SIZ72 BOTCHORD 1-6=-450/369, 5.6=5341340 WEBS 2-6=728/376, 2-5=259/455 NOTES- (9) 1) Wind: ASCE 7-10; VuR=139mph (3-second gust) Vesd=108mph; TCDL=4.2pst. BCDL=3.0psC h=35ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope); cerlulever left and rightexposed ; end ver ical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This tmss has been designed for a 10.0 per bottom chord live load nanconcumentwith any other live loads. 3) • This buss has been designed for a live load of 20.0pst 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 end any other members. 4) Refer to girders) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=1b) 6=744,5=395. 6) "NAILED" indicates 34Od (0.148X3") or 2-12d (0.14893.25") to&muls per NDS guidlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(5)114 Its down and 419It, up at 4.2-15. and 114 lb down and 419 Its up at 4-2-15 on bottom chord. The dedgntselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) a back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibSdy, of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (fill) '.Ioaquln VWi 'UcPE No:i182; Vert 13=54,33=54,1-5=20 Vert: 7=6(F=3, B=3) 8=114(F=57, B=57) 9=90(F�5, B=45) 10=383(F=192B=192) 11=108(F=54, B=54) 6TkUSA863 Concentrated Loads (lb) 163dBhrd.Til F'L '3_7_610-'_ Dab:, January 14,2020 ®WARfaxO-VmlryWlynparamares anaREADNOTES aNTNS AHO nla.WmbBRNREf£RExCEPAGE1fA1lr]m. faAVlE14BF3DRE weE Design void fat use onlywdh L4TeL0mrmedar. TNa Ensign is based, only upon permnden sbo an, ant Is for an NGrvNual bmlding coma cold, not a Was system. Before use, use Insigne designer must serlyine epprrabgby oceslgn parameters OM prepaM hmrpeale We daurn into to overall pWdNg dadgn.Brad, indxelM in to pnaent buQfng ofaccvs lNos vr9 and/or ebwd member ally. AEEBmal Innxwrsry ant pennanerd basting Welk" la allays requEM brsbGidyaMM pmerdmlapseedtl possIDie permW Njmy ant praperydamege. Fa gemrel giiEama IegaNbg Na (abdcAbn, slora9e,delivery, ensdoneM bradn9 olNasaand Was sySems,see ANSVTBf Daallry DdYSIe, O5Bd9endBCal ButWlnp Danponen M19 swao'Inaormatlan aaN. fmnTnsa Plate Nslibao, 2te N. Lee StrmL 91ae 312AkaahMa, VA 22314. Torcps MIBALL Tampa, FL 3661a Job Truss Truss Type Dry Pty Coastal Conshudion Lavesque Res T19135992 LEVESOUE RES HJ7 Diagonal Hip Girder 3 1 Job Reference loplionall Builders First Source, Plant City, FL-32566, 024U s uec b zui s nu i en mdusmes, mc. rue um s4 wvrzwr rums raga i ID:JtHSnL,VepGl3mwsRWAEL7zvS?N3UbnChpgAl IhZMLY21X34xRx9RhgnorYO9EJmvPYy 410.t 9-10-1alai I 411-is -- -- Scale-117.5 NAILED ase II Special RAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (I=) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.11 4-5 >701 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.16 45 >481 180 BCLL 0.0 Rep Stress Ina NO WE 0.14 Hom(CT) -0.10 3 Na n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 501b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0" oc pudins. BOT CHORD 2x6 SP NO.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 ac bracing. WEBS 2x4 SP No.3 REACTIONS. (Iblslze) 3=166/Mechanical, 4=63/Mechanical, 5=336/0.11-5 Max Ham 5=215(LC 8) Max Uplift 3=269WC 8), 4=206(LC 19), 5=733(LC 8) Max Grad 3=197(LC 35), 4=131(LC 24), 5=710(LC 35) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sham. WEBS 2-5=629/476 NOTES- (10) 1) Wind: ASCE 7-10; VuIt-139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.opsf; h=351t; Cat. II; Exp D; End., GCpi".18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss, has been designed for a 10.0 psf bottom chord live load nonconcurrem vdth 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding IOD Ib uplift atjoint(s) except (j1=11d) 3=269, 4=206, 5=733. 7) 'NAILED' indicates 3-1 Od (0.148' A3°) or 2-12d (0.148"x3.25") toenails per NOS guidlines. 8) Hanger(s) or other connection device(s) shall be provided suf ident to support concentrated load(s) 114 Ito down and 419 Its up at 4-2-15, and 1141b down and 419 Ib up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 'This manufactured product Is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=54, 1-4=20 - Concentrated Loads (Ib) Joagbin VOIbiPE No.Be1B7y Vert: 6=6(F=3, B=3) 7=114(1`=57. B=57) 8=90(F= 45, B=45) 9=383(F=192, B=192)10=108(F=54, B=54) MIT�N,U9A; Inc-FL'C�it 8874; 69g,4PadL East Blvd Tampa FL Sg6101 Data: January 14,2020 ®WARMNO. Vedry EdpnpuemNra vnd READ MOM ON WS AND INCLUDED N)n:N REFERENCEPACE 111147472 m. fD0N1al4 BEFORE USE. Design wad for use onlywgb Meek® cenneuars. This design is based only upon paremders shown, and Is far an Individual budding wmponed, net q` ��• a tress system Barwa use, are bussing designer must wdy the appacatildy of design peremeteis arse property hrdporele ihis design mto Itre overall build'mgdeelgn. Beating indicated late prewnt budding dindmdual truss web andforcbordmembers only. AddNonel tamporery eM partnered bracing MT81C PmpeMdamage. reregangn9No cabpaand is etways requaMfor M.Q nedeyu. e,s.M Quality crawls, fabrication, storage, doliwryry ereoion end brew9d Wasee entl Wes syrtems, eee ANSVrHf Duality LrNeri4 OSBa9 endBCSl Bulld/ng CamponaN led.Prewdving of Sdefy ld4rtnatlon evapabb ham Truss Plate lnNhde, 2la Rt lee street. S,tla]12.AbunMa. VA 22311. 690d Parke Ease BNd. Tampa, P. stare Job mss Truss Type Oty Ply Coastal Consfineian_Lavesque Res T79135993 LEVESOUE RES HJ7B Diagonal Hip Ginter 2 1 Job Reference o done Builders First Source, Plant City, FL-32566, u.zqu a um o [ma not ex trousmes, usu. me aan i4 m4z tic 2626 rauv , ID:JtHSrFVepGl3hfwsRWAEVivS1N-Xg8901gSxLlYAVwIbS21c6L63g1AWF6hfi(zsVLzvPYx d-10.1 1 9-10-1 ' V02-Ll1 I 4-1" ' Scale=1:27.3 NAILED 3* II Special NAKED NAILED LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 " BCDL 10.0 SPACING- 2-0.0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC20177fP12014 CS'. TC 0.88 BC 0.71 WB 0.14 Matrix-SH DEFL. in Ved(LL) -0.11 Ved(CT) 0.16 HOa(CT) -0.10 (lac) I/den L/d 4-5 >708 240 4.5 >493 180 3 Na n1a PLATES GRIP MT20 244l190 Weight: 50 In FT=20% LUMBER- BRACING - TOP CHORD 2(6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10*-0 Do bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3=165/Mechanical, 4=60/Mechanical, 5=343/0-11-5 Max Hoe 5=213(LC 8) Max Uplift 3=265(LC 0). 4=200(LC 19), 5=722(LC 8) Max Gran 3=196(LC 35), 4=130(LC 24), 5=708(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=623/471 NOTES- (10) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psF BCDL=3.Opsf,, h=35ft; Cat. It: Fxp D; End., GCp1=0.18; MWFRS (envelope); cantilever lee 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 nommncunent with any other live Inds. 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 will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except (jt=lb) 3=265, 4=200, 5=722. 7) "NAILED" indicates 3-1 Od (0.148'4") or 2-12d (0.1485C3.25") toe -nails per NOS guidlines. 8) Hanged(s) or other connection devim(s) shall be provided sufficient to support concentrated load(s) 1141b down and 408 to up at 4-2-14, and 114 Ib dam and 408lb up at 4.2-15 on bottom chord. The desigulselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, leads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-3=54, 1-4=20 � - Concentrated Loads (lb) ;Jonah ri Vol Ini. FL -Cart 821 Vert: 6= 4(F=2, B=-2) 7=112(F=56, B=56) 8=90(F=-45, B=-05) 9=375(F=187, B=187)10=106(F=53, B=53) ,ftbTsN USA; Inc: FL CM 6871; 6904 Perko East Blvd. Tpmp4.FL 73610: Ua_te_ . January 14,2020 ®wANNul;a. tlnslpn paremelsn antlNEADNOlES ON MSANDINCLUDEDAaRENREFER MPA0Eh1p7MT 10.9]/1015DEiOREWS Designs dtar use onlywxh NRek®wimeuors. This desbn Is baled unh upon parsmetais Moan. and is for an InWWduel building campm,erd,nd 3 a irons system.Before use.the buidmg de9gnermusi hem, Me appricabTayofdesign p ossaMers and pmpedy Ncorpoataegs design Nb ON ovefeg buildOgdeslgn. Bredpwm W ng Indicated is to bucldhp ofindhldual ss web andlor MOW members onlY.AdddioiultempoAsq Md;a,nsMen1badng Mllr� e(• is allaya required for stabNy and to patent s tlapas with ponsSle penonel Injury and prOpeM damage. Fargenerel guidanm regaNMg Ne f80doAbn,mange, derrrery, Wonsan m n abroth,buss offausses and buss systems. sea ANS l OUAlly COMMA DSad9 and6a51 RO Ang Component Sarrtylntarmedon avalWbleoAnon Truss Plate Institute. 218 N. Lee Want. Sude 312. VA Mrs. 8906Padn Fast Bhd. Tampa, FL 36610 Job Truss Truss Type Dry ply Coastal ConsWcSon Levesque Res T79135994 LEVESOUE_RES HJD Diagonal Hip Girder 2 1 Job Reference tionel Binders First Source. Plant City. FL-326titi, o.24o a..a,.vaU. a.____._a_. ID:JIHSrrVepGl3hfwsRWAELZzvS?N-U3Gwgln7y8FOp47jt4mhZ3Tlei7 As6eSmDzvPYv 4.412 8.11-7 4-0-12 46-11 Scale =1:25.5 NAILED 3x6 II Special NAILED n. Jlea•: LOADING (psQ SPACING- 2-00 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.08 4-5 >896 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.12 4-5 >579 180 BCLL 0.0 Rep Stress Ina NO WE 0.12 Horz(CT) -0.09 3 We that BCDL 10.0 Code FBC2017tTP12014 MetrixSH Weight: 45lb FT=20% LUMBER- BRACING - TOP CHORD Zx6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x6 SIP N0.2 BOT CHORD Rigid ceiling directly applied or 1000 W bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3=150/Mechanical, 4=102/Mechanlcal, 5=326/0.11-5 Max Holz 5=196(LC 8) Max Uplift 3=-265(LC 8), 4=271(LC 19), 5=695(LC 8) Max Grow 3=206(LC 32), 4=131(LC 24), 5=669(LC 35) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250 Qb) orlessexcept when shown. WEBS 2-5=566/416 NOTES- (10) 1) Wind: ASCE 7-10; Vuft=139mph (3-seoond gust) Vasd=108mph; TCDL=4.2pst BCDL=3.0psF h=35ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcement 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-&0 tall by 2-0.0 wide rill fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Referto girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift aljoint(s) except W-11h) 3=265,4=271,5=695. 7) "NAILED" indicates 3-10d (0.148k3' or 2-12d (0.1485r3.25' toe -nails per NDS guidlines. 8) Hamill or other connection device(s) shall be provided sufficient to support concentrated load(s) 114lb down and 419 lb up at 4-2-15, and 114 Ib down and 419 lb up at 4-2-15 on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 10) This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building coda." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inaease=1.25, Plate Inort ase=1.25 Uniform Loads (plq Vert 1-3=54, 1-4=20 Concentrated Loads (lb) Vert: 6=-6(F=3, B=3) 7=114(F=57, B=57) 8=90(F= 45, B=-45) 9=383(F=192, B=192) 10=108(F=54, B=54) -JoaquiriVOFn PE No.4s1B3 ) ;MiT*%uM Ine..FLICerl BB34;, -_- N*Pa1As East Blytl.Tempa FL 33610: Datel. January 14,2020 ®wARMNO. VeritydWpnpeamat4n andaFAD NOTES ONFNS NCLWEONRENaEFERENCEPAGEp 703m.101G/2pISB6'OREIRE Design veld fa use onywlm Wek®mnnedors. This design is based only upon parameters shown, and Is for an Indmdual building oomponem, net a truss system Before us9.fhe bugdag deNgner m stwdythe app3mancy of design parameters ant property gNo"eato this design hdathe oser4Y ��-��•;��Y bulldingdesign. Bredngindicmed is to pmrombucidlgolindlNdualtrss web anworchontmembereonly. AddNomlterrywmry and pemanembradml MiTek* isaMayMubedPordaNihyandto Mew wUpwwMposmblepersonalinjuryantpmpeMdamage. Fa RneratgddwxeregaNmgthe fameadon,rivals, deNer, erection ant bradrg ofWssand Overry es asam,.. ANSpyNl Oupldp-Comd4 DS" and SCSI fiuOdina Component SM pals Fast Bl.LL Sunni, lnfomoeaon available from Tnua plaue tndeute, 218 N. Lee Qr aude 312. Almanddq VA=14. Tampa, FL 365113 Job Truss Truss Type Coastal Consbuciian Levesque Res T19135995 LEVESDUE RES MGR Monopkch Girder �Qty 1 [ly 1 Job Reference o tional Builders First Source. Plant City, FL-32566, o.cbVsvecbala mu ennmuwma, ,uc.,uoea,r ao, ID:JtHSm VepGl3hfwsRWAELZzvS7N-uey2TktbmlWgHHpiD7eTJCh2ArpkBYRobadAVzVPVs 5-0-0 i 500 i 1.5x8 STP = 2x4 112 4x6 = Scale =1:26.1 1,4 5-0-0 LOADING (pall SPACING- 2-0.0 Cal. DEFL. in (loc) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 3-4 >966 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.10 34 >579 180 BCLL 0.0 Rep Stress lncr NO WB 0.05 Hou(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 39 I6 FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purling, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 3=738/11ilechar ical, 4=996/0.8-0 Max Ho¢ 4=237(LC 5) Max Uplift 3=-405(LC 5), 4=-423(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- (9) 1) Wind: ASCE 7-10; Vult=139mph (3-sewnd gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Fxp 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) fortruss to truss connections. 5) Provide mechanical connection (by others) of truss to heading plate capable of withstanding 100 lb uplift atjoird(s) except (jt=lb) 3=405, 4=423. 6) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 3-0-12 to connect buss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). 9)'This manufactured product is designed as an individual building component. The suitability and use of this component for any padicular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2-54, 3-4=20 Concentrated Loads Qb) Vert: 5=-693(F) 6=692(F) Joaquin Velex4E No;66162; NiTek USA; Inc. FL'Catl 0834._,_� ;6804 PefNq East Blvd: Tpmpe:FL 83610i Date:.' January 14,2020 ®wAmylva. Vedydeslpnpsamoras mad REM NOTES ON Me AND WCWDEO earEK NEFENENCEPAGE am.7M ass. 10e3R045 BEFORE USE WE Naignvalid for use GorywithWeheWnnedo s. Tills design Is based only open p rammem shown. and Is far as individual bonding COmpMent.not ii���p� a Muss system. Seem use, the building designer must verify Me apakidAlby ordeslgn parameters and proper, NcorpoMe Mis deal, Into the overall buildingdeslgn. igaid,Indicatedlatepraw:MbuddingofNdindualbasswebandlorchardmembersdory. Addllblalumn daryendpe0nanembronirg MiTOW isatways required for stability and to pmlentoollapso with possWle perflonat injury ant proper, damage. Forgsoemtgwamberegamingthe Interceder. storage, delivery, ereOlon and binding efbusses and Wes Valens, we MSVTPff Ovally CdreOa, DSBae bad S= BYrsome Component 6104 Parlte East Bind. SafeylnlormNon available Mole Truss Piste Ins e,218N.Lae Street.Suite312,Nexandda,VA22314. Tampa, FL 36310 Job Truss Type Oy Py Coastal Construction Levesque ResT1913599fi LEVESQUERES TVT alley 1 1 Job Reference Mono of BMIders First Source, rant cny, rL-Jz000, 2x4 4 ID:JtHSm VepGi3hfmRWAELZzvS2N-q03pu0vriVmYWay5WOgxOdnRtfalfSljGVAkFRzvPYq 2x4 II 2 2x4 II 3 Srele=1:11.6 1 LOADING (psf) TCLL 20.0 TCDL 7.0 SCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017frPI2014 CS1. TC 0.13 BC 0.10 WB 0.00 Matrix-P DEFL. Ved(LL) Vert(CT) Horz(CT) in (hoc) net - n1a - 0.00 3 Ildell rda Iva nla Ud 999 999 Na PLATES GRIP MT20 2441190 Weight: 10 to FT=20% LUMBER- BRACING - TOP CHORD ZA SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins, BOTCHORD ZA SP N0.3 exceplendvedicals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=8612-11-9, 3=6612-11-9 Max Ho¢ 1=81(LC9) Max Uplift 1=34(1-C 12), 3=53(LC 12) Max Gray 1=86(LC 1), 3=105(LC 19) FORCES. (Ib)-M1rx.CompJMax,Ten.-Allforees250(lb)orlessexceptwhenshawn. NOTES- (6) 1) Wind: ASCE 7-10; Vuh=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCDL=3.0psf; h=3511; Cal. It; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Eldefior(2) 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcumem 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-&0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoird(s) 1, 3. 6)'This manufactured product is designed as an individual building componerd. The sukabTity and use of this Component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' JBequin Volt PE XOJit182j .MRek USA, lr9. F.L'Cid A034j,, 6904 Parke East B1vd..7Ympz FL hill6: Date: January 14,2020 ®WAMNO-VxNVCdgnparunelanenda HONSONrN6ANDINLLVDEDM KBEFERENDEPAGEA 7Ml ../6N/IeIa BEFONE U6E �R- DesignvaddfauseenywMNJrekewnnedomT sdedgn Isbasesonlyuponp mme=Mmn,entl IsreranhNWdualbwidingocmponeM,nd a Wsd sy9em aehre use. ee bakfing de9gnernnM s"00 aFar=b ayorde9gn perzmelers and pmpedy Incaporale Bds dedgn Into ft 4vm2e Mordonallemporeryendp araw.Mbrnalm q` MiTek' bulidIngdoep. BmeingMdicatedlstopreventbuMiMofindMdwlb nwebanWerMoMmembemonly. Is atxays required for 9adiay and to pnnerd mnepse WM p =110 permnal inluof and prepeM damage. Far Vnend guidanso regeMIng Me fabdoafion. 9orage,d.%". aredbn and bnadrq of busses and buss sWems.an, MstTF11 OuarAy edled4 DSB69 endBC5l Bugdrnge saanard 6904 Parka EaA Uhl. SerwylMartnadan evaaabi. Dom Truss PileIn9Nde,210N.Lee Sb.LSWt 312.Nexandda,VA=14. Tampa,FL 30610 Symbols PLATE LOCATION AND ORIENTATION 13 r4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. and fully embed teeth des of truss -yT18 I For 4 x 2 orientation, locate plates 0-'r+e' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated symbol shown and/or by in th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 I I dimensions shown In scale) xteenths (Drawings not to scafele) O K S U 1L 0 F JOINTS ARE GENERALLY NUMBEREWLETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 101032D15 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BOSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and were at Joint locations are regulated by ANSUrPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead bad deflection. 11. Plate type, she, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 It. spacing, or less, If no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or aftertiuss member or plate without prior approval of an engineer. 17. Install and load vertically, unless indicated otherwise. 18. Use of green ortreeted lumber may pose unacceptable environmental, heats or performance risks. Consult with project engineer before use. 19, Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSD7PI 1 Quality Criteria. ARROW ON THE TRUSS REPRESENTS ITS LEFT END Rauh Legentl 9-" PT. HT. ®-B.O.L: EVEN W I6 UM ROOF-.-E. 12-0-0PT. HT. FIRST LEVEL PT. HT. SIBuMus FirstSource U.N.O. Roof: TCLL: 20 PSF TCDL: 7 PSF BCDL: 10 PSF Floor. TCLL: WA TCDL: NIA BCDL: NIA Wind: Velocity: 139 MPH Exp. CaL: D Occup. Cat: II Roof pitch: 7112 Cantilever: 24" COASTAL CONSTRUCTION AND DESIGN. LEVESQUE RESIDENCE. Elevation: WA. Options: WA.