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Home My WebLink AboutTRUSS PAPERWORKLumber design values are in accordance with ANSI/rPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: J38116 - J38116-Telese Bid rs.-Spendthrift 95 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Telese Builders Project Name: Spendthrift 95 .;Model: Tampa, Fl- 33610-4115 Lot/Block: Subdivision: _ Address: 8047 Spendthrift Ln. )41kAy City: Port St. Lucie State: FL L Name Address and License # of Structural Engineer ofRecord, If th e i o t a Name: License #: - Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design L r Loading Conditions): &mee Design Code: FBC2017ITPI2014 Design Program: MiTek 20/20 8. Wind Code: ASCE 7-10 [All Heigh1l Wind Speed: 160 mph OCT 10 2019 Roof Load: 55.0 psf Floor Load: N/A psf Permitting Department This package includes 113 individual, Truss Design Drawings and 0 Additional Dra ingst. Lucie County, FL With'my seal affixed to this sheet, l hereby certify that I am the Truss Design Enginel"Rel ht conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. l"M 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Seal# Truss Name Date No A01 7/18/19 23 A02 7/18/19 24 A03 7/18/19 25 A04 7/18/19 26 A05 7/18/19 27 A06 7118/19 28 A07 7/18/19 29 A08 7/18/19 30 A09 7/18/19 31 A10 7/18/19 32 All 7/18/19 33 Al2 7/18/19 34 A13 7/18/19 35 A14 7/18/19 36 A15 7/18/19 37 A16 7/18/19 38 A17 7/18/19 39 A18 7/18/19 40 A19 7/18/19 41 A20 7/18/19 42 A21 7/18/19 43 A22 7/18/19 44 Seal# Truss Name Date A23 7/18/19 A247/18/19 A25 7/18/19 REVIEWED FOR A27 7/18/19 CODE COMPLIANCE A28 7/18/19 A30 7/18/19 ST. LUCBE CO 1�9TX A32 7/18/1 7/18/19 B®CC A33 7/18/19 A35 7/18/19 A36 A37G 7/18/19 C� A36 7/18/19 7/18/19` A40 7/18/19 A41 7/18/19 A43 7/18/19 A44G 7/18/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI(rPI 1, Chapter 2. °%p�Ps�A�A No 39 9 A E OF •�/� A11 Thomas A Marl PE No.39380 Mrrek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa R 33610 Date: July 18,2019 Albani, Thomas 1 of 2 / 1 RE: J38116 - J38116-Telese Bid rs.-Spendth rift 95 Site Information: Customer Info: Telese Builders Project Name: Spendthrift 95 Model: Lot/Block: Subdivision: Address: 8047 Spendthrift Ln. City: Port St. Lucie State: FL No. 45 46 47 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 Seal# Truss Name Date No. Seal# Truss Name Date B01G 7/18119 102 T17633402 ZEJ5 7/18/19 B02 7/18/19 103 T17633403 ZEJ6 7/18/19 B03 7/18/19 104 T17633404 ZEJ7 7/18/19 B04 7/18/19 105 T17633405 ZEJ7A 7/18/19 B05 7/18/19 106 T17633406 ZEJ7S 7/18/19 B06 7/18/19 107 T17633407 ZEJ7T 7/18/19 B07G 7/18/19 108 T17633408 ZHJ4 7/18/19 C01 G 7/18/19 109 T17633409 ZHJ5 7/18/19 CO2G 7/18/19 110 T17633410 ZHJ6 7/18/19 CO3 7/18/19 111 T17633411 ZHJ7 7/18/19 C04 7/18/19 112 T17633412 ZHJ7A 7/18/19 C05 7/18/19 113 T17633413 ZHJ7T 7/18/19 PB01 PB02 PB03 2of2 Job Truss Truss Type City Ply J38116-Telese Bldrs.SpendthrID 95 J 1 T17633301 J3B116 01 Piggyback Base 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MTek Industries, Ina Thu Jul 1808:00:19 2019 TRUSS DESIGNED FOR M4VFRS ONLY, PER E.O.R. REQUEST. TYPICAL IN THIS JOB. ds d 5x8 = 800 12 Gee = 2x4 I See = 25 23 22 54 = 2x4 II 90 3x8=111 3x6 - 3a6 = 3918 44 =2x4 13 12 11 4x8 = 54 II 2x4 I 2x4 II 3x4 = 6x8 = 3x8 = 3 8 __ 2x4 I 2x4 II zxa It 2.4 It 6 to a nns ]aria dd3 dqj ],-LA 4-0-0 tA60 E111d 246( 2aS5 g611-0]2-tE 3b1d JS56 3&7.7 ]0.]-T d2-11A d74-1 I 4d3 �7oi3 0.1612 I I�t { 0.tLJ 07r-$� }7.3 {L 1 ]-21 Tama gd N-t Taira }d-1 .7-9 04-12 04-13 Style = 190.7 Plate Offsets (X,Y)- 11:Edge,0-0-11.15:0.6-0,D-2-81. 18:0E-0,0-2-81,112:0-0-0,0.1-81,114:0.5-8,0-4-01, 124:0.3-8,0-1-81 LOADING (fist) SPACING- 2-0-0 CSI. DEFL. in (toe) VdeO L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.18 16-17 1,999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.35 16-17 >999 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.94 Horz(CT) 0.13 11 n/a Na BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 350 lb FT=0% LUMBER- 1 BRACING - TOP CHORD 20 SP No.2 'Except* TOP CHORD 3-5: 2x4 SP No.1, 8-10: 2x4 SP 270OF 2.2E BOT CHORD 2x4 SP No.2'Excepl' BOT CHORD 2-25: 2x6 SP No.2, 9-12: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' 2-20: 20 SP No.2 OTHERS 20 SP No.3 WEBS JOINTS REACTIONS. (Ib/size) 25=2936/0-8-0, 11=2337/Mechaniml Max Ho¢ 25=519(LC 7) Max Uplift 25=1284(LC 8), 11=848(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=.300/507, 2-0=3106/1069, 4-5=2946/1181, 5E=2820/1258, 6-7=-2768/1243, 75=2768/1243,8-9=2707/1166,9.10=2793/1058,1G-11=-2262/864 BOT CHORD 1-25=-3471311, 24-25=2677/1102, 2-24=-2726/1184, 21-24=860/588, 20-21=-860/588, 19-20=-853/2891, 17-19=704/2672, 16-17=764/2930, 15-16=593/2315, 14-15=-650/2367, 9-14=545/263 WEBS 2-20=-1227/3077,4-20=-542/328,4-19=-332/186, Si9=72/362, 5-17=-236/775, 8-16=-312/967, 10.14=-754/2437,6-17=554/231, 7-16=524/274 Structural wood sheathing directly applied, except end verticals, and 2-G-0 oc pudins (2-9-14 max.): 5-8. Rigid ceiling directly applied or 6-0-0 cc bracing. Except: 6-10-0 oc bracing: 16-17 7-8.0 cc bracing: 15-16 10-0-0 cc bracing: 12-14 1 Row at midpt 2-20, 4-19, 8-15, 10.11, 6-17, 6-16, 7-16 1 Brace at Jt(s): 16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=3.Opsf; h=20ft; 13=4511; L=48ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 25=1284,11=848. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chard. Thomas A Alt i PE Nc.39380 fLlTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING-Venlydesign pammehn anCREADNOTES ON TMSAND INCLUDED AnTEX REFERENCE PAGE Mll4473 mi, 101=015 BEFORE USE. Design said per use Only with ATOM wane add. This design Is based any upon paamele,e shown, and is ror an individual belong wrlpaneal, net �� alasssystem. Beforeuse, Me buibing designer must verify Me rap HO MyMdesignparametemmdpmpe,yinmWWONis design InMOM0 Overact buildingdBugn. BmdngiMM edlstopMWMWud gormdMduaIMSSWebandlorMoMmembemony. MdMnaltemPoa,yand N0 meMb cing Mirek' is always requhed for stability and to prmam egresses with passible personal injury aM property damage. For general guidaee regardin Me fignesaon.storage, nativery, eadlon and binding or busses and truss stage. we ANSM11 Dually Orodia, DSBA9 and SCSI Building Component 6904 Parka East BNd. Salerylnferaedon asset horn Truss Pine Maldne,218 N. Lee SUed,&he 312 Managers, VAM14. Tampa, FL 36610 f Job Truss Truss Type Oty Ply J38116-Telese Bldrs.-Spendthrift 95 I a T17633302 Base e 5x8 = 6.00 12 3x4 II 3x6 = 5x8 = 25 23 u 54 = 34 = 31 17 16 15 1432 13 W 12 11 44= 4x6 II 3.4 11 44 3x6 = 3x6 = 54 11 3x8 = Bx8 = 6xe a4 II a4 II o-ta ail-ta r s apA z-u 1 r.o-1 ana zotzr-r 4so-8tz -t sso i iz< 1 in-t I a-zo M12-12 Scale =1:892 Plate Offsets(%Y)— f1:Edge,0-0-1] 15:0.6-00.2-8] 18:0{a00-2-8] f11:Edpe03-8] f18:0-2-120.2-121 LOADING (psf) SPACING. 2-0-0 CSt. DEFL. In (lac) Vde0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.20 17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(CT) .0.3718-19 >999 too BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Hom(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight 3341le FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 'Except* BOT CHORD 2-25: 2x6 SP No.2, 6-16: 2x4 SP ND.3 WEBS 2x4 SP No.3 *Except' 2-20: 2x4 SP No.2 WEBS REACTIONS. (lb/size) 25=2944/0-8.0, 11=2329/Mechanical Max Hotz 25=337(LC 6) Max Uplift 25=-1274(LC 8), l l=-857(LC 8) FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=298/507, 2-4=3071/1091, 4-5=2964/1185, 5-6=2849/1261, 6-7=-2839/1258, 7-8=2464/1137,8-9=-2466/1048,9-10=-2180/827, 10-11=-2271/870 BOT CHORD 1-25=347/310, 24-25=-2684/1109, 2-24=-2733/1173, 21-24=629/509, 20-21=-629/509, 19-20=-924/2820, 18-19=793/2608,6-18=.546/272,13-15=-655/2079, 12-13=-652/1856 WEBS 2-20=1151/3083, 4-20=548/307, 4-19=319/173, 5-19=64/393, 5-18=219!/61, 15-18=-761/2366,7-18=230/795, 7-15=-1153/443,6-15=298/955,8-13=253/118, 9-13=1181494, 9.12=-984/432, 10-12=743/2130 Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc pudins (2-5-14 max.): 5.8. Rigid ceiling directly applied or 6.0-0 oc bracing. Except: - 1Row atmidpt 6-1a 10-0-0 oc bracing: 16-18 1 Row at midpt 2-20, 4-19, 7-15, 8-13 NOTES. I Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opst, h=20ft; B=45ft; L=48ft; eave=6ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 1O.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt=lb) 25=1274. 11=857. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Thomas A. Albert PE No.39380 MiTek USA, Inc. FL Cart 66M 69U Parke East Blvd. Tampa FL 33610 Oat.: July 18,2019 ®WARNING-Vofily d.V111 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AIII-7473 ran 10MMO15 BEFORE USE. Deign vest for use only with MReM connectors. This design is based oNy upon pararmrsshorn. and Is Ira an Individual buldng ourn bent. not ��• a tmia system. Boom use, the building designer must veny the appgabrtly of design parmetere and propepropertyinalporate this design Nto the ovemll burargdesign. Bracing Indicated is to budding of indi,dual buss web andlor chord members any. AddNonal temporary all peananem bracing ��-��•YYY MiTek' proven Is allays required for stability and to prevent cegapse with possible parsonal inlwy and popery, damage. For general guidance regarding the ladatlon, storage, delivery, erection and bracing of W sses and buss systems, see AAMArPii guariry Cdterta, 0SB 89 and BCS1 Building Component 6904 Parke East BNd. Sareylnformodon avalable Bom Trvss Plalelnnhule.218 N. Lee Smml.Sum 31Z Al ... ndra,VAM14. Tampa. FL M10 T17633303 Base 6 d ID:FxputPbTngKYwnblRONUUpyxCOT-P587zgjbfdutO4gR8N11 Ue670?aJT3cAFCeXM yv 0.512 12 " 19-0-0 24-5-13 29-11-9 3&59i 91-4-8 47-7.1 fi-S12 I SE-36513 5.5-13 I SS-13 i 5.11-1 F Ad Style = 1:B2.5 Sx5 = Boo 12 34 = 3x6 = 5x5 = 19 18 zb 11 16 zit 11 u m In IS 13 J° 12 11 46 = 34 II Axle = 4x6 = 3x8 = 3x6 = 4,13 = 3x8 = sag = Sx6 II 4-5-3 4-�;3 12-0 l 19-0-0 27-2-11 I 3S546 Plate Offsets (X Y)— 11:Edge 0-0-1] 15:0-2-8 0-2-0) 18:0-2-8 0-2-41 111:Edge 0-3-81 118:0-3-8 0-2-0] LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) Video Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 VerULL) -0.23 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber COL 1.33 BC 0.98 Ven(CT) .0.41 15-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.95 Horz(CT) 0.11 11 Na We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 313 lb FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 2-19: 2x6 SP No.2 REACTIONS. (lb/size) 19=291010-8-0, 11=23171Mechanical Max Horz 19=-337(LC 6) Max Uplift 19=1284(LC 8), 11=861(LC 8) Max Gmv 19=2910(LC 1), 11=2353(LC 14) FORCES. gb)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=319/482, 2-4=2690/931, 4-5-2722/1101, 5-6=2349/1062, 6-7=-2564/1156, 7-8=2148/1005,8-9=-2484/1052,9-10=-2197/831, 10.11=2295/874 BOT CHORD 1-19=319/325, 18-19=-463/266, 16-18=783/2485, 15-16=-830/2658, 13-15=812/2551, 12-13=-656/1865 WEBS 2-18=962/2655, 4-18=-763/384, 4-16-176/272, 5.16=219/702, 6-16=-726/230, 7-15=-5/376, 7-13=918/311, 8-13=228/673, 9-13=118/497, 9-12=984/431, 2-19=2735/1192, 10-12=-]47/2138 Structural wood sheathing directly applied, except end verticals, and 2-0-0 oC purling (3-5-1 max.): 5-8. Rigid ceiling directly applied or 2-2-0 oo bracing. 1 Row at midpt 2-18, 6-16, 6-15, 7-13 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst; BCDL=3.Opsf, h=20ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chard and any other members, with BCDL = IO.Opsf. 7) Refer to girder(s) for truss to truss Connections. 8) Provide mechanical connection (by others) o/ truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 19=1284,11=861. 9) Graphical purlin representation does not depict the size or the Orientation of the pudin along the top and/or bottom chord. Thomas A Agaml PE No.39380 MiTek USA, Ina FL Cut6634 69U Parke East Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING- Verily tlmlyn panmetrm and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. De9gn valid for use onywbh MRakabcrnntttors. This design is based Dory upon parameters shown, and Is feran odiNdual buaoing eomporlem, not a truss system. Before use, the building designer must vent' Ne appliwbililydldesign parameters end pmpeMincorporme this design into the overall buildingdesign. BoseUng detested is to prevent buckling of lndiWdual truss web andlor chord members only. AddAmnaltemporeyM aperreanembracing MiTek' Is always re9ulred for stability and to prevent collapse with pos9ble personal injury and property damage. ForgeormI guidance regarding the fabbosoon, storege, delivery reclbn and bra6ng eftrusses and truss systems.see ANSIgP11 QualityCdMda, DSB49 and BOSl Building Component 6904 Parka East Blvd. Saleyln/amrdlon Swans bBoat Tmss PlatelnM000,218N.Lee MMM,Buae31ZRA andM,VA22314. Tampa. FL 36610 b Truss Truss Type Oly Ply J38116-Te1ese Bldrs.-SpenduSA95 T77633304 P1 04 Piggyback Base 1 Job Reference (optional) .as, .as, Iuss, n. rierce, rL aanao 6 '=s= , IbIRONUUpMCOT-tIiVBAkDOxOkOEPdi5HGOrfJPP DCVcKUsN4HNywuWM 600 12 Sx8 = 3x4 II SAG = SAS = 24 22 21 5x8 = 3xB = 30 18 15 14 13 J1 12 11 4x6 = 44 II 4.4 II 44 3x10 = 3xBM18SHS II 3xe = ass = Sato = 2.4 II 2x4 II 6-13 an-15 4ss wa 7.1a 12-00 196o 2a1+4 zo-11a sass 40ae 4T.T-t asa�l Tot o-tla VI 0t1.1 T3-s 02-12 111 Scale= 1:90.7 Plate Offsets(XY)- [TEdge0-0-1] [5:0-6-00-2-81 [8:0.2-80-2-01 [12:0-3.80-1-8] (13:0-0-80-24] [15:0-2-00-0.01117'0-2-00-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/de0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.94 VaULL) -0.21 16 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 VerUCT) -0.37 17-18 >999 180 M18SHS 2441190 BCLL 0.0 Rep Stress Ina YES WB 0.97 Hom(CT) 0.11 11 rda Na BCDL 10.0 Code FBC2017/TP12014 Matnx-MS Weight: 32316 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP.No.1 *Except' TOP CHORD 5-8,1-3: 2x4 SP ND.2 BOT CHORD 20 SP N0.2'Except' BOT CHORD 2-24: 2x6 SP No.2, 6-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-19: 2x4 SP No.2 WEBS REACTIONS. fib/size) 24=2944/0-8-0, 11=2329/Mechaniwl Max Hoe 24=-357(LC 6) Mast Uplift 24=1278(].0 8), 11=853(LC 8) FORCES. (lb) -Max. CompJMax.Ten.-All forces 250 lb) Or less except when shown. TOP CHORD 1-2=-298/507, 24=3069/1085, 4-5-2964/1186, 5-6=-2844/1263, 6-7=2830/1258, 7-8=-2281/1081, 8-9=2698/1123, 9-10=26771999, 10-11=2261/869 BOT CHORD 1-24=-347/311, 23-24=-2684/1108, 2-23=2733/1178, 20-23=-655/539, 19-20=.655/539, 18-19=862/2787, 17-18=-737/2565,6-17= 487/240,12-13=-792/2285 WEBS 2-19=-117713082,4-19=-549/314,4-18=325/176,5-18=65/403, 5-17=-220/751, 13-17=779/2424, 7-17=115/586, 7-13=992/313, 8.13=241/664, 9-12-701/337, 10-12=-810/2365 Structural woad sheathing directly applied, except end verticals, and 2-0-0 cc purlins (2-2-0 al Rigid ceiling directly applied or 6-" cc bracing, Except: 1 Row at micipt 6.17 10.0.0 cc bracing: 15-17 1 Row at midpl 2-19, 4-18, 7-13, 9-13 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd-124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=4811; eave=6ft; Cat. II; Exte C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless othenvise indicated. 5) Plates checked for a plus or minus 0 degree rotation about as center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconclrrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members, with BCDL = 10.Opsf. 8) Refer to girders) for truss to truss connections. 9) Provide mechanical Connection (by others) of truss to bearing plate Capable Of withstanding 100 IS uplift atjoint(s) except Ut=lb) 24=1278,11=853. 10) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Alban! PE No.39380 MITek USA, Inc. FL Cate634 6904 Parke East Blvd. Tampa FL 32610 Date: July 18,2019 ®WARNING. Verily desgn paramolers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 a 1e,123/1015 BEFORE USE. Design vabd for use any wdh MTekal wnneatom. This design is based any upon parameters Shown, and Is for an iMiNdusl Wrong Component, not ITS� a Muss system. Before use, the building designer muntvedythe appeal season parameters and property Ncoryorne this design We the overall malaingdeaign. Bracing Indicated is to prevent WWmg of laic Mdual Ws,, web nation ohoN members any. Additional temporary and pareanem bracing MiTek' is always requtred for Matter and to prevent wllapsewM possible personal injury and pmpery damage. Fargeramiguldanceregam'mglhe fabrlcaren, momge,deWery, saubsoi and trading alstuses and buss systems. See ANSIRPII duality Cdaeda, DSB49 and BCSI Building Component 6904 Parke East End. SahylnMMWOn avvlable from Truss Flare InsWNe, 218 N. Lee street, Sale 31Z Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type all, Ply J38116-Telese Bldrs.-Spendthrift 95 ` ++ T17633305 J38116 A05 pi ggyback Base 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 9.24U 9 Jun Is ZUl U MI I as Industries. Ind. 1 nu Jul l is Ut1:UU:24 2Ule Isi 6.00 12 2x4 II 5a = Scare=184.1 18 17 24 18 75 25 14 26 13 12 Zy 11 10 4x6 = 3,u6 I 400 = 4x6 = 3x8 = 3N, = 4.6 =3x8 = 3x8 = 3x81018SHS II 4d3 4.9,3 12-0-0 19-0-0 � 26-2-11 335b I 4P48 I 47d-1 Plate Offsets (X Y)- 11:Edge 0.0.11 15:0-6-00-2-81 17:0-6-0 0-2b1 111:03-B 0-1-81 117:0-3-8 D-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Vden Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.18 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(CT) -0.3412-14 -999 180 M16SHS 2441190 BCLL 0.0 ' Rep Stress Incr YES WE 0.95 FIorz(CT) 0.10 10 DIG n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 300 lb FT=0% LUMBER- BRACING- TOPCHORD 2x4 SP No.1'Except' TOPCHORD 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3-EExcept* WEBS 2.18: 2x6 SP No.2 REACTIONS. (lb/size) 18=291010-8-0, 10=2317/Mechanical Max Hoe 18=-357(LC 6) Max Uplift 18=-1289(LC 8). 10=-857(LC 8) Max Grav 18=2910(LC 1), 10=2355(LC 14) FORCES. (Ib) - Max. Comp./Mans. Ten. -All forces 250 lb) or less except when shown. TOP CHORD 1-2=-318/482, 2-4=2671/936, 4-5=2697/1109, 5-6=-2568/1199, 6-7=-2568/1199, 7-8=2703/1132,8-9=2700/1003, 9-10=.2290/872 BOT CHORD 1-18=319/324, 17-18=-480/285, 15-17=.730/2483, 14-15=-668/2428. 12-14=-686/2275, 11-12=795/2297 WEBS 2-17=.966/2654, 4-17=-761/387, 4-15=183/276, 5-15=38/307, 5-14=220/732, 6-14=743/374,7-14=-1907705,7-12=58/337,8-11=4395/341,2-18=2736/1196, 9-11=-812/2376 Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-7. Rigid ceiling directly applied or 6-0-0 Go bracing. - - 1 Row at midpt 2-17, 5-15, 6-14, 7-12, 8-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7Aa; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsY BCDL=3.Opsf; h=200; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl.. GCpt=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 flat bottom chord live load nonconcurtent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, win BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss Connections. 9) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joinf(s) except Gt=1b) 18=1289,10=857. 10) Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 8634 6904 Pecks East Blvd. Tampa FL 31610 Date: July 18,2019 ®WARNING- Verdy design parameters and READ NO ITS ON THIS AND INCLUDED ADEK REFERENCE PAGE Mlld473 re✓. IOM31201589FORE USE Design valid air use ony with Mi eWconnectom. This design is based any upon pammetem shmvn, and Is loran indwsplUal bulling component, not a Wss system. Before use, the bWlding designer must vent' Me amiltabiGly of design parameters and properly Incorporole this design into Me overall bWldmgdesign. Bracing Indicated is to prevent buckirgof indmshal truss web andlor NON members Ony.Additionddhmpomryand,vimarehibrating M1Tek' Is always required for stabiriy and to drivers colapse with passible personal Injury and property damage. For general guidance regarding Me fabdwdon, storage, delivery, erecion and bracing of busses and Lines systems,see ANSIA ll Dually Ciffede, DSB49 and BCS1 Building Component 6901 pans Fast Bhd. Seleylnrarmasion avagable from TMS Plate Ingftute, 218 N. Lea Streit. Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job rugs Truss Type Qry Ply J38116-Telese Bldrs.Spendthri t 95 s T176333f16 JW116 W Piggyback Base S 1 Job Reference (optional) Truss, Ft. Pierce, FL 34946 8.240 a Jun 8 2019 MiTek Industries. Ina Thu Jul 18 03:00:25 2019 Page 1 ID:FxputPbTngKVwnbIRQNUUpyxCOT-pggGbsmUyVGSFXVOpWJk6GkfM DgngRRcxAsBMFywuW K a11ns 12-Do 17-s-3 1 y 2:12,11 33.se 4D4A1 4r.7-t 1 an-u I T-o-1 s9+ 1.21 7''.11 I Tex-n sn-1 F" r-z9 Soave=1:93.1 Sx5 600 12 3x6 34 = Sxe = 24 M 21 Sx8 = 17 16 15 30 t4 13 31 12 11 44 = 4el II 5i6 = gas = axe = 3x8 = 3x91A18SHS It 3x8 = 3x4 = 3x8 = 2x4 II 2x4 II e-1a aw16 ass ace W 1z.oc n-s3 taiga zsz-++ ease zone era-+ 4sa 04U a-+o-u ssa -2.1 IN-11 r-2-+1 I V-1 1 7.2-9 t 02-12 1-14 Plate Offsets(X,Y)— f1:Ed0e,0-0-11,16:0-2-8.0-2-01,18:0-6-00.2-8) (12:0.3-80-1-8) ry5:0-4-00.1-121 (16:D-0-00-1.8) rl8:0.2-120-3-4) LOADING (psft SPACING- 2-0-0 CSI. DEFL. in (too) I/deR Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.92 Vert(L-) -0.20 13-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(CT) -0.3618-19 >999 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Hoa(CT) 0.10 11 Ida Na BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 315 to FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD 5-6,1-3: 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* BOT CHORD 2-24: 2x6 SP No.2, 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' WEBS 2-19: 2x4 SP No.2 REACTIONS. (lb/size) 24=2950/0-8-0, 11=2327/Mechanical Max Holz 24=357(LC 6) Max UpliR 24=1276(LC 8), 11=-854(LC B) FORCES. (Ib)-Mass. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=-298/507, 2-4=3079/1080, 4-6=2976/1189, 6-7=2523/1138, 7-8=-2584/1190, 8-9=269711127, 9-10=2674/999, 10-11=2259/869 BOT CHORD 1-24=346/310, 23-24=2697/1106, 2-23=2745/1176, 20-23=-656/540, 19-20=656/540, 18-19=855/2779, 13-15=682/2272,12-13=-791/2281, 6-18=210/663 WEBS 2-19=1164/3083, 4-19=-5291311, 4-18=315/166, 7-15=740/301, 8-15=-1831711, 8.13=60/359, 9-12=699/340, 10-12=809/2361, 15-18=756/2458, 7-18=332/187 Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purling (2-2-0 max.): 6-8- Rigid ceiling directly applied or 6-M oc bracing. Except: 10-0.0 oc bracing: 16-18 1 Row at midpt 2-19, 4-18. 7-15. 8-13. 9-13. 7-18 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=3.OpsY h=20ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); can8lever left antl right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its Center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 8) Refer to girders) for truss to truss connections. 9) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Is uplift at joint(s) except 01=1b) 24=1276,11=854. 10) Graphical pur in representation does not depict the sae or the orientation of the purtin along the top and/or bottom chord. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33010 Data: July 18,2019 ®WARNING- VenrydeLanparamerers antl READNOTES ON THIS AND INCLUDED MITER REFERENCE PAGE dd-7473 rol 10r03/20f56EFORE USE. ��' Design vaTM for use Only with MTeM connectors. This design Is based only vine pammeters shown, and Is for an Malmduat bu0ding companem, not a truss system. Before use, Me building designer must very Me appfiwbiMy of design parameters and properlyMcomoreM Nis design We me overall bublingdesign. Sneng Indicated is to prevent buUgng ofinduadual buss web and/or Nord members only. AddNanaltempararyand"Granenlbrdclog MiTek' Is always requtred for Stability and to prevent collapse wM possible personal Injury and property damage. Forgeneret guidance regarding Me fabrra6on.storage, delivery, erection and leasing of Musses and buss systems,we ANSM11 Qually Odteda, DSB4r9 and EWI Building Componanl 6904 Pado East Blvd. SaterylnrormeUon available gom Truss Mee Inmbute. 218 N Lee SVeet. suite 312, Alexandra, VA22314. Tampa, FL 36610 Job rugs Truss Type Oly Ply J38116-Telese Bldrs:Spendthri095 4 T77633307 J38116 07 Piggyback Base 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,240 s Jun 8 TM. Jul 16 Un:UU3ti 2Ul V Scale =1:W3 5x5 6.00 12 3x8 M = Sx8 = 2] 25 24 SxBa= PO 19 16 35 17 18 1%0.57 1�4xii - sire 29 3x8 = Sx8 = 5x8 44 = 3x4 II 2x4 = 44-- 44 II 3x4 = I 3x10 2x4 = 3x4 It ca 4b-3 49,3 ]13 12-09 1]-93 190.q ]62-11 3158 C60.11 4]-]-1 Ill✓ 1-0 4VL13 S -1 ]3-tt 611d 1 34� 39-15 W-7 30 Plate Offsets (X,Y)- [1:Edge,0-0-1], [6:0.2-8,0.2-4], [8:0.6-0,0.2-8], [13:0.3.8,0.2-0J, [14:0.2-12,0.2-12J, [76:0.3-8,0.1-8], [78:0-0-0,0.1-12], [19:0.0-0,0.1-BJ, [21:0.2-12,0.3.4], f28:0-2-00-1-31 f29:0.1-80-2-121 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) HdeH L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vat(LL) -0.20 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(CT) -0.36 21-22 >999 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.91 HCR(CT) 0.14 29 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 337 lb FIT =0% LUMBER- BRACING. TOP CHORD 2x4 SP No.t'Except' TOP CHORD 8-11: 2x4 SP 270OF 2.2E, 1-3,5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' BOT CHORD 9.15,E-19: 2x4 SP No.3, 2-27: 2x6 SP No.2 WEBS 20 SP NOS *Except* WEBS 2-22: 2x4 SP No.2, 11-29: 2x6 SP No.2 REACTIONS. (lb/size) 27=294610-8-0, 29=23221Mechanical Max Horx 27=-356(LC 6) Max Uplift 27=-1274(LC 8). 29=-852(LC 8) FORCES. (Ib) -Max. Comp,fMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1.2=298/507, 24=3072/1077, 4-6=2968/1186, 6-7=2516/1135, 7-8=2573/1185, 8-9=3391/1485, 9-10=-3291/1283, 10-11=.2901/1068, 12-29=.2322/852, 11-12=-2276/856 BOT CHORD 1-27=-346/310, 23.26=656/539, 22-23=-656/539, 21-22=855/2750, 16-18=679/2262, 9.14=-001/381, 13-14=-893/2520, 6-21=208/652, 26-27=2693/1105, 2-26=2741/1174 WEBS 2-22=-116V3077, 4-22=527/310, 4-21=315/166, 18-21=755/2446, 7-18=739/300, 8-18=-1837709,8.16=.320/188, 14-16=681/2220,8-14=512/1043,11-13=888/2535, 7-21=-327/190, 10-14=152/518,10-13=752/316 Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purling (2-2-0 max.): 6-8. Rigid ceiling directly applied or6-0-0Do bracing. Except: 10-0-0 oc bracing: 19-21 1 Row at midpt 2.22, 4-21, 7-18, 8-16, 8-14. 7-21 NOTES- 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsY BCDL=3.Opsf, h=20ft; B=45ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 ps/ bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chum and any other members, with BCDL = 10.0ps/. 7) Refer to girder(s) for truss to truss canneclions. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb) 27=1274. 29=852. 9) Graphical pudin representation does not depict the size or the orientation of the purtin along the tap and/or bottom chord. Thomas A. Alban PE No.39380 MiTek USA, Ina FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Dare: July 18,2019 ®WARNING. Verify do I,n Par+.rasters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev. fCV34015 BEFORE USE. Desgn valid for use clay, wan MHeklr connectors. This design is based only upon laanmelers shown, and Is for an indlviduat buiming component, not a Was system. Before use, me Whiling designer Mustvedfy Ole a,,,I1wbi1ay of design parameters and property lncomorne this design into me overall badingdesign. Bracing indicated is to prownt budding a individual pass web andler choN members only. AdddlonaltemponryandperromeribncMg MiTek' Is always required for slabilay and to prevmd wllapsa with xissole personal inluryand property damage. Forgernenlguidanceregardinglle f"dragon.9longe.deWery.eree n=dbmdWOf Wese3aMV sesyatems,9ee ANSWPIICuaMy CMeda.W"9an4BCSIBuilding Component 6904 Parke East Bbd. Saletyk,00MA N, availablehem Truss(Male InMda .21a N.Lee&me1,Suite312,Alexandda,VA22314. Tampa, P. 36610 Base T17633308 6.g0 12 5x5 = 3x4 = 4s6 ass = 5.5 = Scale: 3116'=1' 34 II 4x8 = 3x4 = 4x6 = 3.8 = 3x4 = Sx5 = see II I 11A-] I 1&1-1-2 I I 37-1-16 2 -155 3352 5 Plate Offsets (X Y)— j2'0-2-8 0-2-0j 15'0.2-8 0-2d) 110'0.2-8 0-2-01 LOADING (psQ SPACING. 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.20 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Veri(CT) -0.3612-14 >999 180 BCLL 0.0 ' Rep Suess Ina YES WB 0.93 HOrz(CT) 0.09 9 n/a Na BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 283 lb FT=0 LUMBER. BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' BOT CHORD 1-16,8-9: 2x6 SP No.2 WEBS REACTIONS. (lb/size) 16=2019/0-6-15, 9=201910-7-0 Max Harz 16=-392(LC 8) Max Uplift 16=801(LC 8), 9=702(LC 8) Max Grev 16=2019(LC 1), 9=2061(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-794/335, 2-3=659/342, 3.4=-1728t745, 4.5=.20321896, 5-6=2347/930, 6-7=2828/1028,7-8=.2924/995, 1-16=-2023/800,8-9=1998/714 BOT CHORD 15-16=2071387, 14-15=-186/1479, 12-14=-360/1845, 11-12=-666/2380, 10-11=803/2514 WEBS 3-15=.16471659,3-14=-316/1034,4-14=-702/368, 4-12=105/252, 5-12=-172/580, 6-12=-758/401, 6-11=-68/270, 7-10=384/193, 1-15=-631/174%8-10=-736/2377 Structural wood sheathing directly applied or 2-8-5 cc puffins, except end veNcals, and 2-0-0 cc purling (3-8-11 max.): 2.5. Rigid ceiling directly applied or 6-7-5 cc bracing. 1 Row at midpl 2-15, 4-14, 4-12, 6-12, 1-16 2 Rows at 113 pts 3-15 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Wit=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=37ft; eave=5ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pacing. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncancumenl 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 = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable ofwithslanding 1001b uplift at joint(s) except Qt=lb) 16=801, 9=702. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Thomas A. Alberni PE N0.39380 MiTek USA Ina FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING -Verify Jesignparamelers and READ NOTES ON TMs AND INCLUDED VITEx REFERENCE PAGE MI4)473 rev. IDM312WS BEFORE USE. Dmign VAIN for Mae Only wah Mneka Connector This design Is based only upon parameters shown. and is for an IMiNOual building component, not a Was system. Before use, Me building designer must verly me appreabilay of coup parameters and property Nempmate 0Ia design into he oveall bubehi,deslgn. Bmchg Indicated is to prevent bsOmg of inde4dual Was web andhs NON members only. Addaio altemporzryaMpermanentbracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication. storage. de6very,inaction and bating orivews and truss systems,see ANSUTPIf quality Canada, DSB419 and SCSI Building ComPonent 6904 Parke East Blvd. SaMtylnbrmetlo; avallable Sam Truss Plata Involute. 218 N. Lee Street. Suite 312 Alekandrla, VA=14. Tampa FL 36610 Job Truss Truss Type Oty Ply J38116-Telese Bldrs:Spendlhrift 95 I T17633309 J38116 A09 Piggyback Base 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.00 12 5.5 = 3x4 = 3x4 = 5x5 = Axe 8.240 s Jun 82019 MiTek Industries. Inc. Thu Jul 18 OB:00:282019 3x8 I 4x8 = 3x4 = 4x8 = Salt = 2x4 II 14 5x5 � 34 7xe = 4.94 112 37-2-15 3St2 asrz ( a11s87 l I ss a7.a 3210.t5�b a4.11 Scale=1:70.1 Plate Offsets (X Y)- 12:0-2-6 0-2-41 (5:0-2-8 0-2-41 (13:0-2-12 0-3-0) [15:0-2-12 Edae] LOADING (psQ SPACING. 2-0-0 CSI. DEFL. In (too) VdeO L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.31 13-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BD 0.90 Vert(CT) -0.71 13-15 >623 180 BCLL 0.0 ' Rep Stress Ina YES WB 1.00 Hoa(CT) 0.18 12 n/a nfa BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 30216 FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-2 cc pudins, BOT CHORD 2x4 SP No.2'Except* except end verticals, and 2-0-0 oc pudins (3.8-7 max.): 2-5. 6-17: 2x4 Ste No.3, 13A 5: 2x4 SP No.1 SOT CHORD Rigid ceiling directly applied a6-0-0 oe bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 15-17 1-22,10-12: 2x6 SP No.2, 10-13: 2x4 SP No.2 WEBS 1 Row at midpl 2-21, 3-21, 4-20, 4-18, 5-18. 5-15. 1-22 REACTIONS. (lb/size) 22=2020/0-0-15, 12=2315/0.8-0 Max Horz 22=-451(LC 8) Max Uplift 22=-797(LC 8), 12=771(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=792/334, 2-3=654/341, 3-4=17031`740, 4-5=1984/885, 5-6=3129/1265, 6-8=-3102/1096,8-9=-3625/1244, 9-10=-3595/1132,1-22=-2001/795 BOT CHORD 21-22=231/446, 20-21=-138/1474, 18-20=295/1831, 6-15=-517/340, 13-15=927/3112 WEBS 3-21=-1622/654,3-20=-312/1013,4-20=-705/365, 5.18=401/184, 15-18=294/1919, 5.15=603/1515, 8-15=554/331, 1-21=627/1721, 10-12=2157/733, 10-13=977/3227 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsh BCDL=3.Opsf h=20ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (directional); cantilever left and right exposed ;end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will rd between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joints) except (t=1b) 22=797, 12=771. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Carl 6634 G964 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING - Verify Oes/gn panmelers and READ NOTES ON TMS AND INCLUDED MITEN REFERENCE PACE MI14473 rev. 10/03/2015 BEFORE USE: �® Design valid for use only with Meek® wr eeata s. This design is based only upon parameters shown, and is for an ihowdust bulding component, no a truss system. Berore use. the bullding designer must Very the appUsabiity of design parameters and properly lneomorme ads design into the ovemn �tY� ��-��•YYY buildingdesign. Bracing Indicated Is to prevent thudding of Ndhiduat truss web andlor Mole members only. ADditpoutempararyeMpMmamotbrecing MiTek' is always required for stabllay and to prevent comps. an possele personal Injury and property damage.. ForgeraW guidance regarding the fabrication. Abeam,del eradon and bracing oflruss9saM buss systems,see ANSU2Ps10.ainy CdWda,US84t9andB=B.Heng Component 6904 Parka East Blvd. SaresyrnfarmeNon evalable ham TNes Plata tnsthrle, 218 N. Lee Sheet. Suae 312. Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply 1 T77633370 J38116 AID Piggyback Base 1 1 �J38116-TeleseRldrs.-Spendthrfft95 Job Reference o fional East Coast Truss, Ft. Pierce, FL 34946 &00 12 5x5 = 4x8 3x4 = 3x4 = 5x5 = 8.240 s Jun 8 2019 MiTek Industries, Inc Thu Jul 18 08:00:29 ZU1 Scale-1:70.1 20, 28 an go so sed 27 5 2x4 II 6 3x6 7 4x8 I' 8 2x4 II 9 4x8 C 10 rrI 1 303 ¢ 22 21 28 29 20 30 19 31 18 17 16 6x8 = 12 d 3x8 II 4x8 = 3x4 = 44 = 3x12 = 2.4 II 14 5x5 34 = 5x10 = 4.94 112 37.2-15 sSu 11b7 19n-z za{F15 z60.1j 34 15 361a-15 ]&11-2 3G1z I 6z-11 I 42-11 I a1-13 H� BGU I 244 PK-01-&3_ Plate Offsets (X Y)- 12:0-2-8 0-2-4) 15:0-2-8 0.2-41 113:G-2-12 0-3.0) (15:Od-00-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Well Lld PLATES GRIP TCLL 30.0 Plate Grp DOL 1.26 TC 0.55 Ven(LL) -0.32 13-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(CT) -0.7313-15 >607 180 BCLL 0.0 ' Rep Stress Ina YES WB 1.00 Horz(CT) 0.17 12 rda n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 302 lb FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Excepl' 6-17: 2x4 SP No.3, 13-15: 2x4 SP 270OF 2.2E BOT CHORD WEBS 2x4 SP No.3 *Except* 1-22,10-12: 2x6 SP No.2, IG-13: 2x4 SP No.2 WEBS REACTIONS. (lb/size) 22=2020/0-6-15, 12=2314/D-8-0 Max Horz 22=-051(LC 8) Max Uplift 22=-797(LC 8). 12=771(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-792/334, 2-3=-655/341, 34=-1704/740, 4-5=-1984/884, 5-6=3014/1224, 6.8=-3016/1069, 8-9=3643/1254,9-10=3602/1131,1-22=-2001/795 BOT CHORD 21-22=231/446, 20-21=137/1474, 18-20=-295/1833, 6-15=-487/322, 13-15=919/3085 WEBS 3-21=-1622/664, 3-20=313/1015, 4-20=-706/366, 5-18=492/190, 15-18=280/1970, 6-15=-595/1549,8-15=4327/374,8-13=15/288, 1-21=627/1721, 10-12=-21561728, 9-13=-261/192, 10-13=98013239 Structural wood sheathing directly applied or 2-8-8 oc puffins, except end verticals, and 2-0-0 oc purlins (3-8-1 max.): 2-5. Rigid ceiling directly applied or 6-0-0 0o bracing. Except: 10-0-0 oc bracing: 15-17 1 Row at midpt 2-21. 3-21, 4-20, 4-18, 5-18, 5-15. 1-22 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf, BCDL=3.Opsf h=20ft; B=45ft; L=39ft; eave=5ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (D=lb) 22=797,12=771. 8) Graphical purlin representation does not depict the size or the orientation of the puffin along the lop and/or bottom chord. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cert6634 6904 Parke Fast Blvd. Tampa FL 33610 Dale: July 18,2019 ®WARNING-Verlry designparamelers and READ NOTES ON FNIS AND INCLUDED MITEK REFERENCE PAGE Mll-74731e1. 1"2*015 BEFORE USE. Design valid for use onywar fATek®conneciars. TNs design Is based only upon Parameters shown, and Is Wan Indlvkual building =mponenl, not my a MmS system. Befreuse, me building designer muslvedyitm aPPobiayoldinu, pammelems and properly ln=Ipand. NO design into Me overall buikingdougn. Bracing indipowersted is to prebucking oflndMdualtruzs web misinformed members ny. bers a. MdftiondteWomNamp manambramg MiTek' is always required (Of stability and to prevem=noose weh possible personal Injury and property damage. For geneml guidance regaming me fa6tleaa0n,stomge,delNery, ereceon and bradng ofUusses and truss systems. see ANSUfPlf quavy, aftede, Deal and SCSI Building Component 6904 Padre East BW. se"Inrom,affon wanablef TmssP elnm8me,218N.Leeai Sude312,Nl mdru,VA22314. Tampa. FL 36610 Job Truss Truss Type Ory Ply J38116-Telese Bldrs:Spendthrift 95 ' T17633371 J3B116 11 Piggyback Base 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL M946 _ 3SII &1 L9 � 1512 ~ SS13 6.00 12 Sx5 = ) 4.8 3x4 = 3x4 = 5xs = 8.240 a Jun 62019 MITex Industries. Inc. Thu Jul 1505:00:312U19 scale=1:70.1 axe II 4x8 = 3x4 - 4xe = 3x10 = 2x4 II 13 5.5 -- 3.6 = Bx8 = 4.9,112 312-15 3512 11A] 1g-11-2 22412 2b0.1 28 2 30. 15 3 1615 3&11-2, r I 1 t, �i I 1 2d111 Plate Offsets (X Y)- 12:0-2-8 0-2-41 15:0-2-e 0-2a) [7:0-2-e 0-3-0) rl5:D-2-12 6-2-41 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (lac) VdeO L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Veri(LL) -0.20 16-20 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(CT) -0.3918-20 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 3071Is FT-0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' 6-17: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3'Except' 1-22.9-11: 2x6 SP No.2, 9.12: 2x4 SP No.2 WEBS REACTIONS. (lb/size) 22=2021/0-6-15, 11=2313/0-8-0 Max Holz 22=451(LC 8) MaxUIGIM 22=797(LC 8), 11=771(LC 8) FORCES. (Ib)-Max. CompdMax.Ten.-All forces 250(I1b) or less except when shown. TOP CHORD 1-2=-793/334, 2-3=655/341, 3-0=1704f740, 4-5=-1988/883, 5.6=2772/1151, 6-7=2812/1029, 7-8=-3500/1186, 8-9=3618/1194, 1-22=2003f795 BOT CHORD 21-22=-231/446, 20-21=-137/1475, 18-20=-295/1835, 6.15=.399/265, 14-15=838/3033, 12-14=-1003/3219 WEBS 3.21=1622/653, 3.20=313/1016, 4-20=-7101367, 5-1B=775/239, 15-18=-310/1992, 5-15=625/1716,7-15=840/404,7-14=0/316, 1-21=-627/1723,8-12=-287/177, 9-11=-2090/725, 9-12=-1074/3296 Structural wood sheathing directly applied or 24-1 cc purlins, except end verticals, and 2-0-0 cc purlins (3-8.0 max.): 2-5. Rigid ceiling directly applied or 5.11-2 cc bracing. Except: 1 Row at midpt 6-15 6-0-0 cc bracing: 15-17 1 Raw at midpt 2-21, 3-21, 4-20, 4-18, 5.18. 1-22 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=39ft; eave=5ft; Cat. 11: Ecp C; Encl.. GCpl=0.18; M WFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus Or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 Pat bottom chord live load noncancument 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 0t between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ito uplift at Joint(s) except (t=lb) 22=797,11=771. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Thomas A. Alban PE No.39300 MITek USA Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING - Verilydasignparamelers and READ NOTES Oil MS AND INCLUDED MITEx REFERENCE PAGE 41IIJ473 rev. 1WO212015 BEFORE USE. Design valid foruse only with Minelacconrectors. TEis design Is based only upon pammelers shown, and is for an IMlddual butting component, not a truss system Before use, the building designer must verify me applirabilay ofdedgn Fammelem and pmpeff&AwPacw this design WoUm overall bWdMgdesign. Bm4glMlcaledlstopMveMbuckfng WMdMdualWssweba CwMoMmemm.*. AddNonallemporaryandpermanenlbradng MiTeK is ateays mqutred for stabilgy and to prevent o40apse with pOSSW1O personal INury and pmpedy damage. Forgeneral guidance regani ng t1Ne fabdosbon.storage. deMq. erection and EGxing oftrusses and truss systems, we ANSUTP110ualay CdMda,DSBd9end BCSIBuilding Component 6904 Parke East BIM. Safeylnfnnomion aviiablehem TNss Plate Instmde, 218 N. Lee Street, Sufte31ZXao ddG.VAMI4. Tampa, FL W10 Job x Truss Truss Type Dry Ply 138116-Telese Bldrs: Spendthri895 T77633312 J38116 12 Piggyback Base 1 1 Job Reference (optional) East Goad Truss, FL Pierce, FL 34946 1612 9-11-9 r 1512 ~ 55-13 6.00 12 Sx5 = ) Asa 3x4 = 3x4 = 56 = 8.2405 Jun B Wl 9 MI fait Industries, ME Thu JUI 180500:322U19 Scale -1:70A 3x6 I Aide = 3x4 = 4x6 = 3x12 = 2x4 II 14 5.5 -- 3x6 = Sx10 = 4.94 112 3b12 I 11$7 I 141 L2 I 2L12 2 1 615 f-261.0.,1, ..2i345&11-2 i Plate Offsets (%Y)- 12:0-2-8 0-2-41 I5:0-2-8 0-2-0I [73:0-2-12 0.3.0) 115:04-0 0-2-0I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Veri(LL) -0.37 13.15 >999 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.33 BC 0.97 Vert(CT) -0.8313-15 >529 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Hom(CT) 0.18 12 Na Na BCDL 10.0 Code FBC20177TPI2014 Matdx-MS Weight 3021b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Ex,epl' 6-17: 2x4 SP No.3, 13-15: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 *Except' 1-22,10-12: 2x6 SP No.2, 10-13: 2x4 SP No.2 WEBS REACTIONS. (lb/size) 22=2020/0-6-15, 12=231410-8-0 Max Hoa 22=451(LC 8) Max Uplift 22=-797(LC 8), 12=771(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=792/334, 2-3=654/341, 3-0=-1703/740, 4-5=1984/885, 5-6=3056/1238, 6-8=-3048/1079,8-9=-3644/1251,9-10=3607/1132,1-22=-2001/795 BOT CHORD 21-22=-231/446, 20-21=-138/1474, 18-20=295/1832, 6-15=-097/328, 13-15=922/3096 WEBS 3.21=-1622/654,3-20=-313/1015,420=-705/366,5-18=457/188, 15-16=-285/1955, 5-15=597/1534, 8-15=-602/359, 8-13=10/277, 1-21=628/1721, 9-13=253/186, 10-12=-2161/730, 1D-13=-979/3242 Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-00o pudins (3-8-3 max.): 2-5. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 15-17 1 Row at midpt 2.21, 3-21, 4-20, 4.18, 5-1 B, 5-15. 1-22 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psF BCDL=3.Opsf; h=20ft; B=4511; L=39ft; eave=5ft; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I0.Opsf- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (p=1b) 22=797,12=771. 8) Graphical purlin representation does not depict the size or the orientation of the Pullin along the lop andfor bottom chord. Thames A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -VenlV design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE MV 7473 rw. 10/03J2015 BEFORE USE. Design valid for use only wn MRekID ComedOr. This tleslgn Is based only upon parameters shown, and Is for an individual building Component, net amass system. Before use, Me building doutmer must very 0e spideabJi y of design parameter and properly heoperde Mls tleslgn into me overall btuWingdeslgn.Bracing Indicated is to prevent budding 0 mdMdual mass web water croad members only. Additional temporary and permanent hracing WOW Is aAvays required for stability and to prevent obaapse wall possible personal Injury and propeM damage. For gcnerl guldanse regarding 0e fabrication, storage, delive, eredlon and brGnng 0 masses and Was systems. see ANSYDR11 Qualify Cdoxii DS"9 and BC5l Building Component East BNd. Tampa, ete rnroMW*n avegable hart TrAS Rate MuLtute.218 N. Lee MaK Buse 312. Nexandru, VA22314. S rY Tampa, FL 36610 FL Jab toss s Tes Type Qty Ply J38116-Telese Bldrs.-Spendthrift 95 a T17633313 J38116 13 Piggyback Base i 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.2405Jun 62019MIIeKInaustnes, Inc. nu JullBUe:VU1332U1v rages ID:FxputPbTngKYWnbiRQNUUpy%COT-aDJHHbsV3?GJCmAYHBScQy41 GRNUY1VonPocenywUWC [ -14511-f 1-2 I 65412 31E2 I 42-15 26-146015 1326-11H}3S52 665139 5313 0 4 6P0 12 SAS = 4xB S.T. =1:70.1 3x4 = 3x4 = Sx5 = 26 Gas ilc as Ga 27 5 io 2x4 II 6 3x6 I' VM. 7 4x4 C 8 2x4 II 9 4x8 C 0 s n 22 21 28 29 20 30 19 31 18 17 16 Gas d 2 see H Axe = 3x4 = AND = SAS = 3x4 II 14 5x5 -- 34 = 6x8 = 4.94 112 37-2-15 3612 t18] 1911-2 2a0.12 24-1 3Yr15 3610.15 3B-It-2 �as.1z I bz.11 I bz.n I fist. 7-2a 2AD 1b3 Plate Offsets (X Y)- 12:0.2-8 0-2d1 15U-2-8 0-2-4) 113:0-2-12 0-3-0I [lS:0-2-4 0.2-121 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (roc) Udell * Ud PLATES GRIP TCLL 30.0 Plate Gulp DOL 1.25 TC 0.92 Vert(L-) -0.21 18-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 VergCT)-0.4613-15 >948 180 BCLL 0.0 ' Rep Stress Ina YES WB 1.00 Horz(CT) 0.18 12 Na nia BCDL 10.0 Code FBC20177rP12014 Matrix -MS Weight: 302 lb FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 5-7: 2x4 SP No.1 BOTCHORD 20 SP No.2'ExcepV BOTCHORD 6-17: 2x4 SP No.3, 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3*Except* 1-22,10-12: 2x6 SP No.2, 10-13: 2x4 SP No.2 WEBS REACTIONS. (lb/size) 22=201910-6-15.12=2316/0.8-0 Max Horz 22=451(LC 8) Max Uplift 22=-797(LC 8), 12=770(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 ith) or less except when shaven. TOP CHORD 1-2=-792/334, 2J=654/341, 3-4=-1701/741, 4.5=-1987/888, 5-6=-3325/1338, 6.8=-3227/1145,8-9=3641/1270,9-10=3588/1145,1-22=-2000f795 BOTCHORD 21-22=-231/446, 20-21=-138/1473, 18.20=-295/1829, 6-15=.554/365, 13-15=909/3101 WEBS 3-21=-1622/655,3-20=-311/1009,4-20=702/362,578=311/186,iS18=321/1845, 5-15=639/1530, 8-15=-399/240, 1-21=627/1720, 10-12=2139/734, 9.13=278/202, 10-13=-996/3227 Structural wood sheathing directly applied, except end verticals, and 2-0.0 oc purling (3-9-7 max.): 2-5. Rigid calling directly applied or 10-0-0 oc bracing, Except: 6-7-7 oc bracing: 13-15 6-0-0 oc bracing: 11-12. 10-0-0 oc bracing: 15-17 1 Row at midpt 2-21, 3-21. 4-20. 4-18, 5-1 S. 5-15, 1-22 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf BCDL=3.Opsf h=20ft; Bzi L=3911; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncancurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 22=797,12=770. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Thomas A. Albsni PE No.3638g MiTek USA, Inc. FL Cert 66% 6904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING -Verity design parameters and READ NOTES ON rM5 AND INCLUDED MITEK REFERENCE PAGE AIII.7473 rev. laN3/1015 BEFORE USE. Design valid for use only with MReks, connectors. This design Is based only upon paamelers shown, and Is for an IndlMdval buiding Component, out a trues system. Before use. the bull4ing designer must v S ythe epptiablity of design parameters and properly incoryarme this design Into Me Owner building design. Bracing indicated is to crating of Individual truss web andfor chom members Only. Additional lempoary and permanent taxiing MiTeW prevent is always required for stabildy and to prevem cotiapse Cobh possible personal injury and property damage. For general gu dea to regarding Ns, aseenatlon,storage, delivery, design and bating of basses and buss systems, see ANSUTRI Duality Cdbrls, DS"9 and BCSI Building Component 6904 Parke East BNd. SarelyinfenrsMion a Dablefmm Truss RatelnM4me,21BN.Ue&MM,6ude312.Ruandra,VAM14. Tampa, FL 36610 Job Truss Truss Type Oil, Ply J38116-Telese Bldrs:Spendtivift 95 T17633314 J38116 A14 Piggyback Base 2 1 Job Reference (optional) East Coast buss, Ft. Pierce, FL 34946 til 3-512 SS13 6.00 12 5x5 = 3x4 = 3x4 = 5x5 = 8.240 a Jun a 2019 Al Industries. Inc. Thu Jul 1808:00:34 ZU19 Sees = 1:69.D 10 1V d 3x6 II Axe = 3x4 = 4x3 = 31 = 44 = 3x4 = BIG = Plate Offsets (X,Y)— (2:0-2-8.0.2-01 15:0-2-8 0-2-0I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip COL 1.25 TC 0.68 Ven(LL) -0.22 12-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Ven(CT) -0.4012-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 HQm(CT) 0.11 11 rule File BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 2811b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 *Except' BOT CHORD 1-17.9-11: 2x6 SP No.2 WEBS REACTIONS. (lb/size) 17=2011/0-6-15, 11=2254/0-8-0 Max Ham 17=-451(LC 8) Max Uplift 17=800(LC 8), 11=789(LC 8) Max Grew 17=2017(LC 14), 11=2254(LC 14) FORCES. (lb) - Max. Comp.lMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-796/335, 2-3=660/342, 3-4=1728/743, 4-5=-2042892, 5-6=2371/921, 6-8=-2923/1029, 1-17=2027/798 BOT CHORD 16-17=-231/446, 15-16=140/1494, 13-15=298/1862, 12-13=-635/2402, 11-12=-726/2348 WEBS 3-16=1646/658,3-15=-314/1032,4-15=.698/365, 4.13=-104/268, 5.13=157/564, 6.13=743/414, 8-12=0/254, 1-16=629/1743, 8-11=2907881, 9-11=346/225 Structural wood sheathing directly applied or 244 oc purling, except end verticals, and 2-0-0 oc pudins (3-9-1 maxJ:2-5. Rigid ceiling directly applied or6.11-0 oc bracing. 1 Row at midpt 2-16, 4-15, 4-13, 6-13, 1-17, 8-11 2 Rows all 1/3 pis 3-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.0psf h=20ft; B=45ft; L=39ft; eave=i Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Fondling. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24>0 wide will fit between the bottom chord and any other members, with BCDL = 101 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at jcint(s) except Gt=1b) 17=800,11=789. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cent 8834 6904 Parke East Blvd. Tampa FL 33910 Date: July 18,2019 ® WARNING -Vent' Eeslgnpinamarers and READ NOTES ON THIS AND INCLUDED AFTEK REFERENCE PAGEAVI-7473 rev. IOV31015 BEFORE USE. Design valid for use onlywilh MTed8 comectors. This design is based any upon peamalem shown, and is far an IndiWUual building companent, not a Miss system. Before use, the building designer mustvedythe epplinbialy of design parameters and properly Incoryorate this design Inlothe overall Wldhgdesign. BaWgIndicatedistopreventbackingofNdiedualmisswebandlorNordmemberscally. aianaltempaaryandpelmaneNNxing M!Tek' is always required Tor stabiliy, and to prevent collapse with possible personal Injury and propeM damage. For general quittance regarding Me frtmeamn. stooge. delivery, emeion and brows, altruists and mist system, we Afrow lQuality Cdada, DSBA9 and 8=1 Building Component asset Parke East Blwl. Sehylnfemindem avaitablehom Tmss Ploteln9Nne.218N.LeeeV .Suke312,N"mdM.VA22316. Tampa, FL 36610 Job Truss Truss Type Oty Ply J38116-Telese Bldrs:Spendthnft 95 ' T11633315 J38116 15 Piggyback Base 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MITek ID:FxputPbTngKYwnbIRONUUpyxCOT-XbR1 2415 3,512 &1t-9 tt-&7 1455 1]-P5 1Stt-2 26R-5 z- .0.1 Ss13 ( 2-114 12-au i }4.0 2-t.13 6.00 12 4.4 = 3x4 = 3x4 = Sx6 T 3x8 26 24 "3x8 cc 3x4 = 3x4 = la 16 12 11 lu 3.6 II 4x8 = 1x4 II 2x4 II 3x6 = 1x4 II 1.4 II 1x4 II tx4 II Inc. Thu Jul 10 08.00:35 2019 3 12 1611-2 53 1% 11$7 t]-9S 1a95 22-&t3 2685 2]r415 32515 hatTaa� sa11 I 661C�D1O 2", 1I" 061 S1L Style = 1:74.5 Plate Offsets (X Y)- 15:0-3-0 0.2-0) I6:0-1-11 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) l/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.16 17-20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(CT) -0.31 17-20 >999 180 BCLL 0.0 ' Rep Stress Incr YES Wit 0.96 HOrz(CT) 0.07 8 War Wa BCDL 10.0 Cade FBC2017rrPI2014 Matrix -MS Weight: 2801b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4.4.5 oc purlins, 5-6: 2x4 SP 270OF 2.2E except end verticals, and 2-M Go purlins (2-9-14 max.): 2-5. 6-7. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-11,5-15: 2x4 SP No.3 9-0-14 oc bracing: 20-21 WEBS 2x4 SP No.3 *Except* 8-2-5 0o bracing: 17-20. 7-8.1-26: 2x6 SP No.2 6-0-0 oc bracing: 5-15 10.0-0 oc bracing: 21-22, 9-11 WEBS 1 Row at midpt 4-20, 1-26, 2-21. 3-21, 4-15 JOINTS 1 Brace at Jt(s): 7, 22,14 REACTIONS. (lb/size) 8=179110-7-0, 26=1796/0-6-15 Max Hom 26=99(1_C 6) Max Uplift 8=-625(LC 8). 26=668(LC 8) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. TOP CHORD 1-2=-775/297, 2-3=-652/308, 3-4=-1532/641, 4-5=-1612/697, 5-6=2679/1012, 6-7=-2357/819, 7-8=1719/637, 25-26=1778/638, 1-25=1760/654 BOT CHORD 20-21=393/1342, 17-20=-519/1642, 15-17=519/1642, 6-9=-1688/739 WEBS 3-20=-185/730, 4-20=-446/237, 7-9=949/2731, 1-21=505/1468, 9-15=-503/1566, 5-9=-420/984, 3-21=-1347/531, 4-15=271/76 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5,Opsf, BCDL=3.Opsf; h=20ft; B=45ft; L=32ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 8=625,26=668. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Alban! PE No.39380 MITek USA, Inc. FL Cart 6634 8904 Padre East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verity 0osignpan,nebrs and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIA7473 rev. 1WW4015 BEFORE USE. Design valid loose only weh MiTeMoonnedgre. Tlils design is based only upon parameters shown, and is for an Individual Wilding component, no my a adds system. Befom use, the oulding designer must why me appRoxity of design Parameters and property Inwmorate this design Inla the overall buildingdesign. Bradlglndicatedlslopmwnt Wac gorindMdual Wsswebendlwchodmembenony. AdMUNRltempmaryandpendnendbraring MiTek' Is aAvays requbed for slabilayand to prevent wflapae with possible perleml lNuryand PrepeM damage. Fergener4lguldanceregamingthe fabrication, storage, delivery. erection and bradng ofbueses and buss systems, see ANSI Pil Ouaiity Comda,DS"9and BCSl Building Component 6504 Parke East BIW. SAMOYMARmaffon avel blefrom Truss Plate Institute. 218 N Lea Street, Suite 312. Alexandra, VA22314. ToeoA FL 36610 6.00 12 4.4 = 3x4 3x4 5x5 = Srale=1:75.6 = = 3X8 h 26 24 LO Us = 14 13 11 lu 3x4 = 3xd = 18 3x6 II 1.4 II 2x4 II 1x4 II 3 6 = 3x8 = 1.4 II 1.4 II 2a15 121D1}4 �a27A15 I'a1sy3(S1� 5613 2815 I Bh12 6+21 � }tit-1 '181 ;.1 3i1-05 I Plate Offsets (X,Y)- 15:0-2-8,0-2-4116:0-2-8,Edge) LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (too) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(L-) -0.17 17-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.3217-20 >999 180 BCLL 0.0 ' Rep Suess Inv YES WB 0.94 Holz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight: 2811b FT=0 LUMBER. BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, 6-7: 2x4 SP 270OF 2.2E except end verticals, and 2-0-0 oc pudins (4-1-8 max.): 2-5, 6-7. BOT CHORD 20 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-13: 2x4 SP No.3 8-10-5 co bracing: 20-21 WEBS 2x4 SP No.3 *Except* 7-10.7 Be bracing: 17-20. 7-8.1-26: 2x6 SP No.2 3-10-0 oc bracing: 6-12 600 DO bracing: 16-17 10 D-0 oc bracing: 21-22. 12-13 WEBS 1Row at midpt 3.21.7-12.1-26.2-21, 4.20, 5-17,4.17 JOINTS 1 Brace at Jt(s): 12, 7.22 REACTIONS. (lb/size) 8=179710-7-0, 26=179610-6-15 Max Ho¢ 26=80(LC 6) Max Uplift 8=636(1C 8), 26=656(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All fames 250 (lb) or less except when shown. TOP CHORD 1-2=775/300, 2-3=-654/310, 3-4=1522/632, 4-5=-1589/671, 5-6=2613/957, 6-7-2336/809, 7-8=1711/651, 25-26=1778/639, 1-25=1761/650 BOT CHORD 20-21=-444/1334, 17-20=-565/1644, 6-12=1684/718 WEBS 3-21=1333/516, 3-20=175/725, 7-12-913/2639, 1-21= 99/1461, 4-20=-454/228, 5-17=-310/167, 4.17=282/96, 12-17=517/1649, 5-12=-035/1192 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-sepand gust) Vasd=124mph; TCDL=S.Opsh BCDL=3.Opsf; h=20ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed fora 10.0 psf bottom chord live load noncancument 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 fall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except (jl=lb) 8=636,26=656. 8) Graphical purlin representation does not depict the size or the orientation of the punin along the lop and/or bottom chord. Thomas A. Albert PE No.39380 MiT9kUSA, Inc. FL Ceit6634 690d Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Wnl1 dasipn Pa.W- antl READ NOTES ON THIS AND rNCLUDEO hVrEH REFERENCE PAGE AII47473 rr .10/=015 BEFORE USE. Design valid for use any with NLTek&=redore. This design Is based onlyupon parameters shown, and Is for an lru lNdual bugdng componem, nnt a Vass syalem. Before use, the building designer mud very 0e appicawMy otdesign parametem and propedy inwmacdc a s design htlo me ovmal bwidingdesga Srecinp Wiwted talc prevent bucNmg dNdivldual Wsa web ender NOM members any. Aadaional temporary and permanent bracing MiTelf Is ahvays required for Mabifty and to prevent wilapse with passible personal Injury and properly damage. Forgenemlgukanceregamingthe fabrication, storage, delivery, emMon and bmdng of trusses and truss systems.see ANSf Pjl Ounfiy Cdreda, DSSB9 and SCSI Building Component 6904 Pare East Bind. Saferyfnformadon avaaabletram Tmss Plate Inst0e,218N.Lee6 O.Suae312,Alexandra,VA22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply J38116-Telese Bldrs:Spendthrift 95 r T77633317 J38116 A17 Piggyback Base 2 1 Job Reference (optional) test load lmas, H. pierce, kL 34B4b 6.ad 12 4x4 = 3x8 3x4 = 3x4 = 5x5 = 5.24USJUn 521.19Mil 26 24 "3.8 = 3x4 = 3x4 = ass = tE 15 12 34 II 1x4 II 3.6 = 2x4 I 1x4 I 1x4 II 1.4 II Ina. Thu Jul 16UB:UU:37 ZU1B page TJW1XY1boEo2ICUvJNilmgnZywuWS 2L15 V1 13 27i15 1515, S1 &1L9 11$] t4SS t&1 L2 2135 26 15 i,]dfj 32515 �1L1�L-01� sSia 2at4 2a14 I ss-13 t� 411-P S1-0 Scale = 174,5 W � tt11 d Plate Offsets (X Y)- (5:0.2-8 0-241 114:0.5.12 0-2-121 LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.16 18-20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(CT) -0.3018-20 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.76 Hoa(CT) 0.10 9 Na Na BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 2931b FT=O% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 6-15: 2x4 SP Na.3 BOT CHORD WEBS 2x4 SP No.3 *Except* e-9,1-26: Zx6 SP No.2 WEBS JOINTS REACTIONS. (Its/size) 9=1793/0-7-0, 26=179210-6-15 Max Hong 26=60(LC 7) Max Uplift 9=651(LC 8), 26=643(1_C 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (ID) or less except when shown. TOP CHORD 1-2=773/302, 2-3=656/312, 34=1507/622, 4-5=1580/647, 5.6=2439/915, 6-7=1360/491, 7-8=-1359/491, 8-9=1741/659, 25-26=1774/639, 1-25=1757/646 BOT CHORD 20-21=494/1326, 18-20=-608/1639, 6.14=376/196, 13-14=-789/2165, 10-13=-788/2164 WEBS 3-21=-1322/499, 3-20=1621711, 4-20=453/216, 4-18=2841111. 5-18=7491323. 5-14=578/1552, 8.10=739/2045, 1-21=491/1450, 14-18=-640/1810, 7-10=490/284, 6-10=-1264/467 Structural wood sheathing directly applied or 3-8-1 oc pudins, except end verticals, and 2-0-0 oc purlins (4-1-5 max.): 2-5. 68. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 84-10 oc bracing: 20-21 7b15 oc bracing: 18-20. 6-"oc bracing: 10-13 10-0-0 oc bracing: 21-22, 15-17 1 Row at midpt 3-21, 4-20, 4-18. 5-18, 1-26. 2-21, 6-10 1 Brace at Jt(s): 8, 22 NOTES. i) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=5.Opsf, BCDL=3.Opsf h=20ft; B=45ft; L=32ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about 8s center. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconwnenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except Qt=lb) 9=651, 26=643. 8) Graphical pudin representation does not depict the sae or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cent6634 6904 Parka East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING - Vc.Ify tlosignpammefers and READ NOMS ON THIS AND INCLUDED MIrEH REFERENCEPAGE M191d0Drov. fM0312015 BEFORE USE. Design valldforuse onywilh MR¢M somxtors. Th6 design is based a 1,uponperameWroshown. and lsfmanindividual buddingoomponent, am auves system, estate use. me building designermust vent' the app&ability aides, paamear, and properly ammonite Nis design into the ovensi bakingdesign. B2Gng indicated is to prevent buJlmg&%dMdual truss web andror chord members only. Addmonaltempomgandpemlanembracing MiTek' Is always mqubed for viability and to prevent collapse with possible personal lnluryand pmpedy damage. Forgeneralguidancemgardingiae IabrlmOon,storage, deWery.ereaian and braringINWssea alW wzs systems,cee ANSffRIQua111ycdteAa,DS849end B=IBuilding Component 6904 Parke East Blvd. Wafylnfarmadon ayailabbgom Truss Plate InWL 0,210N.LeeB M,8une312Alexandra,VA22314. Tampa, FL 36310 Job russ Truss Type Ott' Ply J38116-Telesa Bldrs.Spendlhrift95 ' T77633378 J38116 18 Piggyback Base 1 1 Jab Reference (optional) TRUSS. Ft. Pierce, FL 34946 8.240 s Jun 8 2019Ill Industries, Ina, Thu Jul 18 08:00:38 2019 Page 1 ID:FxputPbTngKYwnbIRD NUUpyzCOT-xA6AKIweuYvcJX2 W4k2n7Onu1S4eDtl0(wh WNJ7ywuW7 }S12 &149 1aS5 1St12 2Sad 2&11-16 34JL15 3&10.15 3&11-2 }S12 SS13 ss13 ssu I sae I a}m aY2 I z+0 zaa 6.00 12 5x5 = 4x8 Scale = 1:70A 3x4 = 3x4 = Sx5 = 28 an go do be 27 5 2X4 II 6 >;, X8 1 0 5it in c I� 22 21 28 29 20 30 19 31 19 17 16 Ba, — 12 C 3xa II 4x8 = 3x4 = 4x5 = Sx8 = 2x4 II 14 5x5 _- ade = 6x8 = 4.94 112 37-t-15 ME3513 1187 tYtl-2 2SPV yGBA 346 5 3&t0.15 3&11.2 I az-n I &za1 I uz ha�a 7.1&n Zan o 3 Plate Offsets (X,Y)— 12:0-2-80-2-01 (5:0-2-80-2-0) (13:0-2-12 0-3-0I rl5:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(L-) -0.24 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(CT) -0.57 13-15 -768 180 BCLL - 0.0 ' Rep Stress Ina YES W8 1.00 Hoa(CT) 0.18 12 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 3021b FT=0 LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' 6-17: 2x4 SP No.3, 13-15: 2x4 SP No.1 BOT CHORD WEBS 20 SP No.3 *Except* 1-22,10-12: 2x6 SP No.2, 10-13: 2x4 SP No.2 WEBS REACTIONS. (lb/size) 22=2019/0-6-15, 12=231510-8-0 Max Flom 22=451(LC 8) Max Uplift 22=-797(LC 8), 12=770(LC 8) FORCES. (Id) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=.792/334, 2-3=654/341, 3a=.17027741, 4-5=1985/887, 5-0=3224/1299, 6-8=3160/1124,8-9=3662/1279, 9-10=3602/1146,1-22=-2001/795 BOT CHORD 21-22=231/446, 20-21=138/1474, 18-20=295/1830, 6-15=-511/337, 13-15=903/3084 WEBS 3-21=1622/655, 3-20=311/1011, 4.20=703/364, 5-18=351/185, 15-18=310/1884, 515=-616/1511, 8-15=-469/283, 1-21=627/1720, 10-12=2143f731, 9-13=296/213, 10-13=-999/3245 Structural wood sheathing directly applied, except end verticals, and 2-" oC purlins (3-8-15 max.): 2-5. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oC bracing: 15-17 1 Row at midpt 2.21, 3-21, 4.20, 4-18, 5-18, 5-15, 1-22 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vuh=160mph (3-sewed gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20N; B=45fi; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonwncument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Is uplift at joint(s) except f1t=1b) 22=797,12=770. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albsni PE No.39380 MiTek USA, Inc. FL Cart6634 69U Padre East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Vent, design panmelen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AUP7473 mv. IW03a015 BEFORE USE. assia Design valid far use only web Mflek® comedienne. Too deign is based only upon parameters shown. and is for an 4Wivdual building cemponeM, not a truss system. Before use, Me buying designer mud vent' 0m applicabilityapplicabilityof design parameters and property incorporate this design Into Me overall ��-��•YYY�� Wrongdoigs. Bracing iOfirated is to prevent budding aladividlalbusd weband/orchard members dory. Addrionalteroodaryandperreanentbradng MiTek' Is allays required for density, and to prevent colopse with possible personal injury and property damage. Forgenereiguidarearegardingthe fabdeation. dontge,delvery, erection and among oftruuesandtmss systems.see ANSWPI1 Duality Grena, DS1349 and SCSI Burld/ng Component 6904 Parke East BW. Selerylnldrrnallan avagbie from Tmss Pima indauta.2la N. Lee shed, Sude312, Nexwdlia. VA M14. Tampa, FL 38610 to Truss Truss Typo Dry Ply J38116-Telese Bldrs.SpentlthriN 95 :I T77633319 8116 A19 Piggyback Base t 1 Job Reference (optional) Truss, Ft. Pierce, FL 34946 6.w 12 5.5 = 3x4 = 3x4 = 5x5 = Axe 8.240 a Jun 82019 MiTek Industries, Inc. Thu Jul le 08:00:392019 Stale=1:70.1 1dldl 3x5 II 4xB = 3x4 = 4x6 = 3x12 = 2x4 II 14 5x5 0 34 = 7xe = 4.9,112 3A24s 3512 I H-a7 13114 232-0 684 30.SI5 a61a15 39-11-2 ez-n I 62-n I sax Alan I zm owl Plate Offsets (X,Y)— [2:0-2-8,0-2-01. [5:0.2-8 0.2-01 113:0-2-12 0-3-01 [15:0-2-12 Edge] LOADING lost) SPACING. 2-0-0 CSI. DEFL. in (too) Udeff L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.36 13-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 Be 0.88 Vert(CT) -0.81 13.15 >545 180 BCLL 0.0 ' Rep Stress Incr YES WS 1.00 Hoa(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 3021b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 6.17: 2x4 SP No.3, 13-15: 2x4 SP 270OF 2.2E BOT CHORD WEBS 2x4 SP No.3 *Except' 1-22,10-12: 2x6 SP No.2, 10-13: 2x4 SP No.2 WEBS REACTIONS. (lb/size) 22=202010-6-16, 12=2314/0E-0 Max Hom 22=451(LC 8) Max Uplift 22=797(LC 8), 12=771(LC 8) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 1-2=793/334, 2-3=655/341, 3-4=-1704/740, 4.5=-1984/884, 5-6=2965/1207, 6-8=2978/1057, 8-9=3659/1260, 9.10=3611/1132, 1-22=-2002(795 BOT CHORD 21-22-2311446, 20-21=-137/1475, 18-20=-29511833, 6-15=479/317, 13-15=-915/3072 WEBS 3-21=1622/653, 3-20=-313/1016, 4-20=707/366, 5-18=543/194, 15-18=275/1999, 5.15=596/1578, 8-15=657/392, 8-13=23/317, 1-21=-627/1722, 9-13=274/200, 1D-12=2159/726, 10-13=-982/3250 Structural wood sheathing directly applied or 2-7-11 oc puffins, except end verticals, and 2-0.0 cc puffins (3-7-14 ni 2-5. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 15-17 1 Row at midpt 2-21, 3-21, 4.20, 4-18, 5-18, 1-22 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=S.OpsY BCDL=3.Opsf h=20ft; B=45ft; L=3911; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; end venial right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about 8s center. 5) This truss has been designed for a 10.0 psi bottom chord live load nonwncurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 It, uplift at joint(s) except (jt=lb) 22=797,12=771. 8) Graphical punin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas "bard PE No.39380 MiTek USA, Inc. FL Cart 6634 6906 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ® WARNING -Vert, di.Imn paramalers and READ NOTES ON THIS AND WCLUDED MITER REFERENCE PACE 01-7473 rev, IOM24015 BEFORE USE. Design valid foruse only MiTek®connectors. This de9gn Is based only upon riu melee shown, and Is for an Individual building wmponem not a rules system Before me, me Making designer must verify me apptiwbaay of design perimeters and property lncerydrate this design into the overall buiMingdesign. Brecinp kMicoteO isto prewmbuckGngol ind'Mdual WzaweDaMlarchaN members only. MrIc.sal tern,tv,.0 pe.am broom, MiTek' Is always required for stability and to prevent collapse wah possible personal injury and property damage. For general guidance regammg me fabrication. storage, delivery, emotion and bracing mousses and truss Volumes, we ANSVFPIf Ouaiq Cdt.da,DSB49wdBWIBuilWng Component sees Parka East Bled. Sarelyfnfmmadin amiablehem TrussFlare Ina e,218KLeaavast,Suae312,Alexanmu,VA22314. Temp.. FL MID Job russ Truss Type Oty Ply J38116-Teless Bldrs.-SpentlNrift 95 I T17633320 J38116 A20 PiggybaGt Base 3 1 Job Reference (optional) Last Coast Truss, Ft. Pierce, FL 34946 6.00 12 5x5 = Sad = 3x4 = 5x5 = 4x6 8.240 s Jun 82019 MTek Industries, Inc. Thu Ju11808:00:402019 Sweet =1:70A 2 d 3.6 II 4xa = 3x4 = 44= 3x10 = 2x4 II 13 5x5 � 3x6 = 7x8 = 41,1112 37-2.15 36II 11A7 13114 223-7 V-7i ME2-15 34615 36.10.15 3&11-2 Plate Offsets (X,Y)— (2:0-2-8 D-2-4) (5:0-2-e D-2-41 (7:0-2-12 D-3-0] 115:0-2-1 z 0-3-0) LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (]cc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.20 16 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0,86 Vert(CT) -0.3916-20 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.21 11 rda n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 3081b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except' 6-17: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3'Except' 1-22,9-11: 2x6 SP No.2, 9-12: 2x4 SP No.2 WEBS REACTIONS. (Ib/size) 22=2021/0$15, 11=2313/".O Max Horz 22=-451(LC 8) Max Uplift 22=-797(LC 8). 11=771(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-793/334, 2-3=655/341, 3-4=-1704(740, 4-5=1989/883, 5-6=2752/1147. 6-7=-2795/1023, 7-8=-3500/1186, 8-9=3616/1193, 1-22=2004795 BOT CHORD 21-22=231/446, 20-21=-137/1475, 18-20=295/1835, 6-15=-409/273, 14-15=-839/3037, 12-14=1001/3217 WEBS 3-21=-1622/653, 3-20=313/1016, 4-20=711/367, 578=835/248, 15-18=311/2015, 5-15=-639/1776, 7-15=-859/411, 7-14=0/320. 1-21=627/1723, 8-12=285/176, 9-11=2091(725, 9-12=107213293 Structural wood sheathing directly applied or 2-4-4 cc purlins, except end verticals, and 2-0-0 cc purlins (3-8-0 max.): 2-5. Rigid ceiling directly applied or5-11-3 cc bracing. Except: 1 Raw at midpt 6-15 6-0-0 ac bracing: 15-17 1 Row at midpl 2-21. 3-21, 4-20, 4-18, 5-18, 1-22 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=3.Opsf, h=20ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb) 22=797,11=771. 8) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Thgma9 A. Alban! PE Ng.39390 MiTek USA, Inc. FL Cart 6634 69U Paden East Blvd. Tampa FL 33610 Bate: July 18,2019 ®WARNING. Veriry,dusign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE GAGE Mll-7d73 rev. rW0312015 BEFORE USE. * �e Design valid for use only wnh MTelea convenors. This design is based a* upon parameters shown, and Is for an Individual bu601ng compbnenl. not a truss system Before use. the building deelgner must vent' Me appica lby ofdeegn pammetmwdpmpedyhwaN eNlsdeslgnWomeowrall -fY� bUldingdesgn. Bracing in ieawd is to prevent buckling oflndwidual Wes web arMlor chool members bell. AddhiondlemporaryarMpermanembmcing Mirek' Is always required for stability and to prevent collapse whh pbseible pereanal Injury and property damage. Forgenerelguidancemgardingme Iabr fEt On, atgag B. deWey.2RNOn and b(eting OlLa330e and VYee 5y9ema, Ye ANSIVIed!Quality Croade. DS649 and BCSIBullding Component 6904 Parka East BNd. Safelyrnformwaon awllabte flan Tmas Plate Inst3ute, 21a N. Lee Street, Suhe312, Alexandria, VA2231d. Tempe FL MID Truss Truss Type 0ty Ply J38116-Telese Bldrs.-Spendthrift 95 IJob T17633321 J38116 A21 Piggyback Base i 1 Job Reference o tional East Coast Truss, Ft. Pieros, FL 34946 6A0 12 5.5 = 3x4 = 3x4 = Sx5 = 4x8 8.240 s Jun 8 2019 MtTek Industries, Inc. Thu Jul 18 08:00:41 2019 Scale-1:64.8 Safe II 4x8 = 3x4 = Sx10 = 3x4 = 5x5 = 54 II 35-72 114 7 19-11-2 285.5 3135 37-2-15 aslz B-z-It I e-z-11 I 8a2 is-11-1D ' Plate Offsets (X,Y)- 12:0-2-8,0-2d1, I5:0-2-8,0-2-0119:Edge 038) 110:0-2-8 0-1-12) 112:0-3.12 0-3-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.21 11-12 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(CT) -0.41 11-12 >999 180 BCLL 0.0 ' Rep Stress Ina. YES WB 0.93 Horz(CT) 0.09 9 Na n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Weight 28116 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' BOT CHORD 1-15:2x6 SP No.2 WEBS REACTIONS. (Its/size) 15=2028/06-15, 9=2028/Mechanical Max Horz 15=-049(LC 8) Max Uplift 15=806(LC 8), 9=705(1_C 8) Max Grav 15=2035(LC 14), 9=2093(LC 14) FORCES. (Ila) -Max. CompfMax. Ten. -All forces 250 (to) or less except when shaven. TOP CHORD 1-2=.802/337, 2-3=666/344, 34=-1750/750, 4-5=-2060/906, 5-6=2416/945, 6-7=-3026/1103, 7-8=-3036/1030, 1-15=2044/803, 8-9=2019/717 BOT CHORD 14-15=.266/444, 13-14=-152/1507, 12-13=-309/1884, 11-12=-630/2382, 10-11=-781/2570 WEBS 3-14=.1667/665, 3-13=320/1052, 4-13=715/371, 4-12=109/284, 5-12=178/609, 6-12=-749/419,6-11=-123/339, 1-14=635/1759, 8-10=736/2431, 7-10=448/168 Structural wood sheathing directly applied or 2-2-0 oo purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 2-5. Rigid ceiling directly applied or 6-8-0 oc bracing. - 1 Raw at midpt 2-14, 4-13, 4-12, 6-12, 1-15 2 Rows at 113 fits 3-14 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=3.Opsf; h=20tt; B=45ft; L=37ft; eave=5ft; Cat. II; Earls C; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and Tight exposed; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I0.0psf. 7) Refer to girder(s) for truss to Truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Is uplift at joint(s) except Qt=lb) 15=806,9=705. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the lop and/or bottom chard. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE Mll-TJT] rev. 10/03/2015 BEFORE USE. aaaaaa *e Design valid for use only wdh MITek® connemors. This design Is based only upon parameters shown, and is for an hMiNdual Wilding component not HVa a hurt system Were use, Me building designer must wily Me applicability of design parameters and propertyincarporate mis design Into the overall builaingdesign. aradng indicated into prevent Welding of Individual MISS web Antler chord members Any. Additional temporary and permanent brac �I Mr eW Is akvays required for Mabily and to prevent callapse with possible personal In)myand property damage. For generel guldance regarding the fing fabrication. Storage. delivery, election and bracing oftresses and buss Systems. we ANSgTPH Qualify Grenada, DSB49 and SCSI Building Component 6904 Parke East She. SaNtylatarmadon araaableram TmssPlate Inat e,218N.Lee Street,Suae312,Alexandria,VA22314. TamPA FL 36910 Job Truss Truss Type Oty Ply J38116-Telese Bldrs.Spentllhrift 95 T17633322 J38116 2 Piggyback Base 1 1 Job Reference (optional) 6.00 12 5.5 = 3x4 = 3x4 = a.crUsaun o<ummiercmousmes,me. mu.lun6uu:uu:4zzum Swq = Scale =1:76.3 21 19 - __ 3x4 = 13 12 11 10 9 34 II 3x10 3.4 6x8 = 5x5 = 44 II 34 = 5.8 = 2x4 II 2x4 II 2b15 �1s a.S1] 411-9 ttb] 174 3&Ss 312p$2 2-1}Sa1sna4aanl Plate Offsets(X,Y)- [2:0.2-8,0-241.15:0-2-8,0-241.[9:Edge0-3.81 [10:0-2-80-1-121 [14:0-2-120-3-01 LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (lac) /de0 Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(CT) -0.4314-15 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.89 Horz(CT) 0.12 9 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 2871b FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2*Except* 5.12: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3*Except' 1-21: 2x6 SP No.2 WEBS JOINTS REACTIONS. (Ib/size) 21=2060/0S-15, 9=2040/Mechanical Max Horz 21=449(LC 8) Max Uplift 21=796(LC 8). 9=702(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1.2=888/302, 2-3=743/315, 34=-1888/770, 4-5=-2212/939, 5-6=2543/976, 6.7=-2802/1040, 7-8=2968/1023, 20-21=2038/685, 1.20=20207732, 8.9=1976f713 BOT CHORD 17-20=-287/483, 16-17=-287/483, 15-16=165/1648, 14-15=-340/2072, 10-11=-775/2557, 5-14=-190/658 WEBS 3-15=-325/1031, 3.16=1678/684, 4-14=109/252, 6-14=405/322, 7-10=-347/178, 1-16=-594/1704, 8.10=430/2413, 4-15=717/373, 11-14=597/2334 Structural mod sheathing directly applied or 2-2-0 oc puffins, except end verticals, and 2-0-0 oc purlins (3-5-10 max.): 2-5. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 16-17, 12-14 1 Row at midst 3.16, 4.14, 6-14, 1-21, 2-16, 4-15 1 Brace at Jt(s): 17 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Ops1; BCDL=3.Opsf h=20ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Will fit between the bottom chord and any other members, With BCDL = IO.Opsf. 7) Refer to girder(s) for truss to truss Connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It --fib) 21=796,9=702. 9) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert6634 6904 Parka East Blvd. Tampa FL 33610 oats: July 18,2019 ®WARNING -Ven1y tlesign pnamelen and READ NOTES ON THIS AND INCLUDED MREx REFERENCE PAGE MIL7473 mv. MOV2015DE£ORE USE. Deeign valid torus. onywM Mmek®ronneclom. This design is bash ony uumparameters shown, end ie form Irdrvdual budding component me �• s tm9s system. BBfole use. Ne bYIMNg designer must wNlythe WpOWbRyOf desgn parameters and pNOBIy hoss,orale mis design inldme Overall buildingdesign. Bracing bMirated is to prevent bucking of Md'mdual Inds web aMlor Nord members only. Addalonaltempo2yandpelmaneNWaciag MiTek' is aArays required (oralauldy and to anent collapse with pos9ble personal injury and property damage. For genese pldanee regaming the fabriradon, storage, dellwa , erection and smarg of tnssas and truss systems, see ANSUT%I Duas y Camurk, DS249 and SCSI Building Component e904 Parke East BIM. SareylNormagon avaaable flan Truss Plate lnewme, 21a N Lee Street, Subs 312, Alexandda, VA22314. Tampa, FL 36810 Job cuss Truss Type City Ply J38116-Telese Bldrs.-SpentlNrift 95 ' T77633323 J38116 A23 Hip 1 1 Job Reference (ootionall tam Goad truss, rL rleme, rL J Wib a.00 12 Sx5 = 5x8M18SHS 3x4 = 3x4 = 2 3 22 4 23 5 l08 1 a.Z4U S Jun 6 ZU19 Walk Industries, Ind, Thu Jul 18 08:00:43 2U19 11 21 19 a _ 3x4 = 13 12 11 10 9 3x6 II 3x10 3.4 II 6x8 = 5x5 = 5x6 II 34 = Us = 2x4 II 2x4 II 2s15 1515, AS1] 8.11-9 118] t0-415 1 tt- 2S7< 31d5 ]]-2-05 hslI Tn Tssu 12a14 I rrla I2a saz I saz I s11.10 scale=1:78.9 Plate Offsets (X,Y)- 12:0-2-8,0-2d),18:Edge,0-1-121. 19:Edpe 0-3.81 110:0-2-8 D-2-0) 114:0-2-12 0-3-0) LOADING (psf) SPACING- 2-M CSI. DEFL. in (lac) IfdeB Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.21 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber COL 1.33 BC 0.88 Vert(CT) -0.41 14-15 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Ina YES WB 0.88 Hori(CT) 0.12 9 life Na BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 287 In FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 'Except' BOT CHORD 5.12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* WEBS 1-21: 2x6 SP No.2 JOINTS REACTIONS. (lb/size) 21=2060/D-6-15, 9=2040/Mechanical Max Horz 21=-397(LC 8) Max Uplift 21=-795(LC 8), 9=702(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=889/WB, 2-3=745/323, 3d=1891/775, 4-5=-2222/945, 5-6=2545/981, 6-7=-2800/1036,7.8=-2967/1017, 20-21=-2036/683,1-20=-20191734, 8.9=197lr713 BOT CHORD 17-20=-224/425, 16-17=-224/425, 15-16=-200/1634,14-15=-395/2070, 10-11=-819/2552, 9-10=-112/260,5-14=-182/645 WEBS 1-16=599/1712, 3.16=1670/678, 4-14=114/259, 6.14=386/308, 7-10=-340/177, 8-10=-719/2339,3-15=-324/1027,4-15=717/370, 11-14=637/2333 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-D-0 oc bracing: 16-17, 12-14 1 Row at midpt 3-16, 4-14, 6-14. 1.21, 2.16, 4.15 1 Brace at Jt(s): 17 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf, h=20ft; B=45ft; L=3711; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss Connections. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 IS uplift at joint(s) except (t=lb) 21=795, 9=702. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING-Vor,lVdesignpanmelen and READ NOTES ON THIS ANDINCLUD£D MITEK REFERENCE PAGE MR-7473 rev. 10.V34015 BEFORE USE. �e Design valid foruee onlywith MTekW cmmapbrs. This design is based any upon parameters shown, and is for an individual builf,g component, not pC�, e truss system. Befare use, the buiWAg designer must wed me apPGrabiriy 4fdedgn parameters and property incorporate Nee design Months overall buufngdefgn. Bma gendiWedislopmwntWWtngormdMdualtmssw DaWoraoMmembemany. Addkpnaltempore alldpe1111dnembmMg MiTek' Is always required for MabilRy and to prevent colapse with possible persowl lNury and property damage. For general guidance regaining the fabri adon, manage, delivery, mention and bradng 0Guests and truss systems, see ANSM11 Duality Colons, DS849 and BCSI Building Component 6904 Parke East BAd. SafetylnfonnN4n available from Tmss Plate Inatome. 218 N. Lee Street, SuM 312, AkxanM1a. VA n314. Tampa, FL 36610 Job Truss Truss Type 0ly Ply J38116-Telese Side. -Spendthrift 95 I T17633324 J38116 4 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,240 s Jun 8 2019 MITek Industries, Inc. Thu Jul 18 08:00:46 2019 Page i I D:FxputPbTngKYwnbIRONUUpyxCOT-EX1 poi?l Fhncfe4s jg0vUZ5RHV6MSaZXHiF35ywu W0 15-t] bt5 i-i-15 1&16J 1ba15 21-11-2 I 3rdA5 hs+z s1a I sa ) 41.4 1 3-24 Tb3 I T.s.tt Sao 12 Sx5 = 3x4 = Set = 3x4 = 2x4 II Sx8 = 4x8 i 2 3 422 5 23 624 7 20 19 1O 3.6 112,14 II axe M18SHS = 10x10 = 3x4 = 14 13 12 11 2x4 114x10 = 5x5 = 1-11-15 h1ta2zsa3I M4I 3-,15 2f2 t t0.42 T-;11S2e 9.24I T&5 10 ax8 Mi86H5 II Scale=1:74.8 Plate Offsets (X Y)- 12:G-2-8 0-2-4) IT0-6-0 0-2-8] 19'Edoe 0-1-12) [11:0-2-8 0-2-01 115:0-2-8 0-3-0] rl7:Od-0 0-4-8] LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (lac) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.25 15-16 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.76 Vert(CT) -0.5015-16 >894 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Inns YES WB 1.00 Hoa(CT) 0.14 10 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2831E FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 15-21: 2x4 SP No.1, 6-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-20: 2x6 SP No.2, 910: 2x4 SP No.2 WEBS REACTIONS. (Ib/size) 20=205810-6-15, 10=2041/Mechanical Max Ho¢ 20=-449(LC 8) Max Uplift 20=-797(LC 8). 10=701(LC 8) FORCES. (Ib)-Max. Camp.IMax. Ten. -All forces 250(ID) or less except when shown. TOP CHORD 1-2=-447/79, 2-3=392/113, 35=2023/762, 5-6=2470/1000, 6-7=2451/994, 7-8=-2552/960, 8-9=3075/1053, 20.21=-2009/712, 1-21=2032/513, 9-10=1958/718 BOT CHORD 17-21=235/492, 16-17=192/1652, 15-16=436/2310, 6-15=361/170, 11-12=773/2623, 10-11=143/375 WEBS 3-17=-2002/826, 3-16=-371/1159, 5.16=834/429, 5-15=1271272, 12-15=433/2366, 7-15=262/1389,7-12=-730/122,8-12=636/380, 1-17=517/184B, 9-11=-637/2271 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 1 Row at midpt 6-15 6-0.0 0o bracing: 13-15 1 Row at midpt 3-17, 5-16, 7-12, 8-12, 1-20 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCOL=3.Opsf; h=20ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked fora plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will If between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss Connections. 9) Provide mechanical connection (by others) of thus to bearing plate capable of withstanding 100 Ib uplift at joint(s) except gl=lb) 20=797, 10=701. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE Ng.39380 MITek USA, Inc. FL Cad 0034 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verily tlesl9n 1arame1e11 and READ NOTES ON THIS AND INCLUDED 411TEX REFERENCE PAGEM147473 rov. ITION20I5 BEFORE USE. Deelgn valid fol use onlywah MReMeconneCom. This design is based only Wheparamea s shorn, and Is finen inshAdual bugling component, not a "as system Before use, the building designermust verify the eppaozbircyef design parameters and property incorporate his design into Me 0vendl building design. Bracing Indicated is to prevent buUGng oflndMdual hussweb andNm MON members only. Addkional temp0raryand permanent aracing MITek' is aAvays rei,uaed for stabirhy and to prevent collapse with possible personal injury and properly damage. Forgenealgukanceregadingthe fabrication, stowgge, degvery, eretlbn end bracing ofbusses and truss systems,see ANSVTP11 Duality Crkerla, DSB49 and SCSI Building Component 601 Parke East Blvd. Safetylnforin a avagable8om TmssPlate In9=e,218N.Lea31ree.Sude312,Alexandria,VAM14. Tampa, FL 36810 4x8 = 3x4 = 34 =3x4 = 2x4 II 5.8 = 1 2 u 3 4 23 5, 6 area II 4x6 = 2.4 II 2x4 II 13 - 2x4 II 402 = Scale = 1:72.2 I¢l6 5x5 = 3x810118SHS II LOADING (Pat) SPACING- 2-0-0 CS]. TCLL 30.0 Plate Grip DOL 1.25 TC 0.82 TCDL 15.0 Lumber DOL 1.33 BC 0.66 BCLL 0.0 Rep Stress Ines YES WE 0.91 BCDL 10.0 Code FBC2017rrP12014 Matrix -AS DEFL. in (too) Vdeft L/d Vert(L-) -0.20 13 >999 240 Verl(CT) -0.3814-15 >999 180 Hoa(CT) 0.13 9 n/a n1a PLATES GRIP MT20 244/190 M18SHS 2441190 Weight: 2621b FT=0% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'ExcepV BOT CHORD Rigid Gelling directly applied. Except: 5-12: 2x4 SP No.3 10-0-0 cc bracing: 12-14 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 1-21, 1-16, 2-16 1.21: 2x6 SP No.2 REACTIONS. (lb/size) 21=2061/0-6-15, 9=2041/Mechanical Max Horz 21=428(LC 8) Max Uplift 21=-791(LC 8), 9=706(LC 8) Max Grav 21=2120(LC 14). 9=2041(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 20-21=-2017/704, 1-20=-1966/789, 1-2=.1713/606, 2.4=2637/992, 4-5=-2842/1105, 5.6=-2822/1099,6-7=-2686/1009, 7-8=3035/1050, 8-9=1967/719 BOT CHORD 17-20=188/464, 16.17=188/464, 15.16=-235/1725,14-15=-564/2637, 5-14=462/237, 10-11=-78612602, 9.10=1071298 WEBS 1-16=-914/2368, 2-16=-1565f727, 4-15=808/428, 4.14=163/293, 11-14=501/2237, 6-14=-271/1100,6-11=-286/96,7-11=454/292,7-10=-260/164, 8-10=689/2336, 2-15=555/1327 NOTES- 1) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=3.0psf. h=20ft; B=45ft; L=37ft; eave=5ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 6) • This Imes has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 0=16) 21=791,9=706. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A Nbani PE No.39390 MiTek USA, Ind. FL Cast 0634 6904 Parke Seat Blvd. Tampa FL 33610 Date: July 18,2019 ® WARNING -Verity design Parameters and READ NOTES ON THIS AND INCLUDED MTEH REFERENCE PAGE 511L7473 raw. 10031015 BEFORE USE. Design vaLct for use ony was, MiTek® canneMrs. The design Is based ony upon parameters shown, and is rah an Mankidual build'rug Component, nN a truss system. Before use, the building designer mum veriy Me applicability of design parameters end property Moorporme Nis design Into the crawl bulld'mg4eslgn. Bracing indicated into buckling oflndrudual truss water mom members on,. AddNoalrersoaarandpermatentbracing MiTek' prevent web Is always vanished for stability and to prevent Collapse win possible personal Injury and property damage. For general guidance regarding the fabdcatlon.storage, delivery, emotions and bracing oftmsses and truss systems. we ANSVDP11 Quality Orlando, DS848 and SCSI Building Component 6904 Parke East BW, Safeylnrarmefion avagable (ram TrusB Plate Inmaule, 218 N. Lee STreeL au4e 113, Alaxantlda, VA22314. Tempe. FL 35610 Jots Truss Truss Type Oly Ply J38116-Telese Bldrs.-Spendthrift 95 ' T17633326 J38116 A26 Root Special t 1 Job Reference (optional) test Goast iwas, YL Pience, YL 34114b 5.24U a Jun 62019 MITex Inc. T uJD11806:UU:4b ZU1B Scale= 1:656 4x6 3x4 = 34 = 2x4 11 SxB = 3 334 3x4 II ties = 5x5 = S 8 II 2x4 II 1-su n 610.1 1 1aT.1s I 13da I to-a-ts 1 zsn-z I at-s< I s1-z-ts Plate Offsets (X Y)— 16:0-6-0 0-2A] 18:Edge 0-1-12] l9:Edge 0-3-8] 110:0-2-8 0-2-0) ry4:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(L-) -0.24 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Ven(CT) -0.4514-15 o981 180 BCLL 0.0 ' Rep Stress Inv YES WB 1.00 Horz(CT) 0.15 9 Na n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight 250 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 20 SP No.2'ExcepV BOTCHORD 5.12: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' WEBS 1-21: 2x6 SP No.2 REACTIONS. (lb/size) 21=2061/0-6-15, 9=2041/Mechanlcal Max Horz 21=371(1_C 8) Max Uplift 21=-780(LC 8), 9-717(LC 8) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 20.21=2007/708, 1.20=1965/783, 1-2=20121709, 2-3=3095/1148, 3-5=3350/1277, 5.6=-3331/1273, 6-7=2809/1065, 7-8=2957/1046, 8-9=1973/727 BOTCHORD 17-20=164/406, 16-17=-164/406, 15-16=.368/2012, 14-15=776/3095, 5-14=585/303, 10-11=797/2546 WEBS 1-16=984/2577, 2-16=15657714, 3-15=-801/414, 3-14=172/347, 11-14=600/2262, 6-14=356/1274, 7-10=-358/184, 8-10=732/2350, 2-15=582/1440 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 1 Row at midpt 1-21.1-16 NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; 8=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuff ant with any other live loads. 5) - This truss has been designed for a live load of 20.Ops1 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. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (jl=1b) 21=780,9=717. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban PE No.39380 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 AWARNING .Verily design pammefan and READ NOTES ON THIS AND NcruDED MITEN REFERENCE PAGE MILr473 rev. 10/01R015 BEFORE USE Design valid foruse oniywlh MITekV Connectors. We design is based only upon parameters shown, and is loran bMiW ual bunding component, not a Wss system. Before use, me building designer must vent' We appticabiWyofdesign pammelem and grope ry Nwryorale this design into the overact buiMingdesgn. Bracing idiuted is to prevent butting of 1mWdum truss web andlor Nord members only AdditmnM temporary aM pennaneM bracNp MiTek' is always required for sabilly and to prewM wllapse wM possible personal injuryand property damage. ForgenealguidanceregaNingthe fabrication, surge. delivery erection and bracing oftmsus and truss systems, we ANSLITPH Quality Cdada, DSB49 and SCSI Building Component 69D4 Pares East Blvd. Saterylnformafron available tarn Truss Plate InsWNe.218 N. Lee Mmd, S le312, Nexa . VA22D14. Tampa, PL 36610 Job Truss Truss Type Cry Ply J38116-Telese Bldrs.-Spendthnft 95 I T17633327 J38116 A27 Roof Special 7 1 Jab Reference (optional) East Coast Truss, Ft. Pierce. FL 34946 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 08:00:47 2019 Page l ID.FxputPbTngKYwnbIRCNUUpyxCOT.Av aDN1HmJ1 KuwEE57iu?vfrn48DgM5s?bSL7ywuW_ T 2-I 3aa11 za i ]-2,1545 14a15 0 3sS-2 31a.uaaa26<1 d &e i 6esle:3115"T 8,00 112 44 = 3,4 = 3x4 = 34 = 2x4 I 3x4 = 4x6 3x4 = 5x5 = 1 2 23 3 4 24 525 6 26 7 6 9 N M N I� 9 set33x11 2.4 6x8 = Sx8 = 4i� 8 2x4 II 14i1524r18 0.10.1 134d 1a&15 1¢&15 25-0-0 35- 37-215 '1-5-1�A0 4.az I NS 1 sm- o s)-1 I 10a-2 Plate Oftsets(XY)- T8:0-2-e0-2-4) 110:Edoe0.3-8) [12:0-4-00-2-41 [75:0-2-80-2-121 T17:0-180-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) VdeO Ud PLATES GRIP TCLL 30.0 Plate GNP DOL 1.25 TC 0.72 Vert(LL) -0.31 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 Be 0.91 Vert(CT) -0.60 11-12 -732 180 BCLL 0.0 ' Rep Stress Ina YES WE 1.00 Hoa(CT) 0.18 10 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2551to FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` 5-13: 2x4 SP No.3 WEBS 20 SP No.3 •ExcepC 1-22: 2x6 SP No.2, 1-17,3-15,2-16: 2x4 SP No.2 REACTIONS. (lb/size) 22=2061/0-6-15, 10=2041/Mechanical Max Hoa 22=385(LC 4) Max Uplift 22=-747(LC 8), 10=750(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10.0-0 GO bracing: 13-15 WEBS 1 Row at midpt 1-17, 7-11, 9-10 FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(I1b) or less except when shown. TOP CHORD 21-22=2005/749, 1-21=1964/770, 1-2=2436/998, 2-3=3751/1479, 3-5=4052(1586, 5-6=-0015/1575, 6-7=2905/1191, 7-8=6621346, 8.9=-755/372, 9-10=-20961755 BOT CHORD 18-21=-3261325, 17-18=-326/325, 16-17=-859/2436, iS16=-1217/3751, 5-15=544/284. 11-12=-765/1979 WEBS 1-17=1071/2896, 2-17=1563/666, 3-16=-802/384, 3-15=195/388, 12-15=959/2781, 6-15=-095/1438, 6-12=-1400/562, 7-12=467/1413, 7-11=2079/814, 9-11=610/1874, 2-16=59411623 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45111; L=37ft; eave=5ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and Tight exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked fora plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconctment with any other live loads. 5) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Us uplift at joint(s) except ateb) 22=747, 10=750. - 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetreck be applied directly to the bottom chord. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ® WARNING -V.0n, destgn yammerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-74I5 r v 10V56015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based any upon parameters shown, and is for an Individual budding Movement. not a CUSS system. Before use, the building designer must very me applitabily of design parameters and property ineuxeste tNs design one Vie overall buildingdedgn. Bracing iMiested is to present buWng of hdiNdual truss web sector chord members ony.MdOCoal temporery and permanent bracing MiTek' is always required forstabilay and to prevent collapse wait possible personal injwy and property damage. Forgenemiguldanceregarding Ne fabdragon, Storage, delivery, erection and bmdng Mbusees and Voss systems, see ANSWPN Duality Cdreda, DSB89 and SCSI Surlding Component 6901 Parke East Blvd. - W40FI.Reww0on avail' bk hem Truss PIMe tnM4Me.218 k Lea sired, Suae 312, M.ndda, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply=J38116-TeleseBldrs.-Spendthrift 95T1]633328 J38116 A28 Roof Special 1 (optional) sax s.oaiI nuse, I. name, r I.a,Ii o a.a4u s Ju0 a Zulu MI ex Ineust085, mC. nu aN le Ue:vu:90 ae ro rage r Scale: 31101 SN = 4x4 = 3x4 = 3x6 = 2114 It Aso = 44 = see = 1 2 23 3 4 524 6 25 7 8 1st s 3x6 II qx4 = 3x4 I 4x8 = 5x8 = 4x8 II 2x4 II axe = 1s.1s asl alas foals leas loafs 1 i 2sT.e zT-ma M 3T,n -z-ls I , Plate Offsets(X,Y)— f9:Edge0.3-81f11:0-2-60.1-81ry4:0-4-40-2-121 LOADING (psf) SPACING- 241-0 1 DEFL. in (roc) 11i L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.45 13 >990 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.76 VeM1(CT) -0.82 13 >539 180 BCLL 0.0 Rep Stress Inv YES WB 0.99 Horz(CT) 0.21 9 1 nla BCDL 10.0 Code FBC2017rrP12014 Mamx AS Weight: 2341b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.2'Except' 14-16: 2x4 SP No.i, 5-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-22:2x6 SP No.2, 1-17,3-14,11-14,2-15:2x4 SP No.2 REACTIONS. (lb/size) 22=2061/0-6-15, 9=2041/Mechanical Max Uplift 22=-745(LC 8), 9=751(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid Calling directly applied. Except: 10-0-0 oc bracing: 12-14 WEBS 1Row at midpt 8-9.1-17.8-10 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 21-22=-20011742, 1-21=19607765, 1-2=7085/1131, 2-3=4757/1740, 3-5=5134/1873, 56=-5072/1852, 6.7=3457/1265, 7-8=2165f796, 8-9=1982r763 BOT CHORD 15-17=-1131/3085, 14-15=1740/4757, 5-14=-547/287, 11-12=-117/321, 10-11=796/2165 WEBS 1-17=-1262/3417,2-17=-1560/667,3-15=-798/381, 3-14=276/434, 11-14=1181/3220, 6-14=-681/1879, 6-11=1535/635, 7-11=61211687,8-10=1015/2758,7-10=1635/683, 2-15=-701/1924 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-sewn gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; 13=4511; L=37ft; eave=5ft; Cal. II; Este C; Encl., GCpi=0.18; MWFRS (directionaq; Cantilever left and right exposed ; Lumber DOL=1.60 plate gdp DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonwncumenl with any other live loads. 5) "This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) except gl=lb) 22=745, 9=751. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheebock be applied directly to the bottom chord. Thomas A. Albani PE No.39388 MiTek USA, Inc. FL Carl 0634 99M Padre East Blvd. Tampa FL 33610 Bate: July 18,2019 WARNING -Verity design parmnerors and READ NOTES ON TMS AND INCLUDED AUTEK REFERENCE PAGE MII-7473 in, IM312015 BEFORE USE. we �e Desgn valid foruse oneywah Mirek®oonnedora. This deagnb based any upon parameters shown. and is Wan find al building component, not �� a Was system Before Use, the building designer must vetly 0e applicability of design pammeten and pi inmNa2le the design We the omrall ��-��.YYY bdldingdeaign. Bracing indicated is to prevent Wrung of individual miss web smear chord members anti. Adanbnaltampanwiddpemlanembracmg MiTek' Is always retired for stability and to prevent collapse with possible personal lnjuyand property damage. Forgeneralpfcameregardingthe fabnation.storage, davey. eremss ction and bracing oftes and trusssystems, e ANSD 11 Quality Grammar DS849 and SCSI Building Component 6904 Parke East BNd. Sareylnformation avalUM from Tmss Peale InaWute, 21e N. Lee Sired, Suaeal$ Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply J38116-Telese Bldle.-Spendthrift 95 T17633329 J38116 A29G Roof Special Girder 1 q L Job Reference (optional) 4U n mi l eR amuslnes, inc. I nu Jul it, ue:uu:a l fury rageI Scale: W1W=1' Axis = 4x4 = 3x4 = 3x4 = Area = 2x4 II 4x4 = 3x4 = W5 1 25 26 2 27 283 29 30 431 5 632 33 34 35 7 36 37 38 8 39 40 9 Fa 3 15 41 19 42 43 is 44 1) 45 Is 45 22 des 4x4 =4x8 M1BSH5 =3x4 13 49 12 52 11 3z6 1 2I 14 50 51 53 54 55 So 310 4 11 3x4 II 5.0 = Axe = 2.4 II 6x12M1aSHS = 34 = 14i15 61 52-9 1644 4 IS 1 1411-15 t9-��1jj 2S)-9 31dS 3]-2-15 It$.15 -0.0 -l.]-4 I L1M1tf I I Ian I 4tn.1n I Plate Offsets (X,Y)- 15:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.71 14 >626 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(CT) -1.02 14 -433 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina NO WB 0.88 Horz(CT) 0.25 10 n/a n/a BCDL 10.0 Code FBC2017/77I2014 Matrix -MS Weight: 44611a FT=0% LUMBER- BRACING. TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 15-17: 2x4 SP No.1, 6-13: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3'Excepl' 1.24: 2x6 SP No.2, 2-18,3-16,4-15,1-19,12-15: 2x4 SP No.2 REACTIONS. (lb/size) 24=3147/0-6-15, 10=3059/1ilechamcal Max Uplift 24=1674(LC 8), 10=1664(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23.24=-3077/1650, 1-23=3022/1662, 1-2=5097/2727, 2-3=8446/4529, 3-0=10313/5544, 4-6=1a612/5733, 6-7=10452/5652, 7-8=46665/3627,8-9=-4171/2284, 9-10=2979/1662 BOT CHORD 18-19=2727/5097, 16-18=-4529/8446, 15.16=5644/10313, 6.15=698/477, 12-13=-375/727, 11-12=2284/4171 WEBS 2-18=-2062/3830,3.18=1696/1003,3.16=-1161/2136,4-16=-825/550,4-15=291/342, 7-15=-2181/4086,7-12=2553/1480,8-12=1612/2993,8-11=2482/1462, 9-11=2685/4903,2-19=-2562/1477, 1-19=-3035/5653, 12-15=-3354/6119 Structural wood sheathing directly applied or 2-11-15 cc punins, except end verticals. Rigid ceiling directly applied or 5.8-13 oc bracing. Except: 10-0-0 oc bracing: 13-15 NOTES. 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chards Connected as follows: 2x6 - 2 rows staggered at 0.9-0 Go, 2x4 - 1 row at 0-7-0 Go. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 Go. Webs Connected as follows: 2x4 - 1 row at 0-9.0 Go. 2) All loads are Considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only toads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsF BCDL=3.0psf h=20ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) - 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. 9) Refer to girders) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0=1b) 24=1674,10=1664. Thomas A Albani PE ND.39380 MiTek USA, Ina FL Celt 6634 69M Parke East Blvd. Tampa FL 33610 Date: July 18,2019 'ontinued on pace 2 ®WARNING -Verity duds. paramerele and READ NOTES ON THIS AND INCLUDEDMITEK REFERENCE PAGE MIIJQ] m¢ 10.1032015 BEFORE USE. Design valid for use onywM MTelt® Comeed0s. This deep is Eased any upon parameten shown, and Is for an hMlNdad Folding component, me atruss system. Before use, the building designer must wAythe applicabiNyoidesign parameters and propeM mourporzte this design Into the overall buildudesign. Bradng iMicatedbto prewmburkeng ofmdMdualmsswele anworchorderembm only. AddllonaltemponeryandpermaneNbmcing MiTek' Is Idea, required for stability andto prewrl missile will passible personal injuryand proped9darrial ForgeneralguldanceregaNbgtpa saneness, storage. delivery, erection and bracing ofhusses and Also systems,see ANSb Rel Duality Grieco, DS949 and SCSI Building Component 6904 Parke Fast Blvd. Sallyleformadon Morris, ham Truss Note rnstIDde. 218 N. Lea Stal Suite 312 Alexandria. VA 22314. Tampa, FL 36510 Job Truss Truss Type Oty Ply J38116-Telese Bldrs.-Spendthrift 95 ' T17633329 J38116 A29G Roof Special Girder 1 ag L Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 1808:00:512019 Page ID:FxputPbTngKYwnblRDNUUpyxCOT-3gP5314ogXYINXY?Kzng9lp65iUgmCwRw09ZFlywuVw NOTES- 11) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 166 do dawn and 160111 up at 1-5-0, 168 lb down and 159111 up at 3.5-0, 168 Ile dawn and 159 Ib up at 5.5-0, 168 ID dawn and 159111 up at 7-5-0. 168 Ile down and 159 It, up at 9-5-0. 167 lb down and 159 Is up at 11-5-0, 167111 down and 159111 up at 13.5-0, 167 lb down and 159111 up at 15-5.0, 167 lb down and 159 lb up at 17-5-0, 165 Ill down and 160111 up at 19-5.0, 16516 dawn and 160 lb up at 21-5-0. 165 lb down and 160 lb up at 23-5-0, 165 Ib down and 1601b up at 25.5-0, 1661b down and 160 lb up at 27-5-0. 166 lb down and 160 lb up at 29.5-0. 166 lb down and 160 Its up at 31-5-0, and 166 Ib down and 160 Ib up at 33-5-0, and 166 He down and 160111 up at 35-5-0 on lop chord, and 51 lb down and 18 It, up at 1-5-0, 601E down and 20 Ib up at 3.5.0, 601E dawn and 201E up at 5-5.0. 601E down and 201E up at 7-5-0, 601E down and 20 Ib up at 9-5-0, 60 Ib dawn and 20 lb up at 11-5-0. 60 lb dawn and 20 lb up at 13.5.0, 60 Ib down and 20 Ib up at 15.5-0, 60 Ib down and 20 Ib up at 17-5-0, 51 lb down and 18 Ib up at 19-5.0, 51 Ib down and 18 III up at 21-5-0, 51 Ib down and 18 he up at 23-5-0. 51 Ib down and 18 Ib up at 25-5-0, 51 Its down and 18 He up at 27-5-0. 51 lb dawn and 18 He up at 29-5-0, 51 lb down and 18 Ib up at 31-5.0, and 51 Ib down and 18 lb up at 33.5-0, and 51 Ib down and 18 lb up at 35-5.0 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-9=90, 21-24=20, 15-20=20, 13-14=20, 10-13=20 Concentrated Loads (Ib) Vert 5=94(13) 2=94(B) 7=91(13) 8=91(13) 11=21(B) 22=21(1g) 19=-29(B) 25=91(B) 26=94(13) 27=94(13) 28=-94(B) 29=94(1!3) 30=94(B) 31=94(13) 32=91(13) 34=-91(B) 35=91(8) 37=91(19) 38=91(12) 39=91(13) 40=91(12) 41=29(B) 42=29(13) 43=29(13) 44=-29(B) 45=29(12) 46-29(B) 47=-29(B) 48=21(19) 50=21(13) 51=-21(B) 52=21(13) 53=21(13) 54=21(B) 55=21(13) 56=21(13) ®WARNING - Verily design parameters and READ NOTES ON FIGS AND INCLUDED MITEKREFERENCE PAGE MIW4I3nI, 10,1X]4015 BEFORE USE. '.■! Design valid far use ontywdh MmeMalmestors. TNs design is based ony upon parameters Shown, and is for an inclAdual bolding component, not (i.�„p■� a buss system. Bar= use, Me buldmg designer must very 0e applrabilly of design parameters and propeM Inaryorete this design Into me overall buil,ingdesign. Bracing Restated is to prevent buckling of mdiidualtmss web aWorcllord members only Add'd'wnaltemporaryandpennaneetbraWg i�f MiTek' is always U,ulmd for stability and to prevent colapse with possible personal injury and property damage. For general guidance regarding Me fabricates. Vomge. delwvy. erection and among*(tresses and Vass systems, are ANSI/hRll Quality Cdrede, DSB419 and BCSI Building Component 6904 Parke Fast Blvd. Safoylnfcn uni.a avalable from Tmse Plate InslitNa, 210 N. Lea Street, Buda312. Mexandlu, VA 23314. Tempe. FL 36610 Job Truss Truss Type pry Ply J38116-Telese Bldrs:Spendtivift 95 T77633330 J38116 0 Piggyback Base 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 6.00 12 5xB = 2.4 II 5x8 = 8.240 s Jun 82019 MTek Industries, Inc. Thu Jul 18 08:00:53 2019 Style: 3116'=1' 3x6 II 4x4 = aide = 3x6 = 4x4 = 2x4 II 2x4 II axis = E13 -3 2143 32-i-0-8 131 I 8 ]211 7-2:2 815 35-3-0 I 3-1-8 Plate Offsets (X,Y)- [2:0-6-0,0-2-81, [4:0-5-8,0-2-41 [6:0.2-80.3-0] [11:0-2-8 Edge) ry2:0-2-4 0-2-121 LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.23 11-12 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.97 VeACT) -0.5111-12 >814 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.89 Horz(CT) 0.27 9 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matra -MS Weight: 2711b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 4-6: 2x4 SP 270OF 2.2E BOT CHORD 2x4 SP No.2'Exci BOT CHORD 5-13,7-10: 2x4 SP No.3 WEBS 2x4 SP No.3'Exci WEBS 8-9: 2x6 SP No.2, 8-11: 2x4 SP No.2 REACTIONS. (lb/size) 18=1918/Mechanical, 9=1918/0-7-0 Max Horz 18=443(LC 8) Max Uplift 18=-766(LC 8), 9=663(LC 8) FORCES. (Ib)- Max. CompJMax. Ten. -All forces 250 (Its) or less except when shown. TOP CHORD 1-2=483/335, 2-3=15271713, 3-4=1527ly13, 4.5=3437/1391, 5-6=.3357/1190, 6-7=5028/1740,7-8=-4795/1587, 1-18=-1895/769,8-9=1863/644 BOT CHORD 17-18=-267/440, 16-17=-5/762, 14-16=294/1752, 5-12=563/377, 11-12=-1030/3466, 7-11=275/184 WEBS 2-17=-1333/596, 2-16=-624/1520, 3-16=748/390, 4.16=466/205, 12-14=292/1743, 4-12=-761/1852,6-12=-648/312, 1-17=611/1624,8-11=1306/4103,6-11=435/1276 Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals, and 200 oc puffins (2-2-0 max.): 2-0. Rigid ceiling directly applied or 1000 oC bracing, Except: 2-2-0 oc bracing: 11-12. 1 Row at midpt 2-17, 2-16, 3.16, 4-16, 4-14, 4-12, 1-18 NOTES- 1) Unbalanced mof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL-3.Opsf; h=20ft; 8=45ft; L=35ft; eave=5ft; Cat. it; Exp C; Encl., GCpi=0.18: MWFRS (directional); Cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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 200 wide will fd between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=11b) 18-766,9=663. 9) Graphical purlin representation does not depict the size or the orientation of the Purim along the top and/or bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING -Venry 0esi9npaxamelen and READ NOTES ON THIS AND INCLUDED AUTEx REFERENCE PAGE Mll-7472 rev.10/03/2015 BEFORE USE. Design valid foruse only will Wriesacannectors. Mind design Is based only upon parameters shown, and Is for an individual bui wmponcoL net ��• a truss system. Before use, the ts.1dvrg designer most verify the appr[oduldy of design parameters and properly mosAmute Nis design Into Me ove211 bulldingdeign. among indicated is to prevent buGdng of ind'Mdual Wsa web wi mod members only. Addaiendburpromyrudpermanembracing M1TeW Is always requiredfor slabilry and to prevent calapse with possible Persarul Injury, and pmpedy damage. Forgenemlguidanceregadirg0e fabrication, slareg.. delivery, erection and bradng oftmsses and Wss systems, me ANSITP/I Duality ansdo, DSB49 and BCSI Building Component 6904 Palle East Blvd. SafeWINformMlan mUble WmTruss Rme Inriitute,218NLeesl Sude312,Alexandria.VA22314. Tampa, FL MID Job Truss Truss Type Qty Ply J38116-Telese Bldrs:SpeadthriR 95 T1]633331 J38116 A31 ATTIC 4 1 b Reference pf l) East Coast Truss, Ft. Pierce, FL 34946 8.240 a Jun 82019 MiTek Industries, Inc. Thu Jul 1806:VU:bn zn ry rages ID:FxputPbTngKYwnblRQNUUpyxCOT-TF4Dhm6g7SwKE_Ga06KKn0RgVvaczZ_ucA0Ds4ywuvt 3.fi13 �_7- 1z i 11AA 1 1s10-0 17-t 1-31 242-5 3Os7 asn-a Isla 4.o-1s 4-1.12 4-1.12 z-o-1s w-z saz aslz Scale = 176.6 6.00 12 Sxe = 2x4 II 3x4 = 2x4 II 5d, = 20 19 18 11 16 15 1. .1 .1 12 3x6 II astir = 2x4 II axe M183HS = 3x8 = 3x4 = 4x8 = axe — 2x4 11 4x6 = 39-11-3 3St3 TE-t2 tS169 17tt3 2652 3C11-0 35,3,0 3&13 1 401s aa-e Hia1s 1 a"4 66t4 oaa as Plate Offsets (X Y)— [2'0-6-0 0-2-8] [6'0-6-0 0-2-8] [2i:G-" 0-2-12] [22'0-4-00-2-12] LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(ILL) -0.23 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.67 Vert(CT) -0.4016-18 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 12 Dta rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Attic -0.19 16-18 518 360 Weight: 3031b FT=0 LUMBER. BRACING. TOP CHORD 2x4 SP No.2 - TOP CHORD BOT CHORD 2x4 SP 270OF 2.2E *Except` 11-13: 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3'Except' 1-20,10.12:2x6 SP No.2 WEBS JOINTS REACTIONS. (lb/size) 20=201210-7-0.12=219910-8-0 Max Holz 20=451(LC 8) Max Uplift 20=695(LC 8), 12=712(LC 8) Max Grav 20=2094(LC 15), 12=2238(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-801/297, 2-3=788/237, 3-4=786/236, 4-5=-2289/791, 5.6=-2288/791, 6-7=2337/773, 7-9=-2901/895, 1-20=-20191700 BOT CHORD 19-20=-225/446, 18-19=-136/1783, 16-18=-137/1783, 15-16=136/1786, 14-15=-510/2381, 12-14=627/2331 WEBS 18-21=0/536, 3-21=396/214, 16-22=0/528, 5-22=-281/125, 7-15=753/426, 7-14=29/260,9-14=0/260, 1-19=-537/1722,9-12=-2888/856,10-12=-346/222, 4-21=-1351/537, 4-22=-234/847, 19-21=2074/661, 15-22=236/530, 6-22=72/618 Structural wood sheathing directly applied or 2-10-13 oc purlins, - except end verticals, and 240-0 Oc putting (3-9-2 max.): 2.6. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-5-8 oc bracing: 12-14. 1 Row at midpl 2-19, 7-15, 21-22. 1-20, 9.12, 19-21 1 Brace at Jt(s): 21, 22 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ff; B=45(t; L=37ft; eave=5fl; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 8t between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psp on member(s). 21-22 9) Bottom chord live load (30.0 psp and additional bottom chord dead load (5.0 psp applied only to room. 16.18 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joini(s) except (jr=1b) 20=695. 12=712. 11) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Alban PE No.39380 MiTek USA, Inc. FLCarl 6634 69M Padre East Blvd. Tampa FL 33610 Data: July 18,2019 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED A11TEK REFERENCE PAGE 41I1-7473 rev. IM212015 BEFORE USE. weewa Design valid for use only wdh Mif¢i® connttlom. This design Is based only upon parameters shown, and is for an indMdual building component, not a truss System Before use, the building designer must very the applicabirily of design parameters and property incorporate this design into the overall buildingdesign. among indicated is to bucking of mciddual truss web andlpr chard members only. Additional temporary and permanent bracing MiTek' prayers is always required for stability and to prevent collapse with posebTe personal injury and property damage: For general guidance regarding the frbdration,storage, dekvery. sacred and bracing of Wsses and truss systems, we Asra Rf Quality Careda, DS849 and BDSl Building Component 6914 Paths East 81W. SaratylnPormation avalablefrom Tmss Platelnnaute,218N.Lee&me,Su6e31ZAlexandda,VA22314. Tampa, FL Seat Job Tluss Truss Type 0ty Ply J38116-Telesefildrs.-Spenotivih95 ' ' T17833332 J38176 2 ATTIC 1 1 .lob Reference (optional) Last UOaat IWas, Ft. PlerCB. FL 34945 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 08:00:55 2ul 9 I0:FxpaPbTngKYwnblRONUUpyxCOT-xSebu67lum2Br8m2prmJb_uxJxW 011gg7nOV 72 Scale =147.0 6.00 p1TH 2x4 II 3x4 = 2.4 11 Sx9 = 3x6 II 2x4 11 3xa M19SHS = 3x6 = 3x4 = 44 = 34 = sE4oE 2x4 II 44 = 36113 Plate Offsets (X,Y)- f2:0-6-0,0-2-81, f6:0-6-0 D-2-8) f20:0-2-8 0-2-0�f21:0<-00-2-121 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) NdeO L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(L-) -0.26 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Veri -0.4515-17 >925 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina YES VVB 0.87 HOrz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Attic -0.22 15-17 444 360 Weight: 2951b FT=0 LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 270OF 2.2E'Except' 10-12: 2x4 SP No.2 WEBS 20 SP No.3•Except' 1-19,9-11: 2x6 SP No.2 REACTIONS. (lb/size) 19=2012/0-7-0, 11=2199/0-8.0 Max Hom 19=451(LC 8) Max Uplift 19=695(LC 8). 11=712(LC 8) Max Grav 19=2091(LC 15), 11=2217(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-18. 7-14, 20-21, 1-19. 8-11, 18-20 JOINTS 1 Bruce at Jt(s): 20,21 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=366/129, 2-3=591/101, 3-4=-593/103, 4-5=-2533/830, 5-6=2531/830, 6-7= 2461/819,7-8=-2855/890, 1-19=1878/646 BOT CHORD 18-19=175/442, 17-18=-244/1989, 15.17=-245/1993, 14-15=.245/1995, 13-14=-548/2400, 11-13=600/2192 WEBS 2-18=339/134,2-20=0/337, 17-20=0/527,3-20=5171279, 15-21=0/486, 5-21=-389/191, 6.14=116/371,7-14=584/349, 8-13=0/368, 20-21=304/127, T-18=-602/1731, 8-11=2820/852, 9-11=313/194, 18-20=2424n94, 6-21=44/494, 4-20=-1493/609, 4-21=300/974 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf, h=20ft; 13=451t; L=37ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) Plates checked for a plus or minus 0 degree rotation about Its center. 6) This truss has been designed for a 10.0 psf bottom chord live bad nonconwrtent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 8) Ceiling dead load (5.0 par) on member(s). 20-21 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 pso applied only to room. 15-17 10) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 19=695,11=712. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Alban PE ND39380 MiTek USA, Ind. FL Con 6034 6904 Parke East Blvd. Tampa FL 33610 Date: ®WARNING -Verily design Parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE MII-7473 Ica, 1Nd312015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based omy upon parameters shown, and Is for an ImMAduat belting..poneM not stoves system. Berme use, the building designer must verify be applr4bldy of design parameters and property Incorporate this design into the owner bWldingdesign. Bracing indicated is to prawn WcKng ofindiwoluattmss web Gabor chord members ony. Addiflonaltempomryandpermanentbrecing MiTek' Is allays required for stability and to prevent collapse with possible personal Injury and pmpedy damage. For general guidance regarding me fabnoaloo.comge, delivery, eracf.n antl bubmi oftrusses and truss systems, see ANSMil Quality Crlreda, OSB49 and BCSl Building Component 6904 Parka East Blvd. Saleryfnlarmadon awlable from Truss Plate Instlute, 218 N. Lee Street, Su3e312 Abwandda, VA22314. Tampa, FL MID July 18,2019 Job Truss Truss Type Oty Ply J38116-Talese Bltlrs-Spentlthrift 95 r T17633333 J38116 3 ATTIC 1 1 Job Reference o tional awvs.lun bzvla run ex 5x8M18SHS = 44 = 2.4 II SIB = 34 = 2.4 II 1 2 3 4 5 23 24 6 Inc. Inu JUlleue:uu:eUzuiu regal Scale=162.8 5x5 = 2x4 II 3x9MlaSHS = 3x8 = 3x8 =5x5 = 2x4 II Skis = 2x4 II Plate oBsals (x,Y)- '[s:as-o,o-z-e) [11:a2-ao-l-lz) [77:az-ao-z-lz[ [79:aa-o az-a) w LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.29 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.65 Vert(CT) -0.4914-16 >846 180 MISSHS 244/190 BCLL 0.0 ' Rep Stress Ina YES WB 1.00 Hoa(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Attic -0.23 14-16 425 360 Weight: 261 Ib FT z: 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 270OF 2.2E *Except' 9.12: 2x4 SP No.2 WEBS 2x4 SP No.3'Except* 1-17,8-10: 2x6 SP NO.2 REACTIONS. fib/size) 17=201110-7-0, 10=219910-8.0 Max Hom 17=-430(LC 8) Max Uplift 17=691(LC 8). 10=717(LC 8) Max Grav 17=2133(LC 15), 10=2199(LC 1) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 1-17.13-19.7-13.18-19 2 Rows at V3 pts 17-18 FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=301/153, 4.5=2747/932, 5.6-2756/941. 6-7= 2601/846, 7-8=-2802/883 BOT CHORD 16-17=342/2314, 14-16=-344/2308, 13-14=.344/2318, 11-13=651/2400 WEBS 16-18=0/598, 2-18=-605/329, 14-19=0/473, 5-19=470/245, 13-19=348/52, 6-13=41/371, 7-13=317/270, 7-11=-389/194, 18-19=721/220, 8-11=-682/2406, 8-10=2083/732, 4-18=1795R60, 4-19=432/1227, 17-18=2959/941, 6-19=102/541 NOTES. 1) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf BCDL=3.Opsf, h=20ft; B=45ft; L=37ft; eave=5ft; Cal. 11; Exp C; Encl., GCpi=0.IS; MWFRS (directional): cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water panning. 3) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 Pat bottom chord live load noncancurrent with any other live loads. 6) ' This truss has been designed for a live loan of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I0.0psf. 7) Ceiling dead load (5.0 Pat) on member(s). 18-19 8) Bottom chord live load (30.0 psp and additional bottom chord dead load (5.0 pso applied only to room. 14-16 9) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joints) except gt=11p) 17=691; 10=717. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Albabt PE No.39380 MiTek USA, Inc FL Cert 6634 69U Parks East Blvd. Tampa FL MID Date: July 18,2019 ® WARNING -VesilVu suln parametersa dREAO NOTES ON rWaANO INCLUDED MITEx REFERENCE PAGE 01-7473 rm, 1N0]2015 BEFORE USE. Design valid for use only with MTeM connectors. This design Is based only upanpxdmelers shown, and is for an mdividual belong component. no a truss system Before use, the building designermust vadlythe appticagwiay of design parameters end property mceryorme, this de9gn middle overall ��i��•YYY buadingdesign. Bracing indicated is to prevent buckling oflndMdual"as web robe morn members any. A4ddlonaltempodryandpeno nertteracing MiTek' Is always required for stabiay and to prevent collapse with possible personal muryand property damage. ForgenerelguidanceregaNinglhe fabrication. sludge, delivery, erection and bracing oflmsses and buse"ams, we ANSMIl Quality Crlteda, Eel and BCSIBuilding Component 6904 Parke East BNd. Snlmylnfonnauon available Baru TmeSPlata InWm a,218N.LeeB d,Suite312,Alexandra,VA22314. Tampa, FL 36510 b Truss Truss Type tly S -Telese Bldis.pendlri95 ' T17633334 M116 34 ATTIC 1 1 Job Reference (optimal) 44 = 4x4 = 2x4 II axis = UIO = 1 2 3 4 5 O.ZJ 5 Jw.0 ZUI run ee^nousmes, no. I nu, MI is uo.wal I.,u 2x4 II 4x4 = 5x8 = 6 28 729 a Scale= 1.62.8 3x6 II Asa = 2x4 II 3x8M16563 = 3x8 = 3x4 = Axe 3x10 = 2x4 II axis = 2r4 II 3641-3 21-2 1 3-0-2 7L13 1Sted I }11-10 830 's- I A2-:4 31tt3 4-16 3952 SS1a 3D3-19 3411-0 10.1 4T-2 35dA 1$3 Plate Offsets (X Y)- [8:0-60 0.2-8j fl3:038 0-1-8) (22:04-0 0-2-121 [24:0-5.0 0-2-121 LOADING (psf) SPACING- 2-" CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.31 17-19 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(CT) -0.5617-19 >745 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina YES WB 0.85 Hoa(CT) 0.07 12 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Mail Attic -0.21 17-19 477 360 Weight: 277 lb FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 270OF 2.2E *Except* 11-14: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-21.10-12: 2x6 SP No.2 REACTIONS. fib/size) 21=2006/0-7-0, 12=2197/0.8-0 Max Hom 21-373(LC 8) Max Uplift 21-682(LC 8), 12=730(LC 8) Max Grant 21=2053(LC 15), 12=2197(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-24.20-24 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-21=-1956B80, 1-2=-935/309, 2-3=468/1C04, 3-5=-589/1259, 5-6=-3560/1216, 6.7=-3608/1269, 75=2611/943, 8-9=2653/899, 9.10=2628/867 BOTCHORD 20-21=-123/366, 19-20=-439/2547, 17-19=-046/2517, 16-17=-041/2554, 15-16=506/2231, 13-15=652/2262 WEBS 1-20=674/2038, 19-24=0/589, 3-24=501/251, 17-22=0/486, 6-22=-309/189, 7.22=334/1020, 8-16=-164/706,8-15=38/252,9-13=.510/224,23-24=-641/184, 22-23=-6411184, 10-13=-713/2380, 10.12-2077/732, 524=-3247/1265, 5.22=-601/1703, 7-16=581/254, 20.24=-2711/828, 2-24=1960/795 NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf, h=20ft; S=4511; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directorial); cantilever left and right exposed; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Calling dead load (5.0 Pat) on member(s). 23.24, 22-23 8) Bottom chord live load (30.0 psp and additional bottom chord dead load (5.0 psf) applied only to room. 17-19 9) Provide mechanical Connection (by others) of truss to beading plate Capable of withstanding 1001b uplift at jolm(s) except 0=11b) 21=682, 12=730. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: July 18,2019 ®WARNING-Voriry doergn paramalers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473 rw. 10,03aals BEFORE USE. Design valid for use only with MTek®Connetlors. This design Is based only upon parameters shown, and Is for an IMIfidual buWing Campanon4 net �_ a truss system. Before use, Pe building designer must wartime applicability ofdesign parameters and properly incorporate this design bxome owrall buildingdesign. Baling Indicated is to prevent burJurmg of individual Wes web miller Nord members only. AdaRionaltemporaryandpamaneMbacing MiTek Is idw."rerubed for stability and to ..or coaapse wall possible personal injury and property damage. Forgeneralguldanoeregarding0ue rabdoa6on.storage. deMery eredbn and brady oftrusses and truss systems. see ANSI/fpll Duality Crlmda, DSB49 and SCSI Building Component 691 Parke East BIW. Sarnyleformaaon awdable from Truss Plate InsldUte. 218 N. Lee SUeK Svtle 31Z Alexandra, VA22314. Tempe, FL 36610 r 2z-7-zz I 7azo I titab I zitt-t-a I s1a1t4 111s3 -T m 1s7- Scale=1�62.8 2,41 II 54 = Sx5 = 2x4 II Sx10MIWHS = 44 = 5x8 = 1 2 3 22 4 5 23 24 6 7 axis II 3.4 = sai = 3,111 = 3x4 = 3x4 = Sx5 = 4x6 = 3x6 = Sol z-7-z I 7srz 1 tsta4 zos14 zsna aorta 3s,3,0 z-7-z annd eaa anno sts o-11-t30i 1 a3 Plate Offsets (X Y)- 17:0-1-12 0-2-121 112:0-2-40-3-0j LOADING (pal) SPACING- 2-0-0 CSI. DEFL. In (lac) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.75 13-14 >552 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(CT) -1.3913-14 >300 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina YES W3 0.99 Hoa(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Aftee 0.43 14-16 229 360 Weight: 2431b FT=0% LUMBER. TOP CHORD 2x6 SP OSS'Excepl' 7-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Excepl' 18-18: 2x4 SP 270OF 2.2E, 12-15: 2x4 SP Nu.1 WEBS 2x4 SP No.3 *Except* 1-18.9-11: 2x6 SP No.2, 2-16,6-14,7-13: 2x4 SP No.2 REACTIONS. (Ib/size) 18=1956/0-7-0, 11=2172/0-8-0 Max Horz 18=-312(LC 8) Max Uplift 18=701(LC 8). 11=756(LC 8) Max Grav 18=1993(LC 15). 11=2172(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpl 2-16, 3-16. 8-11 FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-18=1797/662, 1-2=613/215, 2-3=2748/935, 3-5=-2748/935, 5-6=-2748/935, 6-7=-3040/1155, 7-8=-2660/959 BOT CHORD 17-18=-86/293, 16.17=0/687, 14-16=624/3728, 13-14=840/3001, 12-13=609/2282, 11-12=-651/2019 WEBS 2-16=-1089/3227,3-16=-1786/790,514=-78/514,6-14=599/328,6-13=754/213, 7-13=-346/1180, 8-12=62/434, 8-11=2635/948,9-11=260/183, 2-17=-1671/580, 1-17=-508/1439 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vosd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exit C; Encl.. GCpt=0.18; MWFRS (direceonap; cantilever left and right exposed ; end vertical right exposed: Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 Pat bottom chord live load nonconwrrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tn between the bottom chord and any other members. 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 18=701, 11=756. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Aftami PE No.39380 MiTek USA, Inc. FL Cott 6834 8904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verily east, Paramelers and READ NO rE9 ON THIS AND INCLUDED MITEK REFERENCE PAGE MIFT4A rev. UP03,2015 BEFORE USE. Design vatic for use only won MTek46 xnnenon. This design Is based only upon parameters Steven, and is for an individual bu6ding component, not a truss system. Before use, me building designer must veriyme applicability of design parameters and pmpedy, Incorycmte this tlesign WOMB overel buildingdesign. Bracing Indicated is to prevent hadliing of individual truss web anther Nob members Arty. AddwonaltempmNandpermanentbractng WOW is always required for stablety and to prevem mnapse with possible personal been, and pmpedy damage. For general guidance regarding me fabrication, Storage, delivery, ereabn and bracer, oftmsses and truss systems, we ANSUTPI1 Quality Csiver DSa-99 and SCSI BUIIdrng Damporwrrt 6904 Parke East BM. SMeyleformH(on ava0abk ham Truss Plate InsRNe, 21B N. LAe SUeM, SUAe a12, Nexendl"a, VA 22314. Tampa, FL 36610 3x4 = 3x8 = 2x4 II 3x4 = 2 19 3 4 20 21 5 5x8M185HS = 22 6 a00 112 Scale= 1:62.9 3x6 II Soo = 3x8 = 44 = Sx5 = 34 H 3x8 = 3x4 = 56113 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL L25 TCDL 150 Lumber DOL 1.33 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017rTP12014 CSI. TC 0.81 BC 0.74 WB 0.98 Matrix -AS DEFL. in (loc) Nden Lid Vert(LL) -0.24 11-13 >999 240 Vert(CT) -0.46 11-13 -896 180 Horz(CT) 0.09 9 n/a n/a PLATES MT20 M18SHS Weight: 208 lb GRIP 244/190 244/190 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpl 1-14. 5-13 1-15,7-9: 2x6 SP No.2 REACTIONS. (Ile/size) 15=1901/D-7-0,9=2144/0-8-0 Max Horz 15=-259(LC 8) Max Uplift 15=-726(LC 8), 9=781(LC 8) FORCES. gb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-15=-1829/742, 1-2=-2332/896, 2-4=3423/1328, 4-5=3423/1328, 5-6=-3439/1361, 6.7=2715/988 BOT CHORD 13-14=636/2332, ii-13=-1102/3439, 10-11=-701/2288 WEBS 1-14=-1051/2735,2-14=-1399/637,2-13=-524/1323,4-13=601/319, 5-11=637/311, 6-11=-483/1387, 7-10=-636/2157,7-9=2041/850 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.OpsF h=20ft; B=45ft; L=37ft; eave=5ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed: end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide Will Td 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 atJGint(s) except (p=11p) 15=726,9=781. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. d 6 d Thomas A Allied PE No.39380 MiTek USA, Inc. FL Cert 6634 699 Paden East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING - Verify tlesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M P7473 rev. 1e/0312015 BEFORE USE. Design valid for use only wrh MOTORS, comiecto s. This Giulio is based only upon parameters shown, and is for an indieldual bending componeM, not �• e Wsa synam.8efare use, Ne bWldNg devgner must.dt, Ne appUWbMy ofdesign paameteM Wd pmpedy Nwr orate mis de9gn hto the oveall buipingdeslgn. Bmeng Indicated is to InIdung indmival truss omy. MdaunaltenomryandpermmeMbrazNg MiTek' prevent of web andror chord members Is aware required for Wablliry and to prevent collapse wW possible personal Injmy, and propedydamage. Forgeneral guidance regarding the fabdcodon,storage, delivery, election and broarg oftesaw and Was systems,we ANSrnal Ouegry Croons, DS6419 and BCS1 Building Component 6904 Rddte East am. SaNtyreformation avanable Wm Toss PlatelnMOe.218NLe Mml ,6 Re312.M"mdm.VA=14. Tampa,FL 36610 Job Truss Truss Type Oly Ply J38116-Telese Bldm.Spenrtthrilt 95 ' T17633337 J38116 A37G Roof Special Girder 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 4.6 = 3,4 = 34 = 3x4 = 2x4 II 1 21 22 2 23 24 3 4 25 26 27 5 28 29 30 8.240a Jun 82U19 MITER lndustnes, Inc. Thu Jul 160:01:012019 Pagel IRONUUpyxCOT-mc'N9AC3TWLZ33ww4yA2sErOkyw6kN DmaSrAymVm 2?11-3 3411413-0 3811-3 41I 2A3 Scale=162.8 3x4 = 5.8 6 31 32 33 7 6.00 12 N d b 9 la, e axe II '14 as _,I, 4a as 4u 1a 41 a4 w DAIS II 3xB = 3x4 = 3x8 = 4x6 = 3x4 = Sx5 = 3na = 3611-3 sea 12-1-0 I nn1.1s 23.10-10 I 2sna 3ana 353, 1 Plate Offsets (X Y)- [7:0-6-0 0.2.8) [16:0-3-8 0.1-81 LOADING (psf) SPACING. 2-0.0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TC 0.78 Ven(LL) 0.34 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Ven(CT) -0.4914-15 >858 180 BCLL 0.0 ' Rep Stress Ina NO WE 0.82 Horz(CT) 0.09 10 Na n/a BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight: 4071b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. 1-17.8-10: 2x6 SP No.2 REACTIONS. (Ib/size) 17=283510.7-0, 10=2982/13A-0 Max Harz 17=202(LC 8) Max Uplift 17=1589(LC 8). 10=-1592(LC 8) FORCES. (Ib)-Max. Comp.]Max. Ten. -All forces 25D(lb) or less except when shown. TOP CHORD 1-17=-274911586, 1-2=395112236, 2-4=6139/3490, 4-5=6792/3884, 5-6=6792/3884, 6-7=-5923/3429,7-8=3847/2179 BOT CHORD 15-16=2044/3951, 14-15=3287/6139, 12-14=322615923, 11-12=1790/3320 WEBS 1-16=2580/4558,2-16=222511370,2-15=1482/2586,4-15=-1200/788,4-14=-462/778, 5-14=7831538, 6-14=58111027, 6-12=1414/880, 7.12=1686/3056, 7-11=-597/358, 8-11=-1841/3402,8-10=-2870/1605 NOTES- 1) 2-ply truss to be connected together with 10d (0.131NY) nails as follows: Top chords Connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 CC, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are Considered equally applied to all plies, except B noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf, h=20ft; B=45ft; L=37ft; eave=5ft; Cat. II; Ex o C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (t=lb) 17=1589,10=1592. Thomas A Albani PE No.39380 MITek USA, Inc. FL Cett6634 69U Padre East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING- Verily d sign pammalers and READ NOTES ON 17SS AND INCLUDED MITEx REFERENCE GAGE MI47473m¢ I"MO15 BEFORE USE. Design vale fcr use anywah MTex® xterern... This design is based ony upon parameters shown, antl is fcr an Individual building component not abuse system. Before ure, re building designer must verilytaa apppcabimy a/design parameters end properly Incorporate Itis design Into Na overall building design. BmhgiMk edistbpmv buG dmdualtmsswebwNgr O.Mmembe.ony. Mcderaltemporaryandpelmenantbradng V MiTek- gdf is allays required for Stanley and to Prevent W Rapse with passible personal Injurynd properly damage. Forgenecd guldame reganharg Ne fabrication. Storage. delivery. erection and bracing oftmsses all vies system, see ANSM11 quality Cryteda, DSB49 and BC5l Building Component 6904 Parke East Blvd. Sa/elylatondellen avaaable Wm Truss Plateinid e,218NLee Sreet,Buba3lZAlexandria.VA22314. Temp.,FL 36610 Job Truss Truss Type Qty Ply J38116-Telese Bldrs.Spendlhrit 95 ' T77633337 J38116 A37G Roof Special Girder 1 ay L Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MTek Industries, Inc Thu Ju11808:01:012019 Paget ID:FKpUPbTngKywnbIRQNUUpy COT-mc719AC3TwLZ3.PNw4yAZsErOkyw6kNwDma5cAywuVm NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1671b down and 160 lb up at 1-10-7, 167 lb down and 160 lb up at 3-10-7, 167 Its down and 160 lb up at 5-10-7, 167 Ib down and 160 Ito up at 7-10-7, 166 Ib down and 160 Ib up at 9.10-7, 1651Is down and 16011c up at 11-10.7, 165 Ib down and 160 Ib up at 13.10-7, 165 lb down and 160 Its up at 15-10-7. 165111 down and 160 Its up at 17-10.7, 165 Ib down and 160 It, up at 19-10-7, 165 lb down and 160 ID up at 21-10-7. 165111 down and 160 lb up at 23-10-7. 165 lb down and 160 Its up at 25-10-7, and 1661b down and 160 lb up at 27-10-7. and 318111 down and 3101b up at 29-11-3 on top chord, and 51 Ib down and 18 lb up at 1-10-7. 51 lb down and 18 Ito up at 3-10-7, 51 Ib down and 18 lb up at 5-1 D-7, 51 Ib down and 18 It, up at 7-10-7, 51111 down and 18 Ib up at 9AG-7, 51111 down and 18 Ib up at 11-10.7, 51 It, down and 18 Its up at 13-10-7. 51111 down and 18 lb up at 15.10-7, 51111 down and 18 It, up at 17-10-7. 51 lb down and 18 Its up at 19.10-7, 51 lb down and 18 lbup at 21-10-7, 51 lb down and 18 Ib up at 23-10-7. 51 ID down and 18 lb up at 25-10-7, and 51 Its down and 18 lb up at 27-10-7, and 216111 down and 125 Ib up at 29-10-7 on bottom chord. The deslgnlselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=90, 7-9=90, 17-18=-20 Concentrated Loads (Ib) Vert: 3=-91(F) 7=-144(F) 13=21(F) 15=-21(F) 4=-91(F) 14=-21(F) 5=-91(F) 6=-91(F) 12=21(F) 11=-61(F) 21=-91(F) 22=-91(F) 23=91(F) 24=91(F) 25=-91(F) 26=91(F) 28=91(1`) 30=91(F) 31=91(F) 33=-91(F) 34=21(F) 35=-21(F) 36=2l(F) 37=21(F) 38=-21(F) 39=21(F) 40=21(F) 41-21(F) 42=21(F) 43=-21(F) ®WARNING Vedry tloslgn pmanra(ers and READNOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJ473 rev. 1"312015 BEFORE USE. Design valid for use only with MTek® conneaArs. Tbis design is bas¢d ony upon paamelars shown, antl is loran irmiuidual balding component, not a Vusssy9em.Beforeuse,Na building designer must verify me app9rabildy of design parametemand pmpedyltecomorale Nis design intotheovemll bukh9deslgn. Smiindicated IsroprewntburhtingoflndMdualmuss web aichaNmembereon I. MdNonalle MiTek' Wan Is always mituimd for slabildY and to pmwM collapse wre possible personal inlwy and property damage. ForgenemlguW cere9aMingthe fabdradon,5orage,degvery.eretllonendbraCngoftmw.se "sssysmm.we ANSVrPII Dually Calvin, DSB-99 and SCSI BAROng Component 6904 Parke Fast BW. Sentyrnformmlon ewnabb from Truss%ale lnstkMe, 310 N. Lee SIreeL Subs 313, Neaandna, VA22310. Tempd,FL 36610 Job Tnrss as Oty Ply J38116-Telese Bldrs.-Spendthrift 95T77J38116 TM�0,,p1'cPG A38 24 1 Job Reference (optional) test Goast IN65, i-I. Vience, rL 3494p 8240 S Jul) 5 2019 Mi I e8 IOrluStneS, Inc. 1 nu Jul 16 08:01:U2 201V Page 1 3x4 = 2x4 II 4xs = 3.6 II LOADING (Pat) SPACING. 2-0-0 CSI. DEFL. in (loc) gde0 L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.17 5.6 >935 240 TCDL 15.0 Lumber DOL 1.33 BC 0.45 Ven(CT) -0.19 5.6 >854 180 BCLL 0.0 ' Rep Suess liner YES WB 0.54 Hom(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Excepl' 4-5,2-7: 2x6 SIG No.2 REACTIONS. (lb/size) 5=719/0-6-9, 7=1021/1-2-0 Max Harz 7=451(LC 8) Max Uplift 5=674(LC 8), 7=623(LC 8) Max Grant 5=725(LC 2), 7=1021(LC 1) FORCES. (Ib)-Max. Camp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-831/396, 3-4=885/622, 4-5=-639/542 BOT CHORD 6-7=-364/101 WEBS 3.6=-670/451,4.6=880/866,2-6=-303/762,2-7=-915/466 Style = 147.0 PLATES GRIP MT20 2441190 Weight: 102 lb FT=0 BRACING. TOP CHORD Structural woad sheathing directly applied, except end verticals. BOT CHORD Rigid tailing directly applied. WEBS 1Row at midpt 4-5.4.6 NOTES. 1) Who: ASCE 7-10; VuU=160mph (3-secand gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=20D; B=45f1; L=24h; eave=4ft; Cat. II; ESP C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 loaf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jl=lb) 5=674, 7=623. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE Np.39380 MITek USA, Inc. FL Can 6634 69U Padre East Blvd. Tampa FL 33910 Date: July 18,2019 ® WARNING.Veiily tluslan yammerers arrtl READ NOTES ON UPS AND INCLUDED AVI EK REFERENCE PAGE Mll-IJT] rev. IW034015 BEFORE USE. Design valid foruse any well MTeMsonnedors. Tels design is based any upon parameters Shawn. and is for an individual building component, not a truss system. Before use, Pre bulking designer must verlyme applicabiky of design parameters and properly inccryarata lhb design into the overall ��-��.YYY bulkhgdesigh Bmchgir"edistopmmIWcttingofhdMdual WSwcbm&waoNmembommy. Adddknal temporary and pemunem brachg MiTek' is axvays required for stability and to prevent ooffapse with possible personal injury and property damage. For general guidance regarding me fabrication, storage, delivery. erection and bmcft of trusses, and truss Systems, see ANSVRFVlDuality CriBRAL DSBae and SCSI Building Component 69,14 Parke Fast Blvd. Safoiylnformeffon anUblefrom TNas Plate In4dNe,218N.Lea BI Suae312,Nexandru,VA22314. Tampa, FL 36610 ID:FxputPbTngKYsvnbIRDNUUpyxCOTti 7daMJ?D22pNSJ1% eeHJHXXIzamCg43Ch2VNdVk 94}12 135-0 94 12 Scale=139.7 3x4 = 2x4 It 3x8 = 2x4 II LOADING (psp SPACING- 2-0-0 CSI. DEFL. In floc) Vdell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.02 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(CT) -0.02 5-6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.24 Horz(CT) -0.00 5 ma ma BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 83 to FT as0 LUMBER - TOP CHORD 2x4 SP ND.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 2-7: 2x6 SP No.2 REACTIONS. (lb/size) 5=316/Mechanical, 7=1151/D-8-0 Max Horz 7=380(LC 8) Max Uplift 5=218(LC 8), 7=527(LC 8) Max Grav 5=385(LC 13). 7=1151(LC 1) FORCES. (lb) - Max. CDmpJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=334/539, 3d=256/88, 4-5=-342/219 BOT CHORD 1-7=383/348. 6-7=383/29 WEBS 4-6=202/305, 2-6=81/571, 2-7=-997/402, 3-6=-396/261 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.Ops1; h=20ft; B=45ft; L=24ft; eave=oft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonwnwrrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=218, 7=527. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thamae A. Albani PE No.39380 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml47473rev. 10.'OL]015 BEFORE USE wassai Design valid foruse onlywdh MReW Connectors. This design is based only upon parameters smwn, and is for an individual building eamponen. nut a Was system. Bette use, the building designer must verify me appllcxblay adesign parameters and properly Neorpides, this design into die a rvall buildingdesign. Bracing Indicated late prevent butting oflndhidual truss web aMlorchord members only. Additional lemporaryaM pennanem bating MiTek' Is alleys requldid for stabiBy and to p,eveua celapae with Possible persmal injury and propeM damage. Forgeneralguidanceregardini fabdeation, manage. deWery,ereGion and building ofeusses and truss eyatems, see ANSVTPIf Quality Cdteda, DSB-09 and BCS1 Building Component 6961 Parke East Blvd. SaMyratareanon aVdliable M1nm Tmet Plate lnmlNe. 218 NLee Street. S.A. 312, AIeaandrla. VA22314. Tampa, FL 36610 Job cuss Truss Type Ott, Ply J38116-Telese Bldrs.-Spendthrift 95 ' T77633340 J38116 A40 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 a Jun 82019 Mil 4x4 = 3x4 = 4 5 3x4 = 2x4 II 4x4 = 3x6 = 3x4 = 1-8-3 N 8-&3 I 14-10a 1`1. ,N' l 1443 7 E-5'-1 6-2-4 1-1d Inc. Thu Jul 1808:01:032019 Stale: 114-=1' Plate Offsets (X,Y)-- f6:Edge 0-1-81 LOADING (pat) SPACING. 2-0-0 CSI. DEFL. In (loc) I/defl Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Verrill 0.16 7-8 o999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.55 Vert(CT) 0.14 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Hoa(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Mantel - Weight: 1081b FT=0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except- 5.6,2-9: 2x6 SP No.2 REACTIONS. (Ib/size) 6=719/0-6-9, 9=1021/1-2-0 Max Hoa 9=427(LC 8) Max Uplift 6=-660(LC 8). 9=637(LC 8) FORCES. (lb) -Max. CompdMax.Ten.-Allforces 250(lb) or less except when shown. TOP CHORD 2-3=809/384 BOTCHORD 8-9=393/111, 7-8=606/616 WEBS 3-7=672/668, 2-8=218/650, 2-9=-932/465 BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 5-6 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water policing. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load reanconcurrent 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 5t between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Is uplift at joint(s) except OWE) 6=660,9=637. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.3938g MITek USA, Inc. FL Cart 6034 6904 Parka East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING - Verifydosignpammelers and READ NOTES ON THIS AND INGLUDEOMIiEK FEFERENCE PAGEAVIOgJrev. firltUnD15 BEFORE USE. Design valid foruse only wen MReMoonnttlord. This deslgn d based only upon parameters shown, and is fm an Individual Wild, iompinent, nth a truss system. Before use, ire building designer must verify the appllaabiliy of design parameters And propeM Nwrporxe Sea design Into the ownill building design. Bracing Indicated is to prevent budJmp oflndMdUWtmswebandlmdmMmembem=NF. Add4bnaltemporaryaMp mWeNbracing WOW Is always required For staturty and to prevent collapse with possible Personal Irlur lid pmpedy damage. ForgeneMguidesseregaldingthe fabdcadon.Morage,delivery,eredionwdbmrngofimsws""nsystems.see ANSUTPYr QualityCntede, DSB-99 end BCSI Building Component 6904 Parke East Bind. Safaylnformaflan available him Truss Plata Institute, 218 N. Lee Stleel. Sude312. Alexandria. VA=314. Tampa, FL Seat Job Truss Truss Type Oty Ply J38116-Telese Bldrs: Spendthrrf195 r '38116 T17633341 41 Haff Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 08:01:04 2019 Pagel ID:FxputPbTngKYvmbIRONUUpyxCOT-ABh7nBExmXAvOX1VbCWBUsT2x54J9vMvkplDUywuVI 7G13 12-t0A 15.11-02 7-6-13 5-&10 3-1-0 ASA = 3x6 = Scale =1:40.0 30 = 2x4 II 3.4 = 3x8 = 34 II LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (too) pdeg L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.37 VeR(LL) 0.06 7-8 -999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.33 SC 0.28 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.57 Hoa(CT) -0.01 6 n/a rda BCDL 10.0 Code FBC2017rFP12014 Matrix -AS Weight: 1101b FT-0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD 2x4 Ste No.2 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SO ND.3 *Except' 5-6,2-9: 2x6 SP No.2 REACTIONS. (lb/size) 6=719/0.6-9, 9=1021/1-2-0 Max Hors 9=370(LC 8) Max Uplift 6=-630(LC 8), 9=667(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -Alt forces 250(lb) or less except when shown. TOP CHORD 2-3=799/442, 3.4=-006/195, 4-5=252/230, 5.6=-69V599 BOTCHORD 8-9=298/83, 7-8=617/625 WEBS 3-7=-457/476, 4-7=264/116, 5.7=-596/645, 2-8=-329F714, 2-9=922/508 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpt=0.18; MWFRS (directional); cantilever left and right exposed: end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except (jt=lb) 6=630, 9=667. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 0904 Parka East Blvd. Tampa FL 31610 Date: July 18,2019 ®WARNING -Won, design Parameter entl READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev. I0M3k0158EFORE USE. Design valid truss onywM MTebID connectors. This design Is based ony upon paremetsre ahown, and Ira for an Individual building component, not =uuss system. Before use, the building designed must venythe appicabian of design parameters and property incorporate MIS design into the overall buildingdealgn. Bracing indicated is to prevent buGGng oflndiNdual WSs web aelior Mod members ony. MdNanaltemporeryaMpermanentbraciag MiTek' Is always required for stability and to Severe collapse with Possible personal Injury and property damage. Forgeneral guldance regarding the fabd=tion.Momge,deWey,emconmdbmcnOof Wswsandbusssy9ems,see ANSUTPII Dually Canada, DSSA9 and SCSI Building Component 6a04PaREast BIW. Sa �' Information availablehom Tmss Platelnst e,218NLee Street,SuRO312,Alexandrla,VAM314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J38716-Telese Bldrs:Spendthrrft 95 ' T17633342 J38116 A42 Half Hip 1 i Job Reference loptlonall East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MITek industries, Inc. Thu Jul 1 B 0S01:05 Z019 Page ID:FxputPbTngKYwnbIRQNUUpyxCOTeN FN?XFaXglm2hci9v16j iOf;LNp2b?V80YIIxy.Vi 68-7 10.11511-12 54Y] 5.2-1 5.14 44 = 34 = Seale=1:34.3 3x4 = axo - LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber COIL 1.33 Rep Stress Ina YES Code FBC2017rrP12014 CSL TC 0.31 BC 0.56 INS0.58 Matrix -AS DEFL. in Vert(LL) 0.24 Vert(CT) -0.23 Hom(CT) -0.01 (loc) Well Ud 7-8 >669 240 7-8 ,716 100 6 n/a n/a PLATES GRIP MT20 244/790 Weight: 981b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except' 5-6,2-8: 2x6 SP No.2 _ REACTIONS. (Ib/size) 6=719/0-6-9, 8=1021/1-2-0 Max Horz 8=313(LC 8) Max Uplift 6=-609(LC 5), 8=693(LC 8) Max Gmv 6=719(LC 1), 8=1021(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-65/257, 2-3=55/264. 3.4=-588/366, 4.5=423/388, 5.6=687/561 BOTCHORD 7-8=567/579 WEBS 4-7=292/84, 5-7=585/623, 3-8=894/376, 2-8=258/124 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuI1=160mph (3-second gust) Vasd=124mph; TCDL=5.Ops1; BCDL=3.Opst h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This Was has been designed fora 10.0 psf bottom chord rive load nonconculrent 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 (jl=1b) 6=609,8=693. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Album PE No.39380 MiTek USA, Inc. FL Cat 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING .Vori(y tlezlen Paramarers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I47473rev. Ia'034015 BEFORE USE. Design valid for use ony with MTeM connectors. This design Is based only upon parameters shown, and is for an IndlNdual building component, not a truss system Sol use, the inswing designer must verify Me eppocabiry fdosdn parameters and proper Inc4mnrdte Nis design Into Me Avenue buddingdasgn. Bmdng Indicated is to bidding of MdMdud Imes web andlor Nod members ony.Addnand temporary and permanent breoing MiTek' prevent Is odimys required for stabiay and to prevent waapsewah possible personal injury and properly damage. Forgenemlgiidancerega,dingthe fabdwtlon,storage,de9very,Omdlonwdbmdngof UussesaMMssWoms,see ANSVfPH Duality CrMada, DS849 and BCSf Building Component 6904 Parka East Blvd. Sarebrnformation available M1o,n TNzs Plate ln5aute, 218 N. Lee Siteet. Svae 312 Aleundra, VA gi316. Tampa, FL Slight Jab Truss Truss Type any Ply JW116-Telese Bldrs-Spendthrift 95 T17633343 IJ3B116 A43 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MTek Industries, Inc Thu Jul IS 08:01:052019 Pagel ID.FxputPbTngKYwnblRO NUUpyxCOTeNFN?XFaXglm2hci9vl6ji0anLOG2aSV80YIIxywuV i &10A 15-11-12 8-l" I 7-14 ' 4XBM10SHS = 3x8 = t-e-3 2-3-3 8-1P8 15.11-12 1-8-3 7-0 6-]-5 I 7-14 Scala=132.5 Plate Offsets (X Y)- [3:0-5-00-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.09 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) -0.08 6-7 >999 180 Mi8SHS 2441190 BCLL 0.0 ' Rep Stress Ina YES WB 0.68 Hom(CT) -0.00 5 ma n/a BCOL 10.0 Code FBC2017/TPI2014 Matm-AS Weight: 90 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Excepr 4-5,2-7: 2x6 SP No.2 REACTIONS. (Ib/size) 5=71910.6-9, 7=1021/1-2-0 Max Hom 7=256(LC 8) Max Uplift 5=-626(LC 5), 7=715(LC 8) Max Gram 5=719(LC 1), 7-1021(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-783/493, 34=562/498, 4-5=655/519 BOTCHORD 6-7=277/85 WEBS 2-6=263/560, 3E=370/112, 4-6=5541605, 2-7=921/525 BRACING - TOP CHORD Structural mod sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3�second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Ops1; h=20ft; B=4511; L=24ft; eave=4ft; Cat. II; Pxp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked fora plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psi bottom chord live load nenconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (jt=1b) 5=626,7=715. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MITdk USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: July 18,2019 &WARNING - Verily daslpn parNnoters,mo READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AVI.7473 re✓. IM31015 BEFORE USE. wwww Design valid far use onyweh MTeWconnedThi ore. s design is based boy upon parameters shown, and is for an bMiNdux building component, not n 121• a now system. Before use, 0e building designer must very Me apptisatoRW of design parameters and properly Inmrpomte 0Is design Into me overall bulldingdesign. Bracing narcoses is to prevent buckling of lndMdual truss web exam mom members ony. Pdddbnai temporary erM pelmanem bracing M!Tek' is swans retained far stabllity and to prewsot Collapse wM passible personal Into, and prepeM damage. For general guidance regarding the hodaddon. Storage, delivery, esec6un and bracing of budder and busssystems.we ANSUTPII Quaid,Crfterle, DSB49 add BCSI BuIlding Component 6904 Perko East BIM. Saferylnlormagon awUable from Tmss MAo InWVe, 218 N. Lee 6I 8uae312. Mexandda, VA 22314. Tampa, FL 36510 _j Scale=1:27.7 4x8 1.4 II 3x8 = 13 14 15 4 16 17 3x4 = 34 II '�- — y�V — 34 II 113 z-3-31 6-10-6 F 11-4-2 t 15-11-12 5 N2, 4-7-5 asiD 4-A1O Plate Offsets (X,Y)- 13:0-5-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Ude0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.06 7-8 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) 0.06 7-8 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.76 Hom(CT) -0.01 6 n/a nia BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 921E FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 5-6,2-9: 2x6 SP No.2 REACTIONS. (lb/size) 6=1081/0-6-9,9=1242/1-2-0 Max Hoa 9=199(LC 8) Max Uplift 6=1170(LC 5), 9=1120(LC 8) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(to) or less except when shown. TOP CHORD 2-3=1088/1109, 3-4=-935/1028, 4-5=935/1028, 5-6=1013/1030 BOTCHORD 7-8=1034/877 ' WEBS 2-8=-943/988,4-7=671/512,5-7=-1282/1165, 2-9=1147/968 Structural wood sheathing directly applied or 5.3.8 oc purling, except end verticals. Rigid ceiling directly applied or 5-8-3 oc breeding. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; 7CDL=5.Opsh BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pat bottom chord live load noncancurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001E uplift at joint(s) except lit -lb) 6=1170,9=1120. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated legible) 303 lb down and 307 Ib up at 6-10-8. 166 Its down and 16616 up at 8A 1-0, 166 lb down and 166 lb up at 10-11-4, and 166 Ib down and 166 lb up at 12-11-0, and 1601E down and 165 Ib up at 14-11-4 on top chord, and 212 Ib down and 216 lb up at 6.10.8, 371E down and 651E up at 8-11-4. 371E down and 651E up at 10-11-4, and 37 Ib down and 651E up at 12-11-4, and 41 ID down and 691E up at 14-11-4 on bottom chord. The designtselection 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). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Incease=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 3-5=90, 6-10=20 Concentrated Loads (Ib) Vert: 3=-133(B) 8=24(13) 13=85(13) 15=85(13) 16=-85(B) 17=93(13) 18=19(B) 19=-19(B) 20=-19(B) 21=21(B) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: July 18,2019 WARNING- Vent,u si, Parameters andREAD NOTES ON THIS ANOINC(UOEO MIFEK REFERENCE PAGE01-7473rev. 1WO31013 BEFORE USE. Design valid for use onywi s Meet® connectors. This de9gn Is based ony upon paramdern shown, and a foran Individual budding component, not abuse Sister. Beforeuse,0ebuildMgdedgnwmustwny Ne appiloselayofdesign parametemand proper"cotporne Nis design lntothe owned buildingdesign. Bmcmglnd!WedistopmwMbuJ gdMdMdual Wssweband/wrdoNmembemwty.Add'nbnaltemporaryandpermanembecing MiTek' is aware required for stabiBy, and to prevent collapse with possible personal injuni property damage. ForgenemlguidanceregardiMcne fah fion,stomge,deWey.eredionandbmWgdtmssesaMtl sssy ems,see ANSUTPIf quality, Cases, DSB49and BC5l Bulldlny Component Saga Parke East Blvd. Safeylnrwmarken awgablefmn Truss Plate Inflame,218N.Lee&mre S 10312,Alexand,ia,VAM14. Tampa, FL 36610 ID:FxputPbTngKYwnblRONUUppCOT-3ywWdZHSglhLveLHg2apLKOi kYNeFtAxgMOzMGywuVf 51-0 10.10.7 f? 17-2-2 22-5-13 27-7-0 3324 1-71 l sa-e �s-1-1 2 s1-11 saa s7-0 4x8M18SHS = 4xe M18SHS = 5 6 5x10M18SHS i 5x1OM18SHS - ld 2U 19 itle 14 - --13 Special 1Ox10M18SHS = 6x8M18SHS =7x6 =HUS26 Gas = 1Ox10M18SHS = THD210 5x16 =HUS26 HUS26 Bx8 = HUS26 74=6x8Mt8SHS = HUS26 5x8M18SHS = Elie M18SHS =HUS26 HUS26 HUS26 HUS26 HUS26 Eats = 10x14M18SHS = HUS26 HUS26 HUS26 10x14M18SHS = THD210 THD210 17-0 I 10.10.7 A.1 2 q-,24 22-3-13 27-71 3321 1 17n svl 1 57�-0�11 i1-11 I to 1 R.7.n Scale=1:91.8 Plate Offsets (X,Y) - [3:0-3-0,Edgel, [5:0-5-0,0-2-0], (6:0-5-0,0-2-0], [8:0-3-0,Edge], [111:0-7-0,D-3d1, [12:D-6-12,0-2-8], [12:0-1-8,0-2-8], [13:0-3-8,0.50], 114:0-3-8,0-6-41, 116:0-2-12.0-5-0I [77:0-2-120-5-0( [19:G-3-80-6-4( [20:0-3-80-5-01 [21:0-2-80-2-8t 121:0.7-120-2-8j LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.26 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.4717-19 1825 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WE 0.94 Ho2(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 845 to FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP 270OF 2.2E'Except' TOP CHORD 5-6: 2x4 SP No.2 BOT CHORD 2x8 SP DES'Excepr BOT CHORD 21-22,11-12:2x4 SP No.2 WEBS 2x4 SP No.3'Except' 5-17,6-16: 2x4 SP No.2, 1-22,10-11: 2x8 SP DES 1-20,10-13: 2x4 SP No.1 REACTIONS. (lb/size) 22=21318/0-3-8, 11=2151110.3-8 Max Harz 22=384(1_C 23) Max Uplift 22=7939(LC 8), ll=-7997(LC 8) FORCES. (I a) -Max. CompJMax. Ten. -All forces 250 gle) or less except when shaven. TOP CHORD 1-2=-26492/9884, 2-4=25634/9655, 4-5=20881/7953, 5-6=18702/7218, 6.7=-208Blf7953, 7-9=25617/9621,9.10=26434/9826, 1-22=-16569/6205, 10-11=-16581/6186 BOT CHORD 20-22=-1882/4799, 19-20=8692/23563, 17-19=8354/22867, 16-17=6719/18702, 14-16=-8324/22852, 13-14=8641/23511, 11-13=1645/4472 WEBS 2-20=-580/718, 2-19=935/420, 4-19=2564/6974, 4-17=6915/2665, 5-17=-3433/9064, 6-16=3430/9060, 7-16=-6891/2637, 7-14=2513/6948, 9-14=889/393, 9-13=554/666, 1-20=7198/19515, 10-13=7231/19680 Structural wood sheathing directly applied or 4-8-9 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 3-ply truss to be connected together with 10d (0.131"z3j nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. 2x8 - 2 rows staggered at 0-9.0 cc. Bottom chords connected as follows: 2xB - 3 rows staggered at 0-4.0 cc, 2x4 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4- 1 row at 0-9-0 Go. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Wad=124mph; TCDL=5.OpsY BCDL=3.Opsf; h=20ft; B=4511; L=3311; eave=oft; Cal. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 9) ' 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. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Carle634 6904 Parka East Blvd. Tampa FL 33610 Dale: July 18,2019 ;omnued on once 2 ®WARNING -Verify design panmvrors and READ NOTES ON TMS AND INCLUDED MITEx REFERENCE PAGE MIL 747J rev. 1AM312015 BEFORE USE. Design valid for use only with MlreiW connectors. This design Is based only upon parameters shown, and Is fit an individual building component, not a Mass system Beene use. the building designer must verilyne applicability ofdesign parameters and propedyncorpoete this design Into Me overall buildingdesign. MiTek' Is always required for stability and to prevent ceaapse win possible personal injury and property damage. For Demand guidance regarding the IabdwBon, ttonge.deavery, erection and bracing W Muscle and Mass systems, see ANSWPIf Quoddy Cdreda, OSBA9 antl SCS18.01Mg COmpmutsf 6904 Parke East Bled. Saferyln/ormatent available Rom Tmss Plate Ins Oe,218N.LeeG O.SuAe31ZAlexandria.VA22314. Tampa, FL 36610 Job Truss Truss Type Ory Ply J38116-Telese Bldrs:Spendlhrift 95 r T17633345 J38116 B01G HIP GIRDER 1 q J Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MRek Industries, Inc. Thu Jul 18 08.01:08 2019 Page ID: FxputPbTngKYwnbIRONUUpyxCOT-3ywWdZHSglhLv8LHg2apLK0l kVNeFtAxgMnzMGywuVf NOTES- 10) Bearing at joint(s) 22, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (A=lb) 22=7939, 11=7997. 12) Use USP THD210 (With 38-16d nails into Girder & 20-1 Old x 1-112 nails Into Truss) or equivalent spaced at 28-0-0 oc max. starting at 2-7-11 from the left end to 32-10-10 to connect truss(es) to back face of bottom chord. 13) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 4.7-11 from the left end to 28-7-11 to connect tmss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in Contact with lumber. 15) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 230616 down and 869 lb up at 0.7-11 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=90, 5-6=90, 6-10=90, 11-22=20 Concentrated Loads (lb) Vert: 18=2297(13) 19=-2307(B) 15=2317(13) 11=2302(B) 23=2306(13) 24=2307(13) 25=-2307(B) 26=2307(B) 27=-2307(B) 28=2297(12) 29=-2309(B) 30=-2309(B) 31=-2317(8) 32=2317(13) 33=-2317(B) 34=2317(13) 35=-2309(B) ®WARNING-liwify@zlgn pvamaren antl READ NOTES ON THIS ANDwcLuDEDM?EK REFERENCE PAGE MILTQJre, IQWROISBEFORE USE. Design valid forusa Only Wn hir cannedam. Tbls design Is based ony upon peramelers shown. and Is for an individual building component, not �byg a Was system Baton use. Me bmlding designer Madvedy Ne appdrabiHy of design parameters and properly Ncoryorste Nis design W.M. ...It ��-��fYYY■ building design. Bracing Maicaed is to prevent buckling of lndiwlduawss web aullorcoard members Ony.Add'nional temporary aM parmanea bracing MiTek' is always required for stability and to prevent Collapse with possible personal injwy and propedy damage. Fargeneraguldancereganir Ne falmeallon. stanige.delivery. ereraon and Wadng afVusses and Was Weems. see ANSUTP/10uaary Crlydda, DS"9 antl 6CS1 Building COmponont 6904 Parke East Blvd. Saretylnlcrmalidn available from Truss Plae Inagae, 219 N. Lee S 0, SOte312. Nexandta. VA 22314. Tampa, FL 36610 Job ' Truss Truss Type ON Ply J38116-Telese Bldrs: Spendthnft 95 , T17633346 J38116 B02 Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL M946 Ave = 5x5 = 5x8 M18; 8,240 s Jun 8 2019 MTek Industries. Inc. Thu Jul 18 08:01:09 2019 Scale =1:61.3 iS Q 5.6 11 Sx.,e = 3x4 = 3x8 = 3x4 = 5x5 = 5.6 7-74 1 1411115 1 18J-5 1 25.7-1 I 33-2-0 1 7-7, 7312 3-45 ]-112 Plate Offsets KY)— [1:Edge.0-1-12] 13:P5-8 0-2-4], 14:0-2-8 0-2-0] [6:Edge 0-1-12], 17:Edge 0-3-8] LOADING (psq SPACING- 2-0-0 CST. DEFL. in (lac) I/deb Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.12 11-12 >999 240 MT20 244/190' TCDL 15.0 Lumber DOL 1.33 BC 0.67 Ven(CT) -0.2711-12 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES 1MB 0.69 HOrz(CT) 0.07 7 n/a Na BCDL 10.0 Code FBC20177TP12014 Matrix -AS Weight: 207 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11, 3-10, 5-10 REACTIONS. (Ib/size) 13=1809/0-3-8, 7=1809/0-3-8 Max Horz 13=-380(LC 6) Max Uplift 13=-674(LC 8), 7=674(LC 8) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(Ib) or less except when shown. TOP CHORD 1-2=2573/972, 2-3=2080/904, 34=1720/889, 4-5=.2081/904, 5.6=.2573/972, 1-13=-1733/690, 6-7=-1732/690 BOT CHORD 12-13=269/533, 11-12=-696/2179, 10-11=-405/1718, 8-10=-696/2178, 7-8=99/278 WEBS 2-11=645/354, 3-11=170/460, 3-10=251/257, 4-10=-170/443, 5-10=-643/354, 1-12=607/1931.6-8=-606/1930 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsY BCDL=3.0ps(; h=20ft; B=45ft; L=3311; eave=4ft; Cat. 11; E is C; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001to uplift at joint(s) except Qt=lb) 13=674.7.674. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheelrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MITok USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verify denIgn parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE MII-7473 rev. 1OTM015 9EFORE USE. warew Design valid for use only with MTek® connectors. This design IS based any upon parameters shown, and Is tar an Individual budding component rim �� aWsssyMem Befamuse.NebuddbgdeMgnermustvedy NeappdwbiidyofdesignpaametersandpmFedymmrpo eWsdesignlnto Neowma ��-��`L}YYY buitdingdesign. Bracing Indicated la to prevent buckgng W NdMdual Was web andfor crord members ony. AddNonaltempoaryandpetmanaNtracmg Mlle(' Is always required for stability and to prevent collapse with passible petsonat lyuyand propeMdainage. Forgeneal god a ica regarding the fabrieadon. Manage, dari eaction and bating ofbussea and Wss systems, see Alich rQuality Crlfnda, Magi and aCSI aullding Cimponenf 6904 Parke East Blvd. SaNfylnformadan available tom Truss Plate InWOe, 218 N. Lee greet. Suee312. Nexmdda, VA22314. Tampa. FL 36310 Job Truss Truss Type pry Ply J38116-Teiese Bldrs.-Spendlhdft 95 w T17633347 J38116 803 Hip 1 1 Job Reference (optional) was, Ft. Pierce, FL 34946 8.240 s Jun 82019 MTek 5x8M18SHS = 5x8M18SHS = 30 Inc. Thu Jul 1808:01-102019 11 Ibis 0 12 3,06 = 5x5 i 2.4 II 2x4 II 2x4 It Sx8i 12 5x8 4.94 12 END 2-MM NG LEVEL RETURN GREATER THEN 2-0-0MUST SUPPORTED. (TYPICAL OF ALL TRUSSES IN THIS {W gym tb53 W <-0J Sa4o I 'TWtt t o�zw a2a46a a1 is I asu I aso M m 25 a1-n -0C Scale: 3116'=1• Plate Offsets (X,Y)— [5:0-6-0,0-2-81 [6:0-6-00.2-81 LOADING (psf) SPACING. 2-D-0 CSI. DEFL. in (roc) Well Lid PLATES GRIP TOLL 3aO Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.17 14-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 VMICT) -0.3414-16 >999 180 MISSHS 244/190 BCLL 0.0 ' Rep Stress Ina YES WB 0.93 Horz(CT) 0.24 10 n1a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 2251b FT=0% LUMBER - TOP CHORD 2x4 SP No.2'Except' 5.6: 2x4 SP N0.1 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3'Except' 2-19: 2x6 SP No.2, 2-18: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 19=2105/0-8-0, 10=185710-3.8 Max Hom 19=348(LC7) Max Uplift 19=841(LC 8). 10=660(LC 8) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 5-14 FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=3156/1055, 34=3135/1161, 4-5=2542/1020, 5-6=2174/987, 6-7=-2537/1020, 7-8=3106/1166,8-9=3002/1074, 9-10=-18071653 BOT CHORD 17-18=-869/2995, 16-17=-848/2807, 14-16=-560/2190, 13.14=8522710, 11-13=886/2678, 18-19=-376/338 WEBS 3-17=-253/181,4-16=-741/342,5-16=140/609,6-14=142/513, 7-14=-681/346, 9-11=-896/2600, 2-19=1890/733, 3-18=2831187, 2-18=976/2836, 8-11=318/t81 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf, h=20R; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nenconwment with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at)oint(s) except Qt=lb) 19=841,10=660. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Carl 8834 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 &WARNING -Venry d-ign l—m.mm and READ NOTES ON THIS AND INCLUDED JUI EK REFERENCE PAGE MII-7472 m¢ 1=312015 DEFORE USE. Design valid for use onywilh MITeallcanne aus.This design Is based oNy, uponparametma shown, and Is for an irMmdual building component, hot a truss system. Before use, the building designer must scary 0e apprirabildy of design parameters and properly Incorporate his design into Me Overall buldiagdecgn. among hMicced is to prevent budding of lndMdualbuss web amusuchord members any.AdditionaltemumenrandpermaneNbrating MiTek' is always required for stability and to prevent collapse wish possible personal Injury and proper, damage. Forgeneralguidanceregmdirgthe fabrsudi ,conga. delivery.medlon and bradng of trusses. must rest sycema, sea ANSVTPII Quality Crrferla, DSBM and SCSI Building Component fi9o4 Parke East Blvd. Selarylnlormollon a flablebom Truss PlateIngaNe,218N.Leashed,suise312.NexandM,VA22314. Tampa, FL 06810 ID:FxpUIPbTngKYW nbIRONUUpyxCOT-xjAI TwKw_Bn01e23t8VASol9hYBm IXI IAVI ywuVb 2-0-3 4b3 6$1 1}a0 1}1a6 18& 23E-] 2pd4 2&ILS 33b3 3513 37+6 243 1 2+0 a}15 j10.�, 41LL0 I aloe a10- 4�I <114 j u0 Srala = t6ela 5x8 = 2x4 S 8 = 5 35 6 36 7 6.004F1_2 4x48 2x4 II 2x4 II3 9 4x8 i 4x8 2 10 7-a06 _ 15 b 1 11 is 2D 21 3x4 — 2x4 II 2.4 II 44 = a4 II 3x4 = 12 Sx5 i 13 2x4 II 6 6x8 3x6 = 3x8 = x8454 125x6 14.10.1 2a 37d b1fOJ �3I W� ]621M210 67-n 1&3 T �43& 1-J I 40 at03 Plate Offsets (X,Y)— [5:0-6-0,0-2-81 [7:0-6-00-2-81 114:D-2-12 0-3-0[ [19:0-2-12 0-3-01 LOADING (psf) SPACING- 2-0-13 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TO 0.48 Vert(LL) -0.19 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(CT) -0.4518-19 >891 180 BCLL 0.0 Rep Stress Ina YES WB 0.61 Hoa(CT) 0.25 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 23416 FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-20,10.12: 2x6 SP No.2, 10-14,2-19: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 20=211010-8-0.12=2110/0-8-0 Max Horz 20=265(LC 7) Max Uplift 20=-843(LC 8), 12=752(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. JOINTS 1Brace at JUs): 17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=3172/1034, 3-4=-3187/1153, 4-5=2740/1078, 5.6=2689/1151, 6-7=2689/1151, 7-8=-2740/1083,8-9=3187/1214, 9-10=-3172/1095 BOT CHORD 18-19=-864/2727, 17-18=-645/2377, 1577=-650/2377, 14-15=880/2727, 19-20=284/309 WEBS a19=-106/384, 4-18=-531/279, 8-15=503/293, 2-20=1941/725, 10-12=1941/707, 9-14=266/189, 10-14=-943/2878, 3-19=262/187, 2-19=95012878, 5-18=124/497, 7-15=-132/480,5-17=-195/600,6-17=569/287,7-17=-195/600 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Ops1; h=20ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Ops1 on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 7) provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except (p=lb) 20=843,12=752. B) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban PE No.39380 MiTek USA; Inc. FL C6rt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING- Verity design Paramefol—nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473— 10'W4015 BEFORE USE. , Design valid for use only won MA'ekS, connectors. This design is based ony upon Pammmers Shawn, and Is Wan individual bulling componeM not ��' a truss system, Before use, me adding designer must venry the applicabitiy of design parameters and properly rearperate this design Into the 0what bdldingdeslga Bacing lsldiceted is to prevent booking of romassal Bass web anwor onord members dne. Addllio Itemperaryandpermanembraong MiTek' is always required for ataalNy and to prevent collapse with possible personal injury and properydamage. Forgeneral guldance regae ing me fabrication, storage. delivery, erection and bmWg of trusses and Bass systems,see ANSgTPI1 duality Crgeda, OSS49 and SCSI Bonding Component 6904 Parke East Bhtl. Safelylaf eduallon mansard !vest Truss %ne rn#ode, 218 N Lee Street. Sui1e 31Z Nexandde. VA22314. Tampa, FL 36310 Job rvss Truss Type pry Ply J38116-Telese Bldrs:Spendill ift 95 I T17633349 J38116 805 Hip 1 1 Job Reference (optional) 5xBM18SHS = 4 o.zaU s Jun 0 ZOI V mu ex moustrleS, Inc. I nu Jul l0 Ud:UI:IJ 2DlB 2x4 II Sxe M18SH5 = 33 5 34 6 Scale=164.7 cite [12 3x4 4 3x4 1 e 3 ] 4x6 i 4x8 2 8 1 d M 15 - L 9 "' 17 18 _ 13 — 1 10 18 19 ff 4x4 — 2x4 I 3x8M18SHS = 44 = 10 2 3x6 = 5xe Bxa — 2x4 II ZIA II 6x6 5x5 __ 3x6 — 4.94 12 2x4 II 37o ta3 MR t tine ts.loa 1 leaa M RV! ise-s 1 swa I ss4a sske*3. Plate Offsets (X Y)— [4:0-6-00-2-81 [6:0-6-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (roc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Veri(LL) -0.22 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Ven(CT) -0.4313-15 >940 180 MIBSHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.26 10 n1a File BCDL 10.0 Code FBC20177TP12014 Matrix -AS Weight: 219 to FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 2-18,8-10: 2x6 SP No.2, 2-17,8-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Mlsize) 18=2110/0-8-0, 10=2110/&8-0 Max Hoa 18=225(LC 7) Max Uplift 18=-843(LC 8), 10=752(LC 8) BRACING. TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-9-0 GO bracing: 15-16, 13-15 JOINTS 1 Brace at Jt(s): 15 FORCES. ild) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=3219/1105, 34=3023/1112, 4-5-3318/1349, 5-6= 3318/1349, &7=3023/1121, 7-8=-3219/1165 BOT CHORD 1&17-933/2939, 15-16-759/2598, 13-15=767/2598, 11-13=985/2885, 17-18=260/236 WEBS 3-16=-493/198, 4-16=1/353, 4-15=322/1004, 6-15=311/1004, 6-13=8/353, 7-13=417/223, 2-18=1880/708, 8-10=1880/690, 3-17=257/218, 7-11=257/188, 2-17=-1063/2980,8-11=-1057/2980, 5-15=760/380 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf h=20ft; Biiii L=37ft; eave=5fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about 8s center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 7) ' This truss has been designed for a live load of 21 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 ofwithstanding 100 lb uplift at Joints) except (jl=lb) 18=843, 10=752. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albert PE No.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING-Vert/ytleslln,al.mel..d READNOTE50N THIS AND INCLUDED MITEN REFERENCE PAGE M14r4H rev. 1WO312015 BEFORE USE. aaa Design valid for use Imli Wei Correctors. Thu design is based any upon Parameters shown, and is foram, Individual building component not pull, a Miss system. Before use, me building designer must very the appaabilly of design parameters and properly Incorporate Ws dedgn Into thisoverall buildingdesign. Bracing Indicated is to prevent buddmg of Individual Wss web anwar choN members Dory. Addaional temporary alM permanelrt bactng MiTek' is always refined for stability and to pravem collapse with possible personal injury and property damage. For general guidanco regarding the fabriation.Storage, deavery, erection and trades efbusses and Miss systems. we ANSIMPH dually Creech, DSB419 and SCSI Building Component 6904 Parity Fast BNd. Safefylnfementlun avalabiefrom Truss Plate InS e,218N.Lee Street Sude3l2,Alexandra.VA22S14. Tampa, FL Scala 4x 2 1 5a = 60011z 4 34 3x4 = 2x4 II Sx8 = 5 35 36 6 37 7 .................................. Scale = 1:64.7 ¢� I 135za :2 9 d 10 fal6 d 19 18 R4 - m 14 1 20 21 3x4 2x4 II 3x8M1BSHS = 3x4 = 13 11 5x5 i BAD 2x4 I 2x4 11 2.4 II 8.6 = 5x5 3x8 - 3x8 - 4.94 12 zx4 II 1561 2} 3746 tA3-0 42<0. 1}tW 1/16j 18&3 3ZJ& -00 I231--� 12-2�0. ]1J I Plate Offsets (X Y)- (4:0-6-0 0-2-8) l7:0-&0 0-2-81 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.31 15-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(CT) -0.58 15-17 >688 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina YES WB 0.60 HOR(CT) 0.29 11 n/a run BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2191b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' 2-20.9-11: 2x6 SP No.2, 2-19,9-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 20=211010-8-0, 11=211010-8-0 Max Hoe 20=-184(LC 6) Max Uplift 20=843(LC 8). 11=752(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 5-2-0oc bracing: 15-17 FORCES. fib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3129/1060, 3-4=-3143/1156, 4-5=4006/1569, 5-6=4004/1572, 6-7=-4004/1572, 7-8=3143/1171, 8.9=3129/1121 BOT CHORD 18-19=871/2777, 17-18=-832/2745, 15-17=-1310/4006, 14-15=-847/2745, 12-14=-92312777 WEBS 4.18=0/260, 4.17=550/1549, 7-15=537/1547, 7-14=0/260, 3-19=265/193, 8-12=265/162, 2-20=-18911730, 9.11=1891/712, 2-19=985/2840, 9.12=979/2840, 5-17=644/313, 6-15=-605/316 NOTES. 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.OpsF BCDL=3.Opsf; h=20ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except T=1b) 20=843,11=752. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetreck be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 WARNING -Verity tlesignpararnwws a dREAO NOTES ON Me AND INCLUDED ArpER REFERENCE PAGE 6111-7473 m¢ 10XV2015 BEFORE USE. Designvalid for use onry ewh MmeMeonnedors. This design is based only upon parameters shown, and Is far an individual Wifieng oomponenl not HV aims system. serve use,Ne building designer must worry Me a ppUwbitiryofdesignpammetemantlpmpedyNmrpo ONsdesignbrto Ne overall buildingdesign. Bmdng indicated is to bukang of NdMdual truss chord members anry. Amabonaltemparoyandpetmanentbraring MiTek' prevent webendfm Is always nx.ired Mr stability and to printed coeapse with possible personal injurIand property damage. For genersl guidance regarding the tabdcaden.Mmga,debey,emdionmdbmdMd WswsaMWsssotems.see ANSf?Plreually CdNda,OSBA9and BCSIBUIIdinBComponant 69N Parka East BWL SafeylnformadonavUblefrom TrussPlate InsG9,218N.Lee&mre SuH312Alexandra;VA22314. Tampa, FL 36610 5x5 = 2x4 II 3.8 = 44 = 2.4 II 800 12 3x4 = 3x4 = 5x5 = 4 38 37 5 38 B 39 740 641 9 42 10 43 44 11 _ asE-011 =0 ME M. 61 Scale = 1643 14 3x8 = $4 _ 9� 3xe = 28 28 9 24 23 48 22 49 21 20 17 15 3x6 = SAO,5S 12 54 6x8 = 3x12 = 3x4 II Sx5 36= 3z4 II 6x8 = 37a tE-3 2 143 7-0 11b13 r,�, I 13103 11 6aJ i 1 �1 Y183 311 26-39 � 3D4fi I a i Plate Offsets (X Y)-- [4:0-2-8 0-2<j 18:03-0 Edge[ If 1:0-2-8 0.2-4[ If 9:0-2-4 0-3-01 (25:0-2-4 0-3-01 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) gde0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(L-) 0.46 20 >865 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(CT) -0.67 20 >594 180 BCLL 0.0 Rep Stress Ina NO INS 0.79 Hoa(CT) 0.30 15 me n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 438111 FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'ExcI 25-27, 16-19: 2x4 SP No.1, 6-23,9-21: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' 22-25,19-22: 2x4 SP No.2, 2-28,13-15: 2x6 SP No.2 REACTIONS. (lb/size) 28=311610-8-0, 15=311710-8.0 Max Hom 28=144(LC 7) Max Uplift 28=-1702(LC 8), 15=-1611(LC 8) BRACING. TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc punins. BOTCHORD Rigid ceiling directly applied or GUO oc bracing. Except: 1041-0 oc bracing: 23-25, 19-21 FORCES. (lb) - Max. Comp./Max. Ten. - All tomes 250 (lb) or less except when shaven. TOP CHORD 2-3=5024/2633, 3-4=-5352/2941, 4-5=4881/2721, 5.6=9033/5025, 6-7=8899/4960, 7-9=-8901/4969,9.10=-9035/5034, 10-11=-4841/2744, 11-12=-5323/2967, 12-13=494512695 BOT CHORD 26-27=-2288/4558, 25-26=3952/7354, 6-25=498/346. 22-23=-289/471, 21-22=-289/471, 9-19=-500/348, 18-19=396877355, 116-18=2325/4401 WEBS 3-26=-389/493, 4-26=-973/1921, 5-26=3080/1744, 5-25=-1058/2055, 22-25=3612/6776, 7-25=1220/2345, 7-22=3487/1927, 19-22=-3612/6776, 7-19=-123212348, I OA9=1050/2056, 10-18=3081/1735, 11-18=985/1903, 12-18=340/492, 2-28=-2895/1594, 13-15=2889/1577,3-27=-522/316,2-27=-2348/4417, 12-16=503/285, 13-16=-2343/4404 NOTES. 1) 2-ply truss to be connected together with 10tl (0.131NY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 Go. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2,06 - 2 rows staggered at 0-9-0 GO. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been Considered for this design. 4) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=3.Opsf; heI 8=45ft; L=3711; eave=511; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water Donating. 6) Plates checked for a plus or minus 0 degree rotation about Its center. 7) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 8) - 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at)oint(s) except (jl=lb) 28=1702.15=1611. Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verily di ahm parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGEWI-7473 rev. IOM3 ,aI5 BEFORE USE. Design valid for use only with MTek®connMors. This design Is based any upon parameters shoran, and Is for an individual butd'mg component -not a truss system. Before use, the buiding designer mug witty the appicabiay of design parameters and properly sharpness this design into Me overall buildingdesgn. BmoingindicatedislopreuentbuddingdhdMdual Wsswebe orOoMmembemoot,. Adabo iltempa2ryandiamemartbracing MiTek' Is always required for stabifty and to prevent ob apse with passible personal Injury and pmpelty damage. Forgeneml guidance regaNing the fabrication. storage, delivery. eedion and bracing aftheres and truss systems, we ANSUTP11 Quality Cateda, DS049 and Bag Building Component 6904 Parke East Bute. Saroyfribriewhon availableham Tmss Plgelns Oo.218N.L &mMSufte3l2,Mezandda,VA22314. Tampa,FL 36810 loTruss Type Oty Ply J38116-Telese Bldrs:Spendthritt 95T17633361 F11 B07G Hip Girder 1 es L Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.240sJun 62019MHeKlnaustnes,Inc. InUJUIItIUU:U1:16ZU19 Paget ID:FaputPbTngKVwnblRONUUpyxCOT-mt ILPITgxw6g6C08m91RRpdamPb07O7vCUihywuVV NOTES- 10) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 3361b down and 3181b up at 7-0-0, 168 lb down and 159 to up at 9-0.12, 167 lb down and 159 Its up at 11-0-12. 167 It, down and 159 lb up at 13-0-12. 177 lb down and 187 lb up at 15412, 177 lb down and 18711a up at 17-0-12, 177 to down and 187 lb up at 18-8-3. 177 lb dow t and 187111 up at 20-3-10, 177 Ib down and 187 lb up at 22-3-10, 167 lb down and 159111 up at 24-3-10. 167 Ib down and 159 lb up at 26-3-10. and 168 lb dawn and 159 Ib up at 28-310. and 336 Ib down and 318 Ib up at 30-4-6 on top chord, and 219 Ib down and 1161b up at 7-M, 60 to down and 20 IT up at 9-0-12, 60 Ib down and 20 Ib up at 11-0-12. 60 Ito down and 20 lb up at 13.0-12, 59 lb down and 34111 up at 14-11-15, 59 lb down and 34111 up at 17-0-12, 59 Ib down and 34 lb up at 18-8-3, 59 lb dawn and 34 lb up at 20-3-10, 59111 down and 34111 up at 22-4-7. 60 lb down and 20 Ib up at 24-310, 60 lb down and 20 lb up at 26-3-10. and 60 lb down and 20 lb up at 28-3-10. and 219 Ib down and 116 lb up at 30.3-10 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Veil : 1-4=90, 4-11=90, 11-14=-90, 28-30=-20, 28-29=20, 2527=-20, 23-24-20. 21-23=20, 20.21=-20, 16.19=20, 15-17=20, 15-33=-20, 27-28=20, 15-16=-20 Concentrated Loads (Ib) Vert: 4=149(F) 8=125(F) 11=149(F) 25=-46(F) 6=-125(F) 21=46(F) 9=125(1`) 26=-39(F) 5=-94(F) 22=46(F) 7=125(F) 10=94(1`) 18=39(F) 36=-94(F) 38=-94(F) 39=125(F) 42=94(F) 44=94(F) 45=29(F) 46=-29(F) 47=-29(F) 48=46(F) 49=-46(F) 50=29(F) 51=29(F) 52=29(F) ®WARNING Verily design Parameters and READ NOTES ONrMS AND INCLUDED MREK REFERENCE PAGE MIW4I3rev. 1Vi(Oa IS BEFORE USE. �*e Design valid for use onywith Mirek® cannemaa. This design is based only upon paamatess shorrn, and is far an NCINtlual bui0ing companeM, not audes system Before use, Me bwMing designer rholvedfythe applicability ofdesign parameters and property beorpoate Ws deeign into the overall hMlwted Isla buGfng individual toss Only. A4dNandtemporaq BMpennmeNbrachg -•�� MiTek' bullwildesl9n.Bracing prevent of web andfordloN members Is always requlad for stabigly and to pawnl collapse with possible personal injury and prapeM damage. Forgiefesguidaeceregardingthe fabrication, sloage.detivery, hadlOn and bracing oftneses add truss systems, we ANSUIPN Quality Cdreda, DS849 odd SCSI Building Component 691 Parke East Blvd. Sereyldrorradon avalabla hoen Truss Plate lnsWNe, 218 N. Lee Sbeel, Sude 312. Nexandda, VA 22J14. Tampa, FL GEM ,1-0 SLL9 4t0.T 089 153tt t&1-t5 T1-11-5 2663 28113 548 4.?ta 162 3-tt-5 2A60 49G JO-I< 280 0.T-1] 4x6 = 1.4 11 34 = 3x4 = Scale=1:55.9 Id 3x4 = 3x6 = 3x4 = 3x8MmSHS = 1x4 II 44 II 1OX10MISSHS = HUS26 t83 2dJ St15 116) 181-15 i2-115 art 240.]2803 1a-SM 3m-2 I ]nt2 I eaa I 4.sa I ]ot< aa-o ten Plate Offsets (% `)- 16:0-5-4 0-2-0I (16:0-2-8 0-1-81 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 VerULL) -0.31 12-14 >936 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.33 BC 0.88 Ven(CT) -0.4812-14 >601 180 M18SHS 244/190 SCLL 0.0 ' Rep Stress Ina NO WB 0.85 HOrz(CT) 0.04 11 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Attic -0.26 12-14 377 360 Weight: 2061b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' 1-13: 2x4 SP No.1, 10-13: 2x4 SP 270OF 2.2E BOT CHORD WEBS 2x4 SP No.3*Except' WEBS 2-15,8-11: 2x6 SP No.2 JOINTS REACTIONS. (Ib/size) 11=3554/0-8-0, 15=1586/0-8-0 Max Harz 15=439(LC 8) Max Uplift 17=-1409(LC 5), 15-582(LC 26) Max Gmv 11=3554(LC 1). 15=1744(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3.4=-2080/478, 4-5=-1782/502, 5-6-392/167, 6-7=309/405, 7-8=299/394, 9-10-426/879 BOT CHORD 14-15=743/1675, 12-14=635/1807, 11-12=-634/1807 WEBS 3-14=-7/26B, 4-14=0/362, 12-16=0/598,7-16=612/357, 11-16=2215/728, 9-11=-750/485,5-17=-1764/649, 16.17=-1758/650,3-15=2185/596,8-11-773/414, 6-16=-408/251, 8-16=-329/339 Structural wood sheathing directly applied or 3-0-0 cc purtins, except end verticals. Rigid ceiling directly applied or 6-0-0 cc bracing. 2 Rows at 113 pis 11-16 1 Brace at JUs): 16.17 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.OpsY BCDL=3.Opsf; h=20R; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide Will fit between the bottom chard and any other members, with BCDL = 10.0ps1. 8) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-17. 16-17 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 poll) applied only to room. 12-14 10) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except Ut=lb) 11=1409.15=582. 11) Use USP HUS26 (With 14-16d nails into Girder 8 6-16d nails into Truss) or equivalent at 27-0-12 from the left end to Connect tmss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in Contact with lumber. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A Alberni PE No.39330 MiTek USA, Inc. FL Cart 66U 69" Parke East Blvd. Tampa FL 33610 Date: July 18,2019 andard ®WARNING-Ven'ly u-Me po..On and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AW-7473 rev. la'0312015 BEFORE USE. Design valid for use only with MRek®oonnttlore. This design Is based any upon parameters shown, and is W an iulmdual building wanovem not a Miss ayMem. Before use. Me bwld'mg designer must veriy the appliCati rty of design parametem and pmpery Nooeporale Nis design Into Me ouerell Indicated is to buc tmsseeb Only. Add'nionaltempoam Meopennanem Mating MiTek' buildingdeslgn, arson prevent g ofindMAtal md/welom members is always uxulred for stabllM1y and to prevent collapse with possible personal injury and pmpeny damage. For general guidance regarding Me. fabrication, storage, delivery. Mac ion and braiding of Misses and was cystems,see ANSVTPIf quality amile, OS949 and BCSf Buildlag Component 6904 Padre East BNd. SarelymFormatlon available Man Teas Rate lnrtttme, 218 N. Lee Street. Suite 31Z Alexandra, VAM14. Tampa R 361310 Job rvss Truss Type Qty Ply J38116-Telese Bldre-Spendthrift 95 T17633352 J38116 C01G ATTIC GIRDER 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.240 s Jun 82019 MTek Industries, Inc. Thu Jul 18 08:01:19 2019 Page ID.FxputPbTngKVwnbIRQNUUpyxCOT-E35gxKQME83nkghOzsHOlfztU_49KsDZMZx2FlywuVU LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-0 =90, 4-5-100. 5-6=90, &9=-90, 14-18=-20, 12-14=30, 10-12=-20, 5-16=10 Concentrated Loads (Ib) Vert: 23=1900(F) ® WARNING- Verily design pammolers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473rev. 1010M015 BEFORE USE. Design valid torus. any wilb MTek® connectors. TNs design is bases fifty upon parameters shown, and Is for an Indiodual building mmponem, not 0 Wss system Before use. Me building designer must veriy Ue appliabilty of design parameters and prepedy hooryonite Nis design into the oeerea buldingdesign. Bracing Indicated is to prevent buGGng of indmdual trust web antler chord members ony. A4dWonalemp0m,2nd,,manenttaxing MiTek' is always regubed far suability and to prevent cesapse with possible personal Injury, and prepeM damage. For general guidance regarding Me fabrication. storage. delivery,erection and bracing of trusses arm truss Systems, see ANSgIPll Quality Cdteda, DS649 antl BCSl Building Component easel Parke Fast Byd. SaNylnformatlan avaimbie emn Tmss Plate Inaft0e, 218 N. Lee StreN Suite 312. Nexandda, VA2231L Tampa, FL 36610 Job Truss Truss Type Dry Ply J38116-Telese Bldrs.Spendlhrift 95 1 s T17633353 J38116 CO2G ATTIC GIRDER 1 1 Jab Reference, (optional) East Coast Truss, Ft. Pierce, FL 34946 &240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 08:01:20 2019 Page 1 I0:FxputPbTngKYwnblRONUUpyxCOT-iGf28f0_7RBeL_Ga%ZodgsW37OPG3KijaDhbnZywuVT ilea so -a e-fat iDa9 taco 1a1.ts xz-11s zsas zaps so-s o-a.f4 -taz 0 Oats Z:Y so14 zoo T 07-11 4x8 = Scale =1:52.9 1.4 I 4x6 = 4x4 = �a 3x4 = yxy _ 3x4 = 3x81,118SHS = 1.4 II 3x6 = 10x10M18SHS = HUM6 LOADING (psp SPACING- 2-0-0 CSI. DEFL. In (loc)/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.31 12-14 >948 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 SC 0.89 Vert(CT)-0.4812-14 >611 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina NO WB 0.78 Horz(CT) 0.04 11 role role BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Attic -0.26 12-14 380 360 Weight: 200 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-14 cc pul ins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 1-13: 2x4 SP No.1, 10.13: 2x4 SP 270OF 2.2E BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3'Except' WEBS 2 Rows at 1/3 pis 11-16 2-15,8-11: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (lb/size) 11=189610-8-0, 15=163910-8-0 Max Ho¢ 15=488(LC 7) Max Uplift 11=-672(LC 5), 15=623(LC 26) Max Grav 11=2047(LC 30), 15=1712(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2023/547, 4-5=1722/573, 5-6=523/236, 6-7=.625/573, 75=746/483 BOT CHORD 14-15=-687/1705, 12-14=592/1818, 11-12=588/1842 WEBS 3-14=-14/294,4-14=0/352, 12-16=0/601,7-16=-6751379, 5-17=1666/542, 16-17=-1656/544, 3-15=2141/660,8-11=762/466,11-16=-2131/547,8-16=428/715, 6-16=-510/325 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.0psF, h=2DR: B=45ft; L=28ft; eave=4ft; Cal. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent Water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 Pat bottom chord live load nonconwment with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Ceiling dead load (5.0 psp on member(s). 4-5, 517, 16-17 9) Bottom chord live load (30.0 Pat) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 10) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 1001b uplift at joint(s) except (n=1b) 11=872,15=623. 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 27012 from the left end to connect trusses) to back face of bottom chord. 12) Fill all nail holes where hanger Is in contact with lumber. Thomas A Alban! PE Nd.39300 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA, Inc: FL Cart 68M 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parks East Blvd. Tampa FL 331110 Data: LOAD CASE(S) Standard July 18,2019 ®WARNING Verify desifln Parningns and READ NOTES ON MIS AND INCLUDEDMITERREFERENCE PAGE 01-7471rev, IOM31015 BEFORE USE. Design valid far use only with Mirada, wnnectan. This design Is based only upon parameters shown, and Is far an Individual building component, not a buss system. Before Ina, the building designer mug very the apparabilly of design parameters and properly incoryorate this design into the owing buildingdaslgo. Bracing Indicated is to Present buovii oflndMduaHmss web Wdlordioal members ony.Addrionaltemparzryendpem,anentbnatlng ��-��.YYY MiTek' is always required for stability and to prevent collapse with posslMe personal lnl,sy and property damage. Forgeneralguidanceragaldilg B,e fabowflon. Moige,delivery. anion and bracing oftmsses and truss Systems. see ANsaTPIi Quagy, Comds, DSBa9 and BCSI Building Comp .roam Safetylooramaaan awaaablef Truss%4e1.Wule,218N.LeeS d,SuBa312./daxandda,VAz2814. Bel Parka East BIM. Tampa. FL 36610 Job Truss Truss Type Ory Ply J38116-Telese B&S.-SpendlhriR95 1 T17633353 J3B116 CO2G ATTICGIRDER 1 1 Job Reference (optional) runs, el. rrerce, I s V`ao 8.240 s Jun B 2019 MITek Industries, Inc. Thu Jul 18 08:01:20 2019 Page ID:FxputPbTngKVwnbIRONUUpyxCOT-iGf28f0_?RBeL GaXZodgsV070PG3KijaDhbnZywuVT LOAD CASE(S) Standard 1) Dead +Road Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pit) Vert : 1-0=90, 4-5=100, 5-6=90, 6-9=90, 14-18=-20, 12-14=30, 10-12-20, 5-16=10 Concentrated Loads (lb) Vert: 23=298(B) ®WARNING - Verlry defi9n Parameters and READ NOTES ON TM5 AND INCLUDED UTEK REFERENCE PAGE MO-0473rov. 10.10312015 BEFORE USE. ■ Design valld for use anlywNt MTek4Dconneclors. Dig design is based only upon parameters shown, and is for an individual Wilding component, not q` a cruse system. Before use, ale building designer must very 0e epptiabillly of design paramat9a and Properly marpoab mis design mothe owed buddingdesign. Bracing Indicated is to prevem bgWing of Individual trues web uldfor Nal omembers any. Additional temporary eM permanam bracing 1 MiTek' Is always requhed for stabiiy and to prewm collapse weh passible personal Injury and property damage. Forgamnalguidancaregemingma fabrication. storage. dellery, emotion and bmUn9 oftmsees and truss systems, see ANSUTPIf Odeldy Mleda, DsB29 and BC51 Bulldfng Component 6904 Parka Easl Blvd. Sareryladondstion av flabie hom Truss Plate tnsmule.218 N. Lee Sven, 6ube 312-Alexendda, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J33116-Telese Bldrs.Spendthrift 95 1 1 T17633354 J38116 CO3 ATTIC 6 1 Job Reference (optional) East Coast Truss, Ft. Pierre, FL 34946 4x4 = 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 1808:01:212019 a1a2 3z4 = 3x6 = 3z4 = 3x8MI8SHS = 3x4 = 3x4 = 3x6 II Scale = 1 48.9 I¢ 1-}3 9-70.7 16-1-15 23.1-10 k 26}3 1-e-3 M 4.11-12 &1-9 LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.45 12-13 >645 240 MT20 2441190 TCDL 1&0 Lumber COL 1.33 BC 0.64 Vert(CT) -0.5613-15 >514 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina YES WB 0.65 Hoa(CT) 0.03 11 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Attic -0.41 13-15 245 360 Weight: 1421b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 270OF 2.2E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Ala): 17 2-16,10-11: 2x6 SP No.2 REACTIONS. (lb/size) 16=1644/0-8-0, 11=1394/D-7-0 Max Horz 16=307(LC 7) Max Uplift 16=-621(LC 8). 11=435(LC 8) Max Grav 16=1644(LC 1), 11=1445(LC 15) FORCES. (lb)- Max. Comp./fvtax. Ten. -Aft faces 250(Ib) or less except when shown. TOP CHORD 3-4=-1917/549, 4-5=-1604/573, 7-8=1600/570, 8-9=-1927/553, 9-10=1706/541, 1D-11=1394/442 BOT CHORD 15-16=350/1627, 13-15=264/1683, 12-13=399/1476 WEBS 3-15=-108/372,4-15=0/389,8-13=0/409,9-13=-216/376,5-17=-1640/597, 7-17=16401597, 3-16=-2051/669, 10-12=d53/1580,9-12=657/182 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.OpsY h=20ft; B=45ft; L=26ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 pst) on member(s). 4-5. 7-8, 5-17, 7-17 8) Bottom chord live load (30.0 psq and additional bottom chord dead load (5.0 Pat) applied only to room. 13-15 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10016 uplift at joint(s) except (it -lb) 16=621, 11=435. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Albani PE No.39300 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: July 18,2019 ®WARNING - Verily doslgn parameter and READ NOTES ON THIS AND INCLUDED NNEH REFERENCE PAGE MIIJ<b rev. re/031e15 BEFORE USE. Design valid far use only was Mnels1sconnepon.TNs design Is based a* upanpardmelers arown, and 6 for an Individual budding Component, not a Miss gUem. Same use. the building designer must vedyme apperl6My of design parameters and p apery Nwlpanate Nis design into the awanal bulldingdesign. BradagIndicatedistopleveatbuckingofIndidualWaswebeadlorcliordmembersMY. Additbnallemparyandpmmanembacing MiTek' Is always requ'md for staeiNy and to prevent coeapse with possible personal Injury and p opeM damage. For general guidance regarding Me rabdwtiort storege,delive, erection and bracing ofbusses and Miss systems. see ANSVIPIf Duality Creeds, DS249 and 2=1 Building Component 691 Pane East Blvd. Sar9lylnrormarran available Iran Truss Rae Institute, 218 N. Lee Streit, Suee312, Alexandra, VA22314. Tampa. FL MID Job mas Truss Type Oty Ply J38116-Telese Bldrs:Spendthr8t 95 s s T17633355 J38116 C04 ATTIC 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34M 4x4 = 8.240 s Jun 8 2019 MTek Industnes, Inc. Thu Jul Scale = 1:50.5 3x4 = axe = sea = 3XSM18SHS = Sea = Sea = 3x4 = LOADING (pst) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-UO Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress InYES Code FBC2017rTP12014 CSI. TC 0.89 BC 0.65 NB 0.64 Matrix -AS DEFL. Vert(LL) Vert(CT) HOa(CT) Attic in (too) Well Ud -0,46 12-13 >628 240 -0.5413-15 -536 180 0.04 12 Na n/a -0.41 13-15 243 360 PLATES GRIP MT20 2441190 M18SHS 244/190 Weight: 146 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP 270OF 2.2E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except- JOINTS 1 Brace at Jt(s): 17 2-16,10-12: 2x6 SP No.2 REACTIONS. (lb/size) 16=163310-8-0, 12=1633/0-8-0 Max Hom 16=268(LC 7) Max Uplift 16=617(LC 8), 12=524(1_C 8) FORCES. fib) - Max. Comer Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=1899/540, 4-5=-1585/564, 7$=1584/563, 8-9=1899/542 BOT CHORD 15-16=343/1629, 13.15=252/1667, 12-13=-36911429 WEBS 8-13oO/390,9-13=-121/364,4-15-0/39D, 3-15=-120/364, 5-17=1612/585, 7-17=1612/585,3-16=-2038/661,9-12=2038/605 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Ops1; h=20ft; B=45ft; L=28ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chard live load noncencurrenl with any other live loads. 6) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8. 5-17. 7-17 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psl) applied only to room. 13-15 9) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except dt=1b) 16=617,12=524, 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheelruck be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A Albans PE No.39380 MiTek USA, Ina FL Cart 8834 6904 Parke East Skid. Tampa FL 33610 Date: July 18,2019 ®WARNING. Verify dasignparamerers antl READ NOTES ON THIS AND INCLUDED 611TENREFERENLE PAGE MII-7473 cost. f0/034015 BEFORE USE. Design valid for use salve" MiTek® Canvassers. This design is based only uponparameters shown, and Is for an Individual Wilding c mpownt. vat a We. sy9e rs Before use, the building designer mustvdsdy the applicability of design parameters and property hcomerrate Nis design hM Me overall buildmgdesign. Bracing indicated is to Welding of lndlVdual truss web aMlor Nord members only. AddifimmItempoary.ml,mmset Gating MiTek' prevent Is always required for Stability and to prevent coUspeewah possible personal Injury and pmperty damage. For generel guidance regarding the MhdCa9on, Storage. delivery, medlon and among ofMsms and truss systems. we ANSYIPIf Quality Crwria, DS13a9 and BCSI Building Component 6904 Parke East Blvd. Samiyfn socestion ava0able hem TN59 Plate lndkule, 210 N. Lee SlreeL Sucre 3lg. Alexandria, VA 3231d. Tampa, FL 36610 Job ' miss Truss Type Dry Ply J38116-Telese Bldm.-Spendthrift 95 f T17633356 J38116 COS ATTIC t 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 OS01:23 2019 Page t ID:Fxpu PbTngKYWnbIRONUUpyxCOT-7gKBmhTsIMaDCS_9Ch1-KSV8aYbUcGka9HBvFOuywuVO 1144 18.1-16 548 9-10-7 10-89 1340-0 1 15-0E 1644 Rd-12 21;li 2B-0E SU9 Lv-14 Igz 1-7-10 zas LT-m 7n 4a14 F 609 07-13 u-M2 Style: 1/4`=1' 4x4 = 4x4 = 34 = 3x4 = 3x8MI8SHS = 3x4 = 34 = 3x4 = 3x4 = 9-10-7 18-.1-15 T10. 2-0Q-3-2a2] oE I 88 1�1233M LOADING (pso SPACING. 2-0-0 CSI. DEFL. in (too) gdeft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(L-) -0.44 16-17 >658 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.65 VerUCT) -0.5314-16 >547 180 M18SHS 244/190 BCLL 0.0 Rep Stress Ina YES WB 0.64 Horz(CT) 0.04 13 nla Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Attic -0.39 14-16 256 360 Weight: 146111 FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SO 270OF 2.2E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SO No.3 *Except* JOINTS 1 Brace at Jt(s): 18 2-17,11-13: 2x6 SO No.2 REACTIONS. (Iblsize) 17=1633/0-8-0, 13=1633/0-8-0 Max Harz 17=249(LC 7) Max Uplift 17=617(LC 8), 13=524(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 34=-1895/540,4-5=-1584/564,8-9=-1584/562, 9-10=-1895/542 BOT CHORD 16-17=-343/1621, 14-16=252/1664, 13-14=369/1435 WEBS 3-16=-113/365,4.16=0/389,5-18=1650/578, 18-19=1645/579,8-19=-1650/577, 9-14=0/389, 10-14=-114/365, 3-17=2037/661,10.13=2037/606 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water patting. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed fora 10.0 psf bottom chord live load noncencunent with any other live loads. 7) • 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. 8) Ceiling dead load (5.0 pop on member(s). 4-5, 8-9, 5-18. 18-19. 8-19 9) Bottom chord live load (30.0 list) and additional bottom chord dead load (5.0 pal) applied only to room. 14-16 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=617,13=524. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33910 Data: July 18,2019 ®WARNING-Venry Alrlgn Panal..Is and READ NOTES ON MIS ANDINCLUOEO MITEK REFERENCE PAGEM1474731nv. 10'03/3015 BEFORE USE. valid W use onywM MiTek®...reclma. This design Is based Dory upon parameters slicer, and Is mran individual building component, net Mal'Design atmss system. Before use, me building designer must verirythe appfcabilllgety Wdes parametersand pmpery ined,evete this design iMm oa overall buildm9deslgn. Bma giMic edistomre MWC mg MmdMdual WsswebanworchoNmembemwy, Additional temporary and permanent bracing MiTek' Is swage required for stability mists prevent collapse win possible personal InIW and property damage. For general guidance regaNing me fabriwgon, Storage, delivery, erection and bracing d mosses and truss systems,see ANSWF10ualiry Cdteda,DSBd9end SCSIBullding Component 6904 Parts Fast Blvd. SMerylnlormadsn available ham Truss Fate Institute, 218 N. Lee Street, Suite 31z Alexandra. VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply J38116-Telese Bldrs.Spendthrift 95 s T17633357 J38116 Cm ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce. FL 34946 8.240 s Jun 82019 MTek Industries, Inc. Thu Jul 18 08:01:24 2019 Pagel ID:FxpulPbTngKYwnblRONUUpyxCOT-bluZ 1UU3gi4gbZLmPtZ7lhnl7gRBrlVdpwKywuVP tat-15 li-0 9313 the 4IW i68-91}6B Me 1)�IM Y2-1t-13 2Ba8 S0.9 I a414 6,10210445310 t02 4A14 ~ SU9 1 oar 0a7 Scale =1:49.8 5x8M18SHS = Sx81,118511S = 4.4 H 4.4 II 5 6 7 d u7 10 Id CS 3x4 = ors = 3x4 = 3xBM18SHS = U4 = 34 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2017rTP12014 CSI. TC 0.71 BC 0.65 WB 0.64 Matrix -AS DEFL. Vert(LL) Vert(CT) Hom(CT) Attic in (too) IIdeB L/d -0.33 12-14 a868 240 -0.5012-14 >581 180 0.04 11 We n/a -0.29 12-14 340 360 PLATES MT20 M18SHS Weight: 145111 GRIP 2441190 244/190 FT=0 LUMBER. BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOTCHORD 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3'ExcepP 2-15,9-11: 2x6 SP No.2 REACTIONS. (Ib/size) 15=1633/0-8-0, 11=163310-8.0 Max Hoa 15=211(LC 6) Max Uplift 15=617(LC 8), 11-524(LC 8) FORCES. (lb) -Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3.4=1897/545, 4-5=-1625/576. 5-6=1596/574, 6-7=1625/575, 7-8=-1897/545 BOT CHORD 14-15=340/1602, 12-14=258/1658, 11-12=366/1444 WEBS 3-14=-98/384, 4-14=0/396, 7-12=0/396, 8-12=98/384, 3.15=2032/654, 8-11=2032/600 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.OpsY h=20ft; B=45ft; L=28ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 Pat bottom chord live load noncencumenl with any other live loads. 7) a This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 Pat) on member(s). 4-5, 5S, 6-7 9) Bottom chord live load (30.0 poll) and additional bottom chord dead load (5.0 pal) applied only to room. 12-14 10) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at Joini(s) except @=1b) 15=617,11=524. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A Albani PE No.39380 MiTak USA, Ina FL Cert 6034 69M Parke East Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING - Verify design Paramorers antl READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MII41D rev. I0.VJ12015 BEFORE USE. Design valid for use only win Minek® connectons. This design is based any upon Pammeters shown, and Is Wan Indlvkuel building Component, not a MISS system. Before use, the bwWing designer must verify the epptiCobildy cleanup parameters and pmpedy naemomte this design Into the owned buiMngdesign. Bracing lndiested is to prevent bucking of mdFddual Voss web and/or chord members only. MICtimultemporyandpennancmbexcing MOW is always requ rod for stability and to prevent CoOapse with possible personal INuy, and property damage. Far general guidance regarding the Iabdratlon.g=ge,doMq.emdlonwdbmdngof Uussesawnss"ems,see ANSUFPIIDualiy Cdfoda,DS&9..d BCSIBUIIGln9Component 6904 Parke East Bind. Safayfnformetion available Term Truss Plate InsWute, 218 N Lea Street, Suae312, Alexandra. VA 22314. Tampa, FL 36610 4x8 = 4 22 1x4 II 4x8 = 5 23 6 Stale: 1/4-=1' 3x4 = 3x6 = 1 3x4 = 3x8 = 3x4 = 3x4 = 3x6 = 3x4 18-3 2-P-3 9.0.0 14-0-3 19-0a 26-0.3 28r41328-0-6 r fA3 6-11-13 5-0.3 S0.3 6-11-13 �Y 1$3 Plate Offsets (X Y)— (4:0-5-4 0-2-0I (6:0.5-0 0.2-01 LOADING (psf) SPACING. 2-0.0 CSI. DEFL. in (loc) Vdeff Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.36 Vert(L-) -0.06 13 >999 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.33 BC 0.45 Val(CT) -0.12 14-15 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.44 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 155 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SO No.2 BOTCHORD Rigid telling directly applied. WEBS 2X4 SO No.3 *Except* 2-15,8-10: 2x6 SP No.2 REACTIONS. (lb/size) 15=1550/041-0, 10=1550/0-8-0 Max Hom 15=173(1-C (5) Max Uplift 15=667(LC 8), 10=574(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-1629/643, 4-5=-1675/751, 5-6=1675/751, 6-7=1(529/652 BOTCHORD 14-15=356/1153, 13-14=-369/1377, 11-13=-377/1377, 10.11=-384/1129 WEBS 3-14=83/360, 4.13=183/503, 5-13=493/245, 6-13=183/503, 7-11=-83/360, 3-15=-1685/702, 7.10=-1685/655 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind; ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf h=20ft; B=4511; L=28ft; eave=oft; Cm. II; Exp C; Encl., GCpi=0.18; MW"RS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=lb) 15=667,10=574. 8) This truss design requires that a minimum of 7/16" structural mod sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albert PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING- Verily dwiln paramemrs anEREAO NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-0473 rev. I00312015 BEFORE USE. Design valid for use only well Matra Cormectoms. This design is based only upon pammders shown, and is for an Individual buadbg componed.not my a W99 SYa!¢m B¢tore n9e, bla bWkYlg deSlgn¢rmYSI V¢dythe appGCdbIM of deSgn p32mekr9 and pnlpeM nWnlnrale NI9 de 98ll NIDNa aYBrd buloingdesgn. Bracing indicated is to WUPmg of lndMdual Was web El rdmd members only."ditionalte"oraryandpnmanembraeing MiTek' prevent is always required for stability and to prevent collapse with possible personal Inuryand propeM damage. Forgenemlguidanceregamingthe fabrication. wwage, dobvery,eredion and braking of trusses and truss systems, we ANSUTwl Dually all DSB49 and Bear Building Component 6904 Parke East Blvd. Baforylnformdlon avaaable Wm Truss MdelnM=e,218NLm SWd.Suae312.NexendU,VA22314. Tampa, FL 36610 Job Truss Tess Typo Oty Ply J38116-Telese Bldrs.-Spendthri895 T77633359 J38116 C080 Hip Girder 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 3 W(3 Axis = Rm r 3 ix4 II M 23 24 25 4 26 8.240sJun 82019MITek 3x4 = Axe = 27 5 28 29 30 31 6 Inc. Thu Jul 1808:01:252U19 Scale: 114^ 1' 3x4 = ass I 5x5 = 3x8 = 4x4 = Sx6 = 3x6 II 3x4 3x4 1-8-3 2 7- 114L11 16.8.11 21-06 28.0.3 2 326-Ba 1.fl.3 n•�n 6.11d3 I 4.0.11 I IM-N RM d-11.13 Ob i Plate Offsets(XY)- f3:0-530-2-01 (6:0-5-40-2-0I (10:0-2-80.2-41 (14:0-2-80-2-41 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeg Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TO 0.81 Vert(LL) 0.17 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(CT) -0.2511-13 -999 180 BOLL 0.0 ' Rep Stress Ina NO WE 0.77 Hom(CT) 0.06 9 h/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 151 lb FT=0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Excepl' 2-15,7-9: 2x6 SP No.2 REACTIONS. (lb/size) 15=2090/0-8-0, 9=2090/0-8-0 Max Hom 15=135(LC 6) Max Uplift 15=1201(1_C 8). 9=1108(LC 8) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-4-15 Go purling. BOT CHORD Rigid ceiling directly applied or 4-6-9 Go bracing. FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-2506/1424, 3-4=-3121/1900, 4-5=3121/1900, 5-6=3123/1906, 6-7=-2506/1439 BOT CHORD 13-14=-116412218, 11-13=171613157. 10-11=113212149 WEBS 2-14=-1213/2189, 3-14=-329/213, 3-13=747/1325,4-13=669/454, 5-11=-678/459, 6-11=-749/1329, 6-10=-330/214, 7-1 0=1 21312190, 2-1 5=1 98711179, 7-9=198711131 NOTES. 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf h=20ft; 13=451t; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about 0s center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 10016 uplift at joint(s) except Ot=lb) 15=1201,9=1108. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 318 lb down and 3071b up at 7-0-0, 173 lb down and 160 do up at 9-0-12, 165 he down and 1601b up at 11-0-12. 165 Ib down and 160 Ile up at 13-0-12, 165 fig down and 160 lb up at 14-11-10, 165 lb dawn and 1601b up at 16-11-10, and 1731b down and 1601b up at 1a-11-10, and 31816 down and 307 to up at 21-0-6 on tap chord, and 216 he down and 125 lb up at 7-0-0, 51 Ib down and 18 lb up at 9-0-12, 51 lb down and 18 he up at 11-0-12. 51 lb down and 18 It, up at 13-0-12. 51 he down and 18 lb up at 14-11-10. 51 Its down and 18 lb up at 16-11-10. and 51 Ib dawn and 18 he up at 18-11-10. and 2161b down and 125 lb up at 20-11-10 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). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase-1.33, Plate Increase=1.25 Thomas A Alban! PE No.39390 MiTek USA, Inc. FL Cart 6634 69U Padre East Blvd. Tampa FL 33910 Data: July 18,2019 ®WARNING- Vainly design parameters and READ NOTES ON THIS AND INCLUDED as FEK REFERENCE PAGE MIIJ473 it, 10,'0]R015 BEFORE USE. Design said rot use only with MTek® connedon. This design Is based any upon parameters shown, and Is for an individual Willing component. net a Wss system. Before use, the bulking designer must vent/ me applitsbJEy.1des, parmet. antl property, ncerpadve Vile design Into me overall bulkiingdesgn. Btacng iMicatedie to olndMdual WssweO anNmdoN members ony. bdhbnaltemmmunitedpermaneNbtacng MiTeK prsventWJfng Isaheap nuked for stability and to pmverd coaapse with passible personal Injury and pmpeM damage. Forgenerslguidanoomgardi,gem fabdoeton,Storage, delver,gradion and beeping oftmsses and Wss systems. we Magri qualify Crlfeda, DSB49 andBCSI Building Component 6904 Parke Fast Blvd. Saratylydormafion available ham Tmas Rge InMWe, 218 N. Lea Street, Sude312. Alexandda. VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J38116-Telese Bldrs.-Spendthra 95 a T77633359 J38116 C08G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 a Jun 82019 MTek lndustRes, Inc. Thu Jul 18 08:01:26 2019 Paget ID: FxputPbTngKYwnbIRONUUpyxCOT-XPOJPjVlbHyo3vjkugv147m6bpTAfT2Gbz98w7DywuVN LOAD CASE(S) Standard Uniform Loads (pIQ Vert: 1-3=90, 3-6=90, 6-8=90, 16-19=-20 Concentrated Loads (III) Vert : 3=-144(B) 6=144(1]1) 14=-61(B) 10=61(B) 23=91(S) 25=91(S) 26=9l(B) 27=-91(B) 28=-91(B) 30-91(B) 32=-21(B) 33=-21(B) 34=-21(B) 35=-21(B) 36=21IS) 37=21(13) ®WARMING Verify designparamelen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIAT473rm, 1OV312015 BEFORE USE. earew Design valid Nor use only with MTek®eunnemors. This design Is based any upon parameters shown, and is Nor an indiwdual balding component not my 21, a WSS system Before use, Vine building designer must verifydie applmbiNyof design parameters and dapperly Incorporate MIS desgn into Me overall buldingdeslgn. Bracing Indicated is to prevent buckling W mdMMel Was web andler Nord members any. Addlionaltempararyandpemseembracmg MiTele Is always required for smbilly and to pevem ondapse win possible pemaml injury and property damage. For general guidance regarding the fablication, storage, carve, erection and bra" of Wsses and bass Systems, we ANSUTPH Duality Cdrade, DS849 and BCSl Building Component 69e4 Parka East Bind. Sefetyfnlormarlon avaimblefmm Truss SMelnAiWe.218N.Lea Sheet Bude312. axMdda,VAM14. Tampa, FL MID Job rasa Truss Type Oty Ply J38116-Telese Bidrs-Spendthrift 95 1 T T17633360 J3B116 D01G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 a Jun 8 2019 MiTek 5x8M1aSHS = Sx8M18SHS = lx4 II 3 18 4 19 5 Ire. Thu Jul 18 08:01:28 2019 Pagel 1!-GI M-1 7x16MIaSHS = Special 12s12 =HUS26 HUS26 lox10 = 6xa M1aSHS = 12x12 = 3x8 11 4x8 = Special HUS26 HUS26 HUS26 HUS26 THD28.2 LET ]-3.11 11--, 1ilo's 18-&9 2b11-0 "23.11-3 5-0-] 11-11J I M I 3:;S 1 1-11J I S1J of 1$3 Plate Offsets(XY)- f3:D-5-00-2-0) f5:0-5-80-2-0) [8:0-400-1-15] 19:0-6-00-1-8) ryO:D-",G-63) 112:0.5-00-6-4) f14:0-8-120-3-8) LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Vert(L-) -0.20 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.67 Vert(CT) -0.3710-12 >692 180 M18SHS 244/190 BCLL 0.0 Rep Stress Ina NO WB 0.85 Horz(CT) 0.04 9 Na n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS _ Weight: 354111 FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP 270OF 2.2E'Except' TOP CHORD 3-5: 2x4 SP No.2, 5-8: 2x4 SP No.1 BOT CHORD 2x8 SP DSS BOT CHORD WEBS 2x4 SP No.3 *Except' 1-14,7-9: 2x8 SP DSS, 1-13,7-10: 2x4 SP No.1 REACTIONS. (Ib/size) 9=9417/0-8-0, 14=12381/0-7-0 Max Horz 14=-205(LC 6) Max Uplift 9=-3861(LC 8), 14=-4563(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.2=-14865/5543, 2-3=-14746/5640, 3.4=-14578/5726, 4-5=-14578/5726, 5.6=-14058/5914, 6-7=-14172/5822,7-8=18301779,1-14=-9133/3435 BOT CHORD 13-14=-924/2524, 12-13=4372/11934, 10-12=4504/11596, 9-10=719/1732, 8-9=719/1732 WEBS 2-13=A26/367,3-13=1142/3305,3-12=1724/4241,4-12=-360/275, 5-12=1513/4764, 5-10=-1446/2W, 6.10=-405/332, 1-13=3987/10874,7-9=8253/3443, 7-10=-4419/11033 Structural wood sheathing directly applied or 2-5-3 cc puffins, except end veNc',als. Rigid ceiling directly applied or9-10-1 cc bracing. NOTES- 1) 2-ply truss to be Connected together with 1Od (0.131'50) nails as follows: Top chords Connected as follows: 2x4 - 1 row at 0.7.0 cc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 cc. Webs Connected as follows: 20 - 1 row at 0-9-0 cc, 2x8 - 2 rows staggered at 0-9.0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been Considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about *its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will Tn between the bottom chord and any other members. 10) Bearing at joint(s) 14 Considers parallel to grain value using ANSNTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (jt=11b) 9=3861,14=4563. 12) Use USP HUS26 (With 14-16d nails into Girder 8 6-16d nails Into Truss) or equivalent spaced at 2.0-0 cc max. starting at 4-10.7 Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cut 6634 6904 Padre East Blvd. Tampa FL 33610 Date: July 18,2019 •to 14-10-7 to Connect truss es to back face of bottom chord. ®WARNING- Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 re✓. 1eN34015 BEFORE USE. u'�' Design valid for use only with MTek® connectors. We design Is based any upon parameters shown, and is for an hadiAlual bueding companions, not a truss System. Before use, the building designer must worry the appaazbNy, or design parameters and propeM rd inoaWole this design Into me overall building design. Binding indicated is to prevent buckling of NdMdual truss web miller chord members only. Motional temporary and pearanent brazing +�.a,�+ MiTek' is always requlmd for stability and to prevent atlapse with possible personal injury and property damage. Forgenerelguidanceregardingme fatmoa0on,SITg, deevsry. insider, and among of WSsee and truss sWem;see ANSVTPI1 Quality Comde, DSB49 and SCSI Building Component Sarmylafametlon avaW6la M1em Truss plate institute, 218 N. Lea SIreeL Buse 312 Alexandra, VA 22314. 6904 Parke East BIM. Tampa, FL 36610 Jobs mss Truss Type Qty Ply J38116-Telese Bldrs:Spendthrift 95 } T17633360 J38116 D01G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,240 s Jun 82019 MTek Industries, Inc. Thu Jul 18 08:01:26 2019 Paget ID:Fxpu PbTngKYwnblRQNUUpyxCOT-To84qPX77vCVJDt77FxV9YrQUcBbaUuQTdO35yw VL NOTES- 13) Use USP THD28-2 (With 28-16d nails Into Girder & 16-10d nails into Truss) or equivalent at 16-9-8 from the left end to Connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in Contact with lumber. 15) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 20091b down and 7241to up at 0-10-7. and 2020 lb down and 7221b up at 2-10-7 on bottom chard. The desigrdselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 3-5=90, 5-8=90, 14-15=20 Concentrated Loads (lb) Vert: 12=2021(B) 10=3039(B) 20=-2009(B) 21=2020(6) 22=2020(B) 23=2021(11) 24=-2021(B) 25=2021(13) 26=2021(B) ®WARNING - Verity da,Ivspa.Vwa and READ NOTES ON TMS AND INCLUDED MTEK REFERENCE PAGE M111IJ473re¢ IGAL30f5 BEFORE USE. Deign valid for use 9nywith MTesIDeonneoton. This design is based only upon parameters shown, and Is for an Ind widual building component, not a truss system. Before use. the building designer must yedfydle applicability of deign paremerers and Property Incomdrete this deign intothe overall buildirgdeslgn. Bracing indicated is to prevent butuding ofIndividual"as web andfor chard members only. Addhbnaltempoaryandpmmanentbrning ss � M)Tek* Is always required for stability and to prevem collapse wish possible personal lnluryand property damage. ForgenamIguidanceregardigthe fabrication, storage, detrery, erection and trading dftrusses and truss syiems, see ANSMIf Dually Cr da, DSB�89 and BOSI Building Component 69011 Parke East Blvd. Seleylnformaflon ava0abletom Truss Plate Instbvta,210N. Lea StmA.S0e312,AIwmdda,VA22314. Tampa,%36610 TmssTrussType Oty Ply J38116-TeleseBldrs.-Spendthrift95T77633 rJ3"8�1 61 16 D02 Hip 1 1 Job Reference (optional) test,00asl truss, bL rierce, rL d4e40 4,6 = 3 6.00 12 6.2405Jun 62019MiTek Industries, Inc. Thu Jul 1808.01:292019 Pagel ID: FxpulPbTngKYwnbIRONUUpyxCOT-x iSl"dtCKMwNSJZ SkimOhHOX3 VS1f7MabY uVK 12-103 17-5-14 215-13 258-6 4-7-11 4-7-11 3x4 = gas OCT 10 2919 19 4 20 5 Permitting Department Lucie County, FL 3x8 6 7 d 12 11 10 9 eB 3x4 = 2x4 I 4x8 = 3x4 - 4.8 = 2.4 H 3x4 = b 1-a-3 QtT6 625 9-36 8-25 % LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vde8 Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.12 9.11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.65 Vert(CT) -0.27 9-11 >952 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.42 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 133 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except* 2-12,6-8: 2x6 SP No.2 REACTIONS. (Ib/size) 12=1421/D-8-0,8=142110-8-0 Max Horz 12=154(LC 7) Max Uplift 12=619(1_C 8). 8=525(1_C 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (Ib) - Max. Comp./Max. Ten. - All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=1516/552, 3-0=-1243/563, 4-5=12431573, 5.6=-1516/561 BOT CHORD 11-12=-140/253, 9-11=43111452 WEBS 2-11=-353/1179,4-11=389/162,4-9=389/162,6-9=-323/1179,2-12=-1349/626, 6-8=-1349/577 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondin9. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1001b uplift at joints) except (jt=lb) 12=619, 8=525. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. REVIEWED FOR CODE COMPLIANCE ST. LUCIE��ooCOUNTY BOCC Thomas A Albani PE 1109380 MiTek USA, Inc. FL Cert 6634 9904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verify design parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PACE MX7473 rev. 1N034015 BEFORE USE. ! Design valid Kruse only wllh NTekde connectors. This design is based only upon parameters shown, and is for an ladlddual busting component, not G a Wss system. Before use, One building designer must vedryme appGabiliy of design parameters and properly incorporate Nis design Income overall f�- building design. Bracing indicated is to prevent Waiting d hdiNdual Wsswebandwcbodmembemonty. AAditionaltemporaryendpeemanembrom, MiTek- isatWays required for slabilky and to prevent collapse wdh possible personal injuryand propeMdamage. Forgm0nalguldanceregardingme fabdoaecn. storage. delivery, eregion and badig ofbusses and truss Weems. see ANSYTRhl Quality creeds, D3049 and BCS1 Building Component 5904 Parke East Bled. Saferyinformation evadable Gom Tmss Plate Insl e.218 N. Lee &me.. Suge 312, Nl ndrla, VA22314. Tampa. FL 36610 Job was Tluss Type Qty Piy J30716-Telese Bldrs:Spendthnft 95 Ti]633362 J38116 D03 Hip 1 1 Job Reference (optional) test Coast Inks, tt Flares, 1-1-349415 8.240 a Jun 82019 MITek Industries, Inc. Thu Jul 160501:292019 Paget Scale =1:43a 4x8 = 1x4 I 4x8 00 AT 3 20 4 21 5 2 USG:>t 3x8 Q 6 13 12 3x4 = 2x4 II 3x4 = 7 10 9 •j 8 3x8 = 3x4 — 3x4 = 2.4 II 3x4 = I IV 21 6-243 I 12-105 198-14 23.8.3 24A.3 25-66 (6 Plate Offsets (X Y)— 13:0-5-0 0-2-01 15:D-5-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeff L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.08 11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC OA3 Vert(CT) -0.16 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES W3 OAS HOR(CT) 0.02 8 We n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 130 lb FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'ExcepC 2-13,6-8: 2x6 SP No.2 REACTIONS. (lb/size) 13=1421/0-8-0, 8=142110-8-0 Max Harz 13=117(LC 7) Max Uplift 13=-619(LC 8), 8=525(11LC 8) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1443/530, 3-4=-20061829, 4-5=2006/829, 5.6=1443/548 BOTCHORD 11-12=-347/1207,9-11=357/1207 WEBS 2-13=-1332/584,2-12=-460/1337, 3-12=251/162, 3-11=346/944,4-11=-671/344, 511=327/944,5-9=251/159, 6-9=-447/1337, 6-8=-1332/536 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=3.Opsf, h=2oft; 8=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) ofimss to bearing plate capable ofwhhstandin91001b uplift at joint(s) except gt=lb) 13=619,8=525. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and V2" gypsum sheetrock be applied directly to the bottom chord. Thomas A- Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 OaID: July 18,2019 ®WARNING - Veiity Oes9np.imu rs antl READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIP7473 rav 10,034%5 BEFORE USE. Design valid for use only win MRek®wnnecton. This design Is based only upon parameters shown, and is for an individual WOEing component, net a truss system Before use, the bulking designer must verify the applicability of design parameters and properly incorporate this design Into me overall buikingdesign. BmchgiMicaledistopreventWMkgofmdiNduai WsswebanNarchadmembenony. Addnionaltemporaryandpemlanentbracing MiTek' baMw requbed(ratabiliyandtopn:ventwnapwwMpossiblepermnatinjugmdpmpenydamage. ForgermalgmdanceregaNmgthe fabnaaon.#enge.denvery,eredionwdbma gofbussesdMtresssyslems.see ANSVTPI1 deadly Lrlhna, DSa4I9 and SCSI Building Component 6904 Parke East Blvd. SaArryinformarce available from Tmss Piste )n9dme.218 N. Lee B1me,, Suite 312. Alexandria, VA22314. Tampa, FL 35610 ss Type Cry Ply J38116-Telese Bidrs: Spendthrift 95 PJ381�16� �Di�Rm,,f T17633363 Spedal Ginter 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 1808.01:31 2019 Page 1 ID:FxputPbTngKYwnblRQNUUpy%COT-uNpCS02tPga4AgbhgNVCnBT1ggCJBLTK6RrggQ".VI 1b 14 2t 0.2b 86.a 1088 1 12.914 L -2 21-i14 23&3 2586 1 zaa I 2-2-5 1 asd 1 2aa O-1�i„ z�l 4a4 I 4+12 za-s 2na 0.1-11 Scale = 146.2 i; 4x4 = Axis = 10 'n Ie5 d 3x4 = 34 It 3x4 = 3x4 = 3xB = 1.4 11 4,4 = Axis = 3x4 = 2.4 II 3x4 = 0.At4 iv 2Aa 42b a6a 1069 106a 12- nn.z 21-514 z333 z na zs8fi 1,a4 ow-o z-zs 1 Sao zaa a11-11 4y4 I 441z z=zs 4 i h oa-n 4 Plate Offsets (X,Y)- 13:0-5-40-2-01 16:0.5-40.2-01 f8:0S-4 0-2-01 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg L/d PLATES GRIP TCLL 3D.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.17 15 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(CT) -0.2613-15 >999 180 BCLL 0.0 Rep Stress Ina NO VVB 0.64 Horz(CT) 0.05 11 n/a rho BCDL 10.0 Code FBC2017rfP12014 Matnx-MS Weight: 1391b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except' 2-19,9-11: 2x6 SP No.2 REACTIONS. (Ib/size) 19=1348/0-8-0, 11=1257/0-8-0 Max Ho¢ 19=118(LC 7) Max Uplift 19=-962(LC 8), 11=-815(LC 5) Max Grav 19=1631(LC 39). 11=1536(LC 38) BRACING. TOP CHORD Structural wood sheathing directly applied or 3.2-0Go purlins. BOT CHORD Rigid ceiling directly applied or 44-10 oc bracing. FORCES- (lb) -Max. Comp./Max. Ten. -All forces 250(I1t) or less except when shown. TOP CHORD 2-3=1454/804, 3-4=-2829/1607, 4-5=2689/1564, 5-6=2688/1563, 6-7=2827/1562, 7-8=2827/1562, 8-9=1345/744 BOT CHORD 17-18=-669/1295, 16-17=1561/2938, 15-16=1821/3419, 13-15=1819/3422, 12-13=-589/1136 WEBS 2-19=1547/893, 2-18=838/1524, 3-18=541/303, 3-17=1020/1838, 4-17=854/535, 4-16=733/384, 6-16=-1488/776, 6-13=657/425,7-13=445/274, 8-13=-1029/1932, 8-12=580/302, 9-12=-771/1407, 9-11=1453/783, 5-16=966/1824 NOTES- 1) Unbalanced mot live loads have been Considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf BCDL=3.Opsf; h=20ft; B=45ft; L=26ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grid DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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 1001b uplift at joint(s) except (jt=lb) 19=962,11=815. 8) Hanger(s) Or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 210 lb down and 2901la up at 4-2-8, 5801b dawn antl 496 Ib up at 10.8-3, 110 Ib down and 551b up at 17-1-2, 1071b down and 501b up at 18-7-5, and 104Ib down and 51 Ib up at 20-7-5, and 112 lb down and 290 lb up at 21-5-14 on top chord, and 147 Ib down and 215 lb up at 4.2-8, 154 lb down and 113 Ib up at 106-8, 113 lb down and 122 lb up at 10-9-14. B211a down and 51 Ib up at 17-1-2, 17 lb down and 49 lb up at 18-7-5, and 171la down and 49 Ib up at 20-7-5. and 65 to down and 236 lb up at 21-&14 on bottom chord. The design/selection of such Connection devices) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Thom. A. Albani PE No.39380 MiTek USA, Inc. FL Cert e634 69M Parke East Blvd. Tampa FL 311110 Date: July 18,2019 &WARNING - Amry tlesign parameters andREAD NOTES ON THIS AND INCLUDED MITER REFERENCEPAGE AIIF7473 rev. 10ION2015 BEFORE USE. Design valid her use onywilh MTek® connectors. This design Is based Only upon parameters Shawn, End is foran Individual Wading component, not HT 11 a Ones evident. Before use, the building deegnermusl vedythe applicability ordeslgn parameters and propeM moomorate Nu design Into Me Overall bwkerideslgn. Bracing Indicated is to prevent bacidng of individual Ones web andbr chord members only. Additonaltemporaryandpearmenlbracing MiTek is always required far stabitiy and to prawn m0apse with possible personal may and property damage. For general guidanceregarding the fabrication. storage, derwery,eregion and beading cftesses and truss systems,see ANSUTPHqualify Cuban., D58419 and Best Building Componerd 6904 Rafe East BIM. Sate ithdaw mafian avaaable from Tnes Plate Institute, 218 N. Lee Street, SURe 312, Alexandria, VA22314. Tampa. FL 36610 Job Truss Truss Type 0ty Ply J38116-Telese Bldrs:8pendthrift 95 T17633363 J38116 D04G Roof Special Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MITek Industries, Inc. Thu Jul 1808:01:31 2019 Page 2 ID:FxputPbTngKVwnblRONUUpyxCOT-uNpCSOZtPga4AgbhgNVCnBT1ggCJ8LTK6RrggQy VI LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Incraase=1.25 Uniform Loads (plp Vert: 1J=90, 3-4=90, 4-5=90, 56=90, 68=90, 8-10=-90, 20-23=20 Concentrated Loads (Ib) Vert: 3=125(F)5=257(F)8=125(F) 18=64(F) 16=70(F) 13=-61(F) 12=125(F) 31=24(F) 32=24(F) ®WARNING Verily deslgnpararnelers and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE 1111I-7473rev. 10/03f1015 BEFORE USE. weewee Design Valid Or use any with MTeMommactem. This design is based only uponparameters shown, and is for an individual butting component. not IN a Was system. Before use, the bslding designer must ve4fy the applicability, ufdesgn incommode Parameters and property Nis dinto me avers; buildmgdesign. Bracing indicated is to prevent burbling oflndiAdualtmss web andror Nord members only. Additional temporary and permanerM1 bating NOW is always required for stabTM and to prevent collapse was possible personal Injur and property damage. For general guidance regarding tie fabdcx8on. stomye,defive, erection andbrecingof Vusses mMtmsi"ems.see ANSMIlQuaiity Comda,DS689and BCSIBUIldMg Component 6904 Parke East Blvd. Salatyinforma6on ava0ble Dom Tmss Plate Inst e,218N.Lee9beet Sue312.RmndO.VA22314. Tampa, FL 36610 Jab Truss Tmss Type Qty Ply J38116-Telese Bldrs:Spendthrift95 T77633364 J38116 E01 COMMON 3 1 Job Reference (optional) I was, Vt. Place, FL 34945 8,240 a Jun 52019 MITek Industries, Inc. Thu Jul 18 05:01:32 2019 Pagel ID:Fxpu PbTngKYWnbIRQNUUpyxCOT-MZNbfmaVA7ixngAuE40RJO016DZsts_UL5bECtywuVH -1-9-3 2-1-0 6-01-0 11-90 13-10-0 11 7J 1-93 I 2-1-0 I 4-10-0 I 4-10, 2-10I 1-9-3 5x5 = 2x4 It 3x10 = SAO = 2x4 II 1-9-0 211-0 11-9-0 1�1A 13-10-0 1-9-0 0 Q.fM n ti.— Scale=1:39.7 Plate Offsets (X,Y)— 12:G-G-12,0-2-01 16:0-0-12.0-2-0) LOADING last) SPACING. 2-0-0 CSI. DEFL. In (too) Well Ud PLATES GRIP TCLL 30.0 Plate Gnp DOL 1.25 TC 0.17 Vert(L-) 0.30 9-10 >385 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(CT) -0.31 9-10 >373 180 BCLL 0.0 Rep Stress Ina YES WB 0.44 HOr2(CT) -0.00 9 n/a Na BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 125111 FT=0% LUMBER. TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 4-9,4-10,2-10,6-9: 2x4 SP No.3 REACTIONS. (lb/size) 10=924/0-8-0, 9524/04e-0 Max Ho¢ 10=344(LC 7) Max Uplift 10=717(LC 8).9=627(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=.388/140, 5-9=345/163, 4-10=39D/141, 3-10=-345/164 BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; parch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-G-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 1001b uplift at joints) except (j1=1b) 10=717,9=627. 7) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheelrock be applied directly to the bottom chord. Thomas h Mari PE N..33380 MITek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Bate: July 18,2019 ® WARNING -Verltyassign Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIN473rei, 1NW/2015 BEFORE USE. Design valid for use any wO MTeMconnectors. This design is based only upon pammeters shown, and is for an IMivldual building component M �■ p` a truss system. Before use, the building designer must verity the applicability of design parameters and properly Nculpnrsfe Nis design into the ow:rel bbldingdesgn. Bracing indicated is to prevent buWNg of Individual truss web andror chord members only. Motional temporary and permanent nosing MITek' is always required for stability and to prevent eolapsewlh possible personal inluryand p speny damage. Forgeneral guidamA regaining Ne fabriration, stamgade4very. erection and among oftrusses and truss systems, We ANSUTPI1 quality Crfteda, DS"9 and SCSI Balfour, Component 6904 Parke East Owl. Safetylnfonnadon available fmm Tmss Plate Institute, 216 N. Lee Street Sale 312, Alexandra, VA 22314. Tampa, FL MID Job cuss Tess Type Oty Ply J38116-Telese Bldrs:Spendthrift95 T17633365 J38116 E02 COMMON i 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 a Jun 82019 MiTek Industries, Inc. Thu Jul 1808:01:332019 Page ID:FxpulPbTngKYwnbIRONUUpyxCOT-gmxzt6a8xRgoP 1400XgscZTsdubcL4dalK umuVG -1-98 2-1-t 6-11-1 11-9-0 13.10-0 15.74i r 1-9-3 2-1-1 I 4-9-15 I 4-10-0 2-1-0 J." 5x5 = 2x4 II 3,10 = 3xio = 2x4 II it-9-0 113-0-8 t11_ 0 i-0 0.9 139 4-9-15 4-10-0 1-38 0.9J3 Scale =1:397 Plate Offsets (X Y)- (2:0-0 12 0.2-0j f6:0.0.12 0-2-0) LOADING (pad) SPACING. 2-0.0 CSI. DEFL. in floc) VdeO L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.16 10.11 -900 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.68 Ven(CT) -0.31 10-11 >467 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.25 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 125 lb FT=0% LUMBER. TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 2-11,6-10,4-11,4-10: 2x4 SP No.3 REACTIONS. (lb/size) 13=968/1-1-0, 8=968/1-1-0, 12=-44/0.3E, 9=43/0-M Max Hom 13=-344(LC 6) Max Uplift 13=281(LC 8), 8=281(1_13 8), 12=316(LC 12). 9=-316(LC 12) Max Grav 13=1048(LC 2), 8=1047(LC 2) FORCES. (III) -Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=501/215, 3-4=559/300, 4-5=562/300, 5-6=-508/215, 2-13=1036/372, 6-8=-10361372 BOTCHORD 12-13=-308/258, 11-12=-308/258, 10.11=-87/486 WEBS 2-11=40/741, 6-10=-401741, 3-11=287/143, 5.10=287/143 BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=2411; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonwnwrrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=281,8=281,12=316,9=316. 7) This truss design requires that a minimum o17116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart e634 6904 Parka Fast Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING -Verity d-ign paame(ers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M14473 rev. 10/03/301S BEFORE USE. Design valid for use only arm Miele® connectors. This design is based only upon parameters shown, and Is for an individual building camponent, not HT 11' a buss system. Before use, the building designer must verily the applicability of design parameters and pmpedy som xmill Nis design into the overall buildingdesign. Braviig indicated is to budding of indirldualbuss web aMlorchard members only. AddronaltemporaryaMpemanembraung MiTOW prevent Is l ways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me recreation, storage. delivery, erection and bmdng ofbusses and buss systems. we ANSVTP11 Quality Cdteda, DEB89 and SCSI Building Component 69o4 Partx East BIM. Safetyinhmarstion available tram Tmss Plate InsMNe.218 N. Lee Street. sure 312. Alexandra, VA22314. Tampa, K 36510 Job Truss Truss Type Qly Ply J38116-Te1ese Bldrs.Sperdthmt95 T17633366 J38116 E03GE COMMON SUPPORTED GAB 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 08:01:34 2019 Pagel ID.FxputPbTngKy bIRONUUpyxCOT-IyVL4Sbmilyfl8KGMV2vOp5eX1 K5LgKmoP4LHIyeAVF -1.93 6-11-0 13-70-0 1673 r 1-9-3 1 6-11.0 6-11-0 1 1-9-3 5X5 = 20 19 18 17 16 15 14 13 12 3X6 II 1.4 II 1.4 II 1.4 II 1.4 II 1.4 II 1X4 II US II Scale=1.41.6 1X4 II 13.10-0 13-10-0 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Vital Lid PLATES GRIP TCLL 30.0 Plate Grip COL 1.25 TC 0.17 Vert(LL) -OD1 11 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.28 Vert(CT) -0.02 11 Fir 120 BCLL 0.0 ' Rep Stress Ina YES NB 0.13 Hom(CT) -0.00 12 ma file BCDL 10.0 Code FBC2017frP12014 Matrix-R Weight: 12116 FT=0 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 i REACTIONS. All bearings 13-10-0. (lb) - Max Horz 20=344(11C 6) MaxUplift All uplift 100111 or less at joint(s) 17, 18, 15. 14 except 20=-461(LC 4), 12=-044(LC 5), 19=424(LC 7), 13=396(LC 6) Max Grav All reactions 250111 or less at joints) 16, 17, 18, 15, 14 except 20=591(LC 14), 12=567(LC 13), 19=525(LC 6), 13=497(LC 7) FORCES. (Ib) -Max. Comp./Man. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-406/424, 45=-54/268, 5-6=40/323, 6-7=34/323, 7-8=46/268, 10-12=-393/424 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0.0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live lead nonconcurrent with any other live loads. 9) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) 17, 18, 15, 14 except Qt=lb) 20=461, 12=444, 19= I24, 13=396. Thomas A Alban! PE No.39380 MiTek USA, Ind. FL Cart 8634 6904 Parke East Blvd. Tampa FL 32610 Bate: July 18,2019 AWARNING -Ven/y design paramerens and READ NOTES ON THIS AND INCLUDED MIT£K REFERENCE PAGE 011-7473 rev. 1NO3/2015 BEFORE USE. Design valid for use any with MiraR® conneotars. This design Is based ony upon parameters shown, and Is for an individual building cumponem, not my a truss system. Before use, the building designer must verify the appileabilgy of design parameters and property incorporate this design Into the owm[i buildingdesign. Bacingindicatedbtopmwntbuckla9 ofmmvl0ual truss web andlorchord members only. Additional temporary and permanent bracing MiTek' is stains raquhedfor stabildy and to prevent collapse wM possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery, emoion and bracing oftrusses ago buss systems. see ANSOWII Duality Cdteda, DSB4t9 and BCSI Building Component 6904 Parke East BIW. SarerylnformMlon avagebleftom Tmss Platelnnaute,218N.Lea Street Sude3ld Alexandda,VA=314. Tampa, FL 36610 Truss Truss Type City Ply J38116-Telese Bldrs:Spendthrift 95T17633367 F1b 16 F01G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 8 2019 MTek Industries, Inc. Thu Jul IS 08:01:35 2019 Page 1 Tat RONUUpyxCOT-m83jlocOT24WelvTvDZ8xl epTRed4Fgw13pupBywuVE Special 48 = Special Special 4x4 = B and 2 9 3 2x4 II SUH24 SUH24 2x4 II Special Special Scale=120.8 Plate Offsets (X,Y)— [2:0-5-0,0-2-0) LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 6-7 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.38 Vert(CT) -0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 HOR(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 54 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-8,4-5: 2x6 SP No.2 REACTIONS. (lb/size) 8=972/0.7-0, 5=980/0-7-0 Max Horz 8=133(LC 7) Max Uplift 8=394(LC 8), 5=395(LC 8) Max Grav 8=1035(LC 36). 5=1038(LC 37) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 1-2=986/430, 2-3=855/421, 34=993/433, 1-8=830/367, 4-5=834/370 BOTCHORD 6-7=-372/887 WEBS 1-7=-344/822, 4-6=364/833 Structural wood sheathing directly applied or 5-10-0 oc puffins, except end verticals. Rigid ceiling directly applied or 9.8-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.0psf, h=20ft; B=45ft; L=24ft; eave=oft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and night exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 241-0 wide will fit between the bottom chard 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 Qt=lb) 8=394,5=395. 8) Use USP SUH24 (With 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-D-0 oc max. starting at 0-11-9 from the left end to 8-2-7 to connect truss(es) to back face of bottom chord. 9) Fill all nail hales where hanger is in Contact with lumber. 10) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated load(s) 235 lb down and 2231le up at 3-1-8. and 122 Ib down and 81 lb up at 5-2-4, and 2351b down and 223 lb up at 6-0-8 on top chord, and 241b down and 161b up at 5-2-4, and 86 lb doom and 253 lb up at 5.11-12 on bottom chord. The tlesign/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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Inaease=1.25 Thomas A Albani PE No.39380 MiTak USA, Inc. FL Cart 6634 9904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ,&WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-0473 rev. 10.0MOIS BEFORE USE. Design valid far use only wet MTek® convenors. This design Is based only upon parameters Mown, and Is for an iNlMdual OUJdmg component not a tmss system. Berate use, the bu dirg designer must verify the applirabilily of design parameters and properly incorporate Nis design Into the overall buildingdesign. Bracing Indicated is to prevent buckling 0 mdiNdual Muss web andforcLord members ony. Additional temporary and permanent bracing MiTek' is always required for slabilay and to preuem collapse wM possible personal injury and property damage. Forgeneralguidanoeregardingthe fabncadon, storage, delivery. small and braving mousses and less systems.see ANSPIPH Duality Crdeda, DSB49 and SCSI Building Component 6904 Parka East Blvd. SMiryfnformadon available Mom Tmss Plate Ins te,219N.toe&ma Style31d Alexandra,VAM14. Tampa, FL 36610 Job Truss Truss Type City Ply J38116-Telese Bldrs.Spendthrift95 T1763336] J38116 F01G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MTek Industries, Inc. Thu Jul 1808:01:352019 Paget ID:Fxpu PbTngKYwnblRQNUUpyxCOT+ 83jlocOT24WelvTVDZ8xlepTRed4Fgw13pupBywuVE LOAD CASE(S) Standard Unifonn Loads (plf) Vert: 1-2=90, 2-3=90, 3-4=90, 5-8=20 Concentrated Loads (lb) Vert: 2=39(F) 3=39(F) 6=119(F) 10=264(11) 11=-142(F=119, B=-261) 12=-261(B) 14=261(B) 15=-264(B) ®WARNING -Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 . 10,0312015 BEFORE USE. Design valid ferule pnywM Mdea conneatars. This design Is based only upon parameters shown, antl is far an Individual bW Gng component net a muss system. Before use, Me building designer must warty the appGobility of design parameters and properly inoidoca a this design into the cVSSl buidingdeslgn. Breathe inErcated is to prevent Welding ofindandualtmss web antler Mod members only. Additional temporary and pormanerd bracing MiTeW is always required for stabilty and to prevent aslapse with possible personal Injury and property damage. Forgeneml gukanae regadirg the fabrication, Storage. delivery, erection and bmdng ofousees and muss systems. see ANSU 11 Quaky Broach, DSB�89 and SCSI Building Component 6904 Parke East Blvd. Sahylnfondalion avflablemam Truss PiMelnstbute,210N.Lae Bmeet,5utle312,AlexandM,VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J38116-Telese Bldrs: Spentlthrift 95 T17633368 331116 MV2 Valley 5 1 Job Reference (optional) test coast Tmss, Ft. Pierce, IF 3 iJ4b ZIA i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.07 TCDL 15.0 Lumber DOL 1.33 BC 0.03 BCLL 0.0 ' Rep Stress Incr YES VvB 0.00 BCDL 10.0 Code FBC2017fTP12014 Mal LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=76/2-0-0, 2=62/2-0-0.3=14/2-0-0 Max Hoe 1=39(LC 8) Max Uplift 1=18(LC 8), 2=42(LC 8) Max Grav 1=76(LC 1), 2=62(LC 13), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown 6.241) 5 Jun 82U19 MITek lndustnes. Inc. I hu Jul 1808:01:W 2U19 Pad91 Scale = 1:78 N 3 DEFL. in (loc) VdeD L/d PLATES GRIP Vert(LL) n/a - Na 999 MT20 244/190 Vert(CT) n/a - Na 999 Horz(CT) -0.00 2 We n/a Weight 5lb FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;.end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joints) 2 considers parallel to grain value using ANSlrrPI I angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2. Thomas A Albani PE Ng.39380 MITek USA, Inc. FL Car 6634 6904 Parke East Blvd. Tampa FL 33910 Oats: July 18,2019 &WARNING - V,611 design paramelers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGEMII-7473 rev. f0/03/1015 BEFORE USE. Design valid foruse only with Mrekde cannettors. This design is based only uponpammelers shown, and is for an iMiAdual building component, net a"u syrtem. Before use, me building designermusl veryme applicability of desgn parameters and pmpety IommorMe Nis deSlgn tr Othe OWMII buildingdesign. Bracing indicated is to prevent buckling ofindwidualinew web serer choal members only. Mothers] temporary and permanent bracing MiTelc 6 always required for stability and to prevent collapse with possible personal injury and property damage. Forgene al guidance regandrig the fabdmGon,stomge,dolWryereciionmdbmdngof"sus and "ss systemssea ANSI?Plf Quality Criteria, OSB39 and BCSl Building Component 6904 Parke East atrd. Sa sig,hulnrmafion available fmm Tmss Plate Institute. 218 N. Lee S1reH, Suite ]10, Alexantlna, VA12314. Tampa, FL 36610 Jab mas Truss Type Day Ply 138116-Telese Bidrs.-Spendthrift 95 T17633369 J38116 MV2A Valley 2 1 Job Reference (optional) East Coast Truss, FL Pieme, FL 34946 2x4 i 8.240 s Jun 52019 MITex Industries, Inca Thu Jul 18 08:01:36 2019 Page 1 2.4 II 2 3 Style=1:8.3 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) I/dell Lid PLATES GRIP TCLL 30.0 Plate Grip COL 1.25 TC 0.07 Vert(LL) Na - Na 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.04 Vert(CT) GIG - Na 999 BCLL 0.0 ' Rep Stress Ina YES WR 0.00 Hoa CT) -0.00 3 We Na BCDL 10.0 Code FBC2017/TPI2014 Maubr-P Weight: 7Is FT=0% LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP NIBS REACTIONS. (III/Size) 1=79/2-2-8, 3=792.2-8 MaxHorz 1=52(LC5) Max Uplift 1=-28(LC 8), 3=31(LC 5) Max Grav 1=79(LC 1).3=82(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord hearing. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencuiTent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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) 1, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MpEK REFERENCE PAGE M147473 rev. 101034015 BEFORE USE. Design valid far use any with MiTek® connectors. This design Is based only upon parameters shown, and is far an individual Wading component, not e imss system. Before use, the builtling deigner must verify me apPlicabiNy01tle9gn parameters and properly incoryorate mis design into the overall bulldingdesign. Bracing indicated is to prevent beating oflndhidualtruss web andlar Nord members only. AddtlionaltempararyaMpermanerdbrcing MiTeK is always repaired for stability and to preveN careless wdtt possible personal ihuryand property damage. ForgeneN,lquAtmcempxdin9Ne fabrication, stomge,detivery, emotion and bracitg afbusses and buss systems, see ANSgrRI Quality Create, OSS49 antl SCSI Building Component 6904 Parka East Blwl. SafeylnlormaOon available Sam Truss Plate Inffiute. 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL sell Job Truss Truss Type Oty Ply J38116-Te1ese Bldrs:SpendNriR95 T77633370 J38116 MV2B VALLEY 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 a Jun 82019 MTek Industries, Inc. Thu Jul 18 08.01:39 2019 Page ID:FxputPbTngKYvmblRONUUpyxCOT-NIE79 XHby7vCE82e45tpTX24706VW0ygn6yzyw VA -1-&3 1-9-8 r 1-13 1-9-8 2x4 II 3 2x4 II 2x4 II Scale=1:14.1 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (roc) Vde0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 1 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(CT) -0.00 1 rdr 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matnx-R Weight: 16111 FT=0% LUMBER. BRACING. TOP CHORD 2x6 SP No.2 TOP CHORD Structural mod sheathing directly applied or 1-9-8 oc purtins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=385/1-9-8, 4=39/1-9-8 Max Horz 5=187(LC 7) Max Uplift 5=-285(LC 8), 4=80(1_C 14) Max Grev 5=385(LC 1), 4=81(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-362/295 NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsh h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Cantilever left and night exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 Ib uplift at joint(s) 4 except Gt=1b) 5=285. Thomas A. Albani PE Nu.39380 MiTek USA, Inc. FL Cart 6634 6904 Panne East Blvd. Tampa FL 33610 Date: July 18,2019 WARNING-Verrry tlesign Parameters anCREADNOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE Mll-I473,ev. Wora0156EFORE USE. Design valid for use onlywM MReMoonnecora. This coup is based only upon parameters shown, and is for an indivicav bantling component, mat a truss system. Before use. Me building designer more verify the applicability of devgn parameters and property mcmporAe Nis design intothe overall buildingtlesign. Bracing Indicated Is to prevent buckling ofindmdualtruss web andar Mond members ony. Asoinxialtemporaryandpermanembradng MiTeK is always regmred for Astray and to prevent collapse wfth passible personal inluryand property damage. Forgaromiguidanceregachythe fabdmbon,momge,delivery,emdbnwdbmdng MtmssesarW sssyMems.see ANSM11 Duality CMeda, DSB49 and SCSI auffdfng Component 6904 Parke East Owl. Sayey/nymmation avalable from Truss Plate lndhme, 218 N Lee Simi Suite 312. Alexandria, VA22314. Tampa. FL 35610 Job toss Truss Type Dty Ply J38116-Telese Bldrs:SpendthrA95 T1]6333]1 J38116 MV2C Valley 2 1 Job Reference (optional) 2x4 it.a rage I 10:FxputPbTngKYWnblRONUUpyxCOT-76scLVgXlbjol3n0imgJe4LgCSR31ZmfBKXfUPywuV9 2x4 II 3 LOADING (pat) SPACING- 2-09 CS'. DEFL. in (loc) 1/detl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - Na 999 TCDL 15.0 Lumber DOL 1.33 BC 0.05 Vert(CT) We - Na 999 BCLL 0.0 ' Rep Stress Incr YES INS 0.00 HOrz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017rTP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=91/1-9-8, 3=91l1-9-8 Max Hoe 1=60(LC 5) Max Uplift 1=32(LC 8), 3=-36(LC 5) Max Grad 1=91(LC 1), 3=93(LC 13) r FORCES. fib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale =1:8.9 PLATES GRIP MT20 2441190 Weight: 7lb FT=0% Structural wood sheathing directly applied or 1-9-8 oc purling, except end verticals. Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0ps(; BCDL=3.Opsf h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (I irectional); cantilever left and right exposed ; end vertical left and right exposetl: Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 1, 3. Thomas A Albani PE No.39300 MiTek USA, Inc. FL Cart 6634 6906 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING-Vadordesignparamelers antl READNOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MI1-74I3 ne IAV2au15eEFOREUSE Design valid for use only with MTeld)connectors. This design is based only upon parameters shown, and is for an mo i,adual W oUng Component, not �� a miss system Before use, the building designer must wny the applicability of design parameters and properly incolpar ce this design Into the overall builtlingdeago. Bracing indicated is to prevent buckling of individual truss web avdar Nam members only. Admeonallemianaryandpermanembozing MiTek' is always reweed for stability and to prevent collapse with possible personal Injury and property damage. ForgenemiguldancesegaNugme fabncabon,Monte. delivery erection and leading oftnones and totes 'ems,see ANSI?plf Quality Canada. DS649 and 8CS1 Building Component 6904 Pales East Blvd. Sa/eylnrormation avagablefrom Truss Rate instude, 216 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36510 Job Tress Truss Type Qty Ply J38116-Telese Bldrs.-Spendthrift95 T17633372 J38116 MV4 Valley 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MITek Industries, Inc. Thu Jul 1808:01-402019 Pagel ID:FxputPbTngKYW nblRQNUUpyxCOT-76scLVg%Ibjol3nQim9Je4Lb6SOblZmfBKxfUPywuV9 4-" 4 LO 2x4 i 2x4 II Scale=1:12.8 LOADING last) SPACING- 2-0-0 CSI. DEFL. in floc) Vde0 Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Ve art n/a - rVa 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Verl(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WEI 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 14 lb FT=0% LUMBER- BRACING - TOP CHORD 20 SP No.3 TOP CHORD Structural wood sheathing directly applied or4-0-0 oc purins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/s¢e) 1=178/4-0-0, 3=17814-0-0 Max Hoa 1=116(LC 5) Max Uplift 1=62(LC 8), 3=-70(LC 5) Max Grav 1=178(LC 1), 3=183(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf,, BCDL=3.Opsf,, h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 Pat bottom chard live load nonconwrrant with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 1, 3. Thomas A. Albani PE No.89380 MITek USA, Inc. FL Cent 6834 6904 Parke East Bind. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verify danngn parameters and READ NOTES ON TRISANO INCLUDED MREH REFERENCE PAGE XVI-7473 rev. 1010312015 BEFORE USE. Design valid for use onywilh MBeM connectors. This design is based only upon parameters shown, and Is for an indiodual Wilding component, net a Bass system Before use, the building designer must verily the applirabilityof design parameters and properly incorporate this design into the ovamil bulldingdeslgn. BraidngiMicatedistoprevert levWN aodMduallmssweb andlor chord members only. fWddidnaltempomryand permanembeading, MiTeK Is always missed for Gabiley and toprevent collapse with posters personal inluryand property damage. Forgenereguidanceregarcingthe rabricamm.storage. d.r.., erection and bracing ottmsses and truss systems.see ANSVIF11 Quefily Crifeda, DSB49 and Bear Building Component 6904 Par" East Bind. SafelyInformal on avmlable from Truss Plate Impute, 218 N. Les 6 met. Sude 3iZ Alexandra, VA 22314. Tampa. % 34610 Job Truss Truss Type Oty Ply J38116-Telese Bldrs.-Spendthrlft95 T176333]3 J38116 MV6 Valley 4 1 Job Reference (optional) Cast uoasr lUse, YL rierce, rL S VAa U.Z4U 5 Jun UZU19MI I ex MOUSUmS, IOC. I hu Jul 1806:01:412019 Pagel nblRQNUUpyxCOT-bIQ Ym93urfNDMcGTgYBluoSsmBUO5oP GCOrywuV8 5 4 2x4 4 1x4 I 2x4 II LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in (roc) Well L/d TOLL 30.0 Plate Grip DOL 1.25 TO 0.26 Vein Na - n/a 999 TOOL 15.0 Lumber DOL 1.33 BC OA2 Vert(CT) We - n/a 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.06 Hom(CT) -0.00 4 me n1a BCDL 10.0 Code FBC2017]TPI2014 Matrix-P LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=91/6-0-0, 4=123/6-0-0, 5=362/6-0-0 Max Hoa 1=188(LC 5) Max Uplift 1=-10(LC 9), 4=60(LC 5), 5=181(LC 8) Max Grav 1=108(LC 14), 4=131(LC 13), 5=363(LC 13) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. WEBS 2-5=297/201 Scale=1:17.6 PLATES GRIP MT20 244/190 Weight: 231to FT=0 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; SCDL=3Dfdsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip OOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chard live load noncencumenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-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 Ito uplift at joint(s) 1, 4 except (jt=1b) 5=181. Thom, A. Albert PE No.39380 MITek USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 &WARNING Verily dral,I.raerer5 antl READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PACE N.14T4T3 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTeM eom errors. Tris design is based only upon parameters shown, and is for an IndiNeual building component, not a tress Syrian. Before use, the building designer must verify the applirabilIIy of design parameters and property in=WOrate Iris design into the overall y buildingdesign. Bracing Indicated is to prevent brtiling 0indmdual truss web andlor brand members only. Additional temporary antl permanent bating _ MiTek is always required for stability and to prawnt=8apse with possible personal Injury and property damage. Forgenempidarecreguminglhe fabrication. storage, delivery, erection and bracing of busses and Cass systems, we ANSIRT 11 Quality Creams, Bull and BCS1 Sullding Component 6904 Parke Fast BIM. Salary/n/orammun astlablefrom TrussPlate InaO e,218N.Lee SImH,SYae312,Ml andru,VAM14. Tampa. FL 36610 Job Truss Truss Type Qty Ply J38116-Telese Bldrs.-Spendthrift 95 T77633374 J38116 MV8 Valley 3 1 Job Reference (optional) 0,c Ub4un 0 co I e,m I e. n,uuame, KIN. Inu em I000.o 1.4Z tU IV Scale = 1:22.9 5 4 2x4 i 1x4 II 2x4 It LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) We - n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.22 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 HOR(CT) -0.00 4 We We BCDL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=132/849-0, 4=16518-0-0, 5=499/8-0-0 Max Hom 1=260(LC 7) Max Uplift 1=15(LC 9), 4=81(LC 5). 5=250(LC 8) Max Grav 1=154(LC 14), 4=175(LC 13), 5=500(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) Or less except when shown. WEBS 2-5=-410/277 PLATES GRIP MT20 2441190 Weight. 31111 FT=O% Structural wood sheathing directly applied or 61 oc purling, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf h=20ft; B=45ft; L=241t; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will f0 between the bottom chord and any other members. 6) Provide mechanical connection (by others) 0f truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 4 except Ut=lb) 5=250. Thomas A Alban PE No.39380 MITek USA, Inn. FL C9rt 6634 HIM Parke East Blvd. Tampa FL 33610 Data: July 18,2019 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 41&47473 rev. 0,01'L0IS BEFORE USE. Design valid for useany work Ifif ®connectors. This design Is based only upon parameters shaven, and is for an Individual building component,nM �_ a Was system. Debts use, Me building designer must ven yMe applicability of design parameters and tragedy incorporate, Mis design into the overall building design. Bating Indicated is to prevent Welding of mdiNdualtmss web anderefoamembers only. Addilemattempory and permanent bracing MiTek is always required for stability and to prevent oogapse vent possible personal may and property damage. Forgeneralguidarweregarding Me Modelled. storage, delivey,emotion and bating otrusses and buss systems,sew ANSUI711 Duaaty Cdreda, DS"9 and SCSI Building Component 6904 Parka Fast Blydf sereylnformegon avagablefrom Tmas Plate lnalilute,218 N. Lee SMN1,SuRe31ZAWimdV,VAV314. Tampa. FL 35610 Truss Truss Type Gty Ply J38116-Telese Bltlrs.Spentlihrifl95 F1381 T17633375 MVBA Valley 7 1 Job Reference tional tast Goam truss, Ft. Pierce FL 3494E 5,240 s Jun 6 2019_WTek Industries, Inc. Thu Jul 18 08:01:42 2019 Page 1 2x4 II 3 5 4 2s4 1.4 II 2a4 II Scale =1:229 LOADING (pat) SPACING- 2-0.0 CSL DEFL, in floc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) We - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.22 Vert(CT) rile - me 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-P Weight: 31 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=132/8-0-0, 4=165/8-0-0, 5=499/8-0.0 Max Hare 1=260(LC 5) Max Uplift 1=-15(LC 9), 4=-B1(LC 5), 5=250(LC 8) Max Grav 1=154(LC 14). 4=175(LC 13). 5=500(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. WEBS 2-5=-410/277 Structure[ wood sheathing directly applied or 64}O oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=41t; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) 1, 4 except (t=lb) 5=250, Thomas A Albani PE Na.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 18,2019 ®WARNING-Vwiry tleel9n1arame4en and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE all T473 rev. IOM34015 BEFORE USE. Design vast for use onywith Mn'sW oonnedam. This design Is based only upon Parameters shown. and is for an individual building component, not a truss syslem- Before use, the building designer must very the applrabililyof tlesp parameters and property locumorzte she design into the overall buiidIi ign.Breciogmeitatedistopreventbuckingoffin4MtlualtrusswebshNorNobmembersony.Addlionaltempoaryandpermanembacing MiTek' is always required for stabillyand to prevnt collapse wm possible personal injury and propeM damage. Forgenendpidanceregadingthe fabrication, Storage. delivery, emotion and bmclrg ufbusses and buss'atems,was ANSffPlf Quality Cdreda, DSBa9 and SCSI Building Component 6904 Parka East BAN. Safelylnfurmatios awlablefmm Truss Plate Ins e,216N.Lee31mO.Sule312AlexandM,VA22314. Tampa, FL 30310 Job Truss Truss Type Oty Ply J38116-Telese Bldrs:Spendthr9t95 Ti]6333]6 J38116 MV10 GABLE 3 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 15 08:01:35 2019 Page 1I: FxputPbTngKYvmbIRONU IpyxCOT-m83j IoCOT24WelVTvDZ8xl efLRe14HGv13pupBywuVE 3 2x4 i 5 4 1.4 II 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) file - n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.41 Vert(CT) BIG - rda 999 BCLL 0.0 ' Rep Stress Ina YES INS 0.11 Horz(CT) -0.00 4 BIB n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1 =240110-0-0. 4=1 33/10-0-0. 5=643/10-0-0 Max Hoa 1=331(LC5) Max Uplift 1=-43(LC 8), 4=79(LC 5), 5=323(LC 8) Max Grav 1=245(LC 14), 4=147(LC 13), 5=645(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5= 514/330 Style =1:286 PLATES GRIP MT20 2441190 Weight: 41 lb FT=0% Structural wood sheathing directly applied or 6-0-0 oc purling, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES. 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exit C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 1, 4 except (jt=1b) 5=323. Thames A. Alban PE No.39390 MiTek USA, Inc. FL Cert0634 6904 Parke Fast BNB. Tampa FL 33670 Date: July 18,2019 ®WARNING -Verity design paranalwa and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-0473 m¢ 10/0/3015 BEFORE USE !' Design valid on use only with MMAIT) connecters. This design Is based only upon parameters shown. and is for an Individual building component, not Ff� a truss stream. Berge use, Me building designer must verify the appllcabill of design parameters and propeMw inryorate this design Into me overall buildingdesign. BracingIndilatedistopreventbudd,ofindiIndualWsswebanichordmembesonly. Addiionaltempa2ryandpermanenthod g MiTek' is always regubed for stability and to preaerd collapse with possible persmal injuryand property damage. Far general guidance regarding me fabrication, storage. dernery,..men and baring eftmsses and truss systems, me ANSWPI1 Quail Crimna, DS649 and SCSI SuffQng component Seoul Pala East Blvd. Saferylnlmmatian ava0able Gam Tmss PiWelnsWNe,210N.LeeS0,SuRe3lZAlexandru,VAa314. Tampa. FL 36610 Job Truss Truss Type Qty Ply J38116-Te1ese BldGT Spendthrift 95 T17633377 J38116 MV10A Valley 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34945 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 08:01:36 2019 Page 1 ID:FxputPbTngKYWnbIRONUUpy%COT-ELd5V8dOEMCNGSUf rw4NUEBwa21pkc3GjZRLeywuVD 3-10-0 7." 1OV 3-10-0 j 3-8b 2SA 4x4 = 2x4 II Scale =1:23.6 zx4 ' 1x4 II 1x4 11 6ad II LOADING (Pat) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Inc, YES Code FBC2017rrPI2014 CS'. TC 0.39 BC 0.18 WB 0.07 Matrix-$ DEFL. in (Ioc) Udell Ud Vert(LL) Na - Tie 999 Vert(CT) Na - rule 999 Horz(CT) -0.00 5 n/a Na PLATES GRIP MT20 2441190 Weight: 411b FT=0% LUMBER. BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or6-0-0 oC purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-0-0. (lb)- Max HOM 1=250(LC 5) Max UPIM All uplift 100 lb or less al joints) 1, 5 except 6=147(LC 5), 7=229(LC 8) Max Gmv All reactions 250 Ib or less aljoint(s) 1, 5 except 6=336(LC 1), 7=456(LC 13) FORCES. (lb) -Max. COMPJMax.Ten. -All forces 250(lb) or less except when shown. WEBS 3-6=-2691179, 2-7=3691250 NOTES- 1) Wind: ASCE 7-10; Vuh=160raph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) Gable requires continuous bottom chard bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) 1, 5 except (jl=lb) 6=147,7=229. Thomas A Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 WARNING -WHO, tlesign parameRn entl READ NOTES ON THIS AND INCLUDED MTEK REFERENCE GAGE 47IN473 rev. 1W012015 BEFORE USE. Design valid for use only wfth MiTek® conner2tm. This design is based only upon parameters shown, and is for an indivdual Wilding component not a fees system. Before use, Me building designer must very Ne appOcabiity of design parameters and properly Incorporate This design mto Me overall buildir,Msgn. 8acing indicated is to buckling& indrAdual mass web andlor chord members Any. Adddionaltempomyandp meMbado9 MiTek' prevent is okays recuiad for stability and W prevem collapse with possible personal Injury and property damage. For general guidance regan ilg Me fabrication. stonige,derwery, erecton and bating oftmsms andbuss"Rems,see ANSyn iDualy Gamer, DS949 and BCS1 Building Component 6904 Parke East BIM. SafeylaMmatlon availablehom Truss Platelnak0e.218N.Ln Blreet Sude312,Alexandda,VA22314. Tampa, FL 36610 Job to Truss Type Qty Ply J38116-Telese Bldrs: Spendthrif195 T77633378 J38116 MV12 GABLE 1 1 Job Reference o tional test coast INss, YL Vaxc., FL'34tl4b 3.4 i 7 1.4 II 8.240 S Jun b ZU19 MN at Inaustres, Inc. Inu Jul lB Ud:01.3T ZU19 Page ID:Fxpu PbTngKYwnblRQNUUpyxCOT-iKBUjTee?gKEub3rle=OSj3xEOTYBFDVNI?t4ywuVC LOADING (par) SPACING. 2-0-0 CSI. DEFL. in (roc) Udell L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Velt(LL) Na - n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.17 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress ]net YES WB 0.11 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP NQ3 OTHERS 2x4 SP No.3 52x4 II Scale=1:33.8 PLATES GRIP MT20 244/190 Weight: 52 lb FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. All bearings 1240-0. (M) - Max Hoe 1=403(LC 5) Max Uplift All uplift 100 Ito or less at joint(s) 1 except 5=100(LC 5), 6=-237(LC 8). 7=223(LC 8) Max Gmv All reactions 250 lb or less at joinl(s) 1, 5 except 6=542(LC 13), 7=445(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=326/161, 2-3=258/136 WEBS 3-6=394/242, 2-7=356/246 NOTES- 1) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=3.Opsf; h=20ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load ndncencurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift atjoint(s) 1 except (jt=lb) 5=100,6=237,7=223. Thomas A. Albani PE No.39380 fAiTek USA, Inc. FL Can 6634 9904 Parke East Blvd. Tampa FL 33610 Bate: July 18,2019 &WARNING -Verify tlesi9n 1a1a.11ra and READ NOTES ONTO$ AND INCLUDED RVTEK REFERENCE PAGE IWI-7473 rev, 10O32015 BEFORE USE. Design valid foruse only with Vilekdamnneclars. mris design Is based only upcoparamelem shown, and Is for an individual buadlrg component. not a truss system. Before use, the building designer must verily the applicabirdy ofdesgn parameters and propeM Nmeorate Nis design lnor Me Overall ��-��•YYY buildingdesgn. Bracing indicated is to prevent bu&ling dindiAdual truss web an&w mom members only. Addaio I temporary and pennanerd bracing MiTeW Is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regaming the Mismatch, storage, delivery, erection and bracing dbusses and buss systems, see ANSVTPIf Duality Cdtede, Dal and Best Building Component 6904 Parke East Blvd. SaMAylnformapan availablefrom Truss Plata1nnfVe,218N.Lee Sue0,Suite3lZA.e dd.,VAM14. Tampa, FL 36610 Job Truss Truss Type Dty Ply J38116-Telese Bldrs: Spen ffix- t 95 T77fi33379 J38116 MV12A GABLE 1 1 Job Reference (optional) I rr. nerve, rc wwaao d.LNu s sun a anne Run ex Inausmes, me. Inu aul no uo:u I:, Lune rage I ID:FxputPbTngK wnblRONUUpyxCOT-iXBUITee?gKEub3AeccOSj4dEOaYBNDVNl?t4y VC 116-5 114-5 3x4 i 7 1.4 II 6 a 1.4 II 4 52x4 If Scale = 1:32A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fee) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) Na - File 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.16 VerUCT) File - file 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horn(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 5011, FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 1185. (M) - Max Hors 1=386(LC 5) Maui All uplift 100 Ill or less at joint(s) 1, 5 except 6=240(LC 8), 7=-207(LC 8) Max Gmv All reactions 2501b or less at joinl(s) 1, 5 except 6=528(LC 13), 7=413(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3161152, 2-3=251/136 WEBS 3-6=399/248, 2-7=332/230 Structural wood sheathing directly applied or 64}0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrant with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fin between the bottom chord and any other members, with BCDL = 1O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 1, 5 except at --lb) 6=240,7=207. Thomas A. Albani PE N..39388 MiTek USA; Ina FL Cart 6634 699 Padre East Blvd. Tampa FL 33910 Date.: July 18,2019 ®WARNING-Venrydewma panmetwo and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEAlIP7473 rev. IWOW015 BEFORE USE. Design valid for use onywtlh MiTekle connedms. This design Is based only upon parameters shown, and is for an indiNdual boating componem, not �• a truss system. 8efare use, the building designer mustverily Me applitabilityof i esign parameters and property incoryorate this design imothe overdi buildingdeaign. Brazing iMicated is to prevent Welding of individual pass web mayor oboll members any. Addaional temporary and permanent bracing MiTek' Is always required lot stability and to prevem collapse with posdble persoral injury, and pmpedy damage. For general guidance regaining the Marketed. slmage, demo ry,etetlion and trades oftrusses and Was systems, see AN5/?P/10uality CnMtla, DSBAS and BCSI Building Component 6904 Paste East BRd. SarerylnforanadOa av table from Tmss Plate InAdOe, 218 N. Lee street, Suite 312. Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J38116-Telese Bldrs.-Spendthrift 95 T17633380 JW116 PB01 Piggyback 22 i Job Reference (optional) east Goasr truss, rL Pierce, r L J4e4G U.24u s Jun U ZUl9 MI I eK Industries, Ind. I nu Jul Id UU:UTAJ ZUI9 Pagel ID:FxputPbTngKYwnblRONUUpyxCOT-%hYlzYjPaW5NcW. NuiOGjz9Bf5oWA5tlIJ5kywuV6 Scale = 129.4 4x4 = 4 Sad = 10 9 8 3x4 1.4 II 1.4 11 1.4 II 636 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 7 n/r 120 MT20 2441190 TCDL 1S0 Lumber DOL 1.33 BC 0.11 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WE 0.09 Horz(CT) 0.00 6 ma ma BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 5816 FT=0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Be purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0Be bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-6-12. (lb)- Max Hom 2=-142(LC 6) Max Uplift All uplift 100 to or less at joint(s) 2, 6, 9 except 10=233(1_C 8), 8=233(LC 8) Max Grav All reactions 2501b or less al joints) 2, 6 except 9=371(LC 1), 10=470(LC 17), 8=470(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-9=-293/60, 3-10=384251, 5-8=384/251 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree Notation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcu ent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift atjoint(s) 2, 6, 9 except (jt=lb) 10=233, 8=233. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cert6034 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING - Verify doignparamercrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 roe I0/0320f5 BEFORE USE. �■! Design veld far use onywith MlreMcosid Bide. This design is based only uponparemeters shown, and is far an individual building wmponenL not a toss system. Before use, the building designermust Vimy the app1mability of design parameters and property inwryomte this design into the overall +�.,■�(g`� bulldingdesgn. Bracing indicated into prevent buct,ing of immdual buss web anwor mom members ony. Additional temporary and permanent bracing MiTek' a always requmd for Stability and to preord meapse win possible puearal injury and property damage. For geneol guidance regarding me fabdoabon, Storage. delivery. emexei and broad, alroades and trues Systems. see ANSUBolf ouatiry, Criteria, DS6419 antl BCS1 Building Component 6904 Parke East BIW. Safetylesorma hon avaeable from Truss Plate Institute, 218 N. Lee Smi Such 312. Alexandra, VA22314. Tampa, FL MID Truss Truss Type Oty Ply J38116-Telese Bldrs.-Spendthrift 95 T17633381 IJob J38116 PB02 Piggyback 1 1 Job Reference (optional) East Coast Tmss, Ft. Pierce, FL 34946 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 08:01:44 2019 Page 1 ID:Fxpu PbTngKYwnbIRGNUUpyxCOT-7t678tj1 LpDEEg5BxcEFmWKx3ol hMGF6yVsdAywuV5 e-0-0 8-SS 16-5-6 4x4 Scale=1:29.4 3x4 = 10 9 8 3x4 = 1.4 II tx4 II 1.4 II LOADING (psf) SPACING- 2-0-0 CS'. TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 TCDL 15.0 Lumber DOL 1.33 BC 0.11 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC20177TP12014 Matrix-S DEFL. in (too) Vdefl L/d Verdi-L) 0.00 7 RIF 120 Vert(CT) 0.00 7 n/r 120 HOR(CT) 0.00 6 his Ole PLATES GRIP MT20 244/190 Weight: 58 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-6-12. (lb) - Max Harz 2=142(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 except 10=-233(LC 8), 8=233(1_C 8) Max Grav All reactions 2501b or less aljoint(s) 2, 6 except 9=371(LC 1). 10-070(LC 17). 8=470(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. WEBS 4-9=293/60, 3-10=384/251, 55=384/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-secand gust) Vasd=124mph; TCDL=5.Ops1; BCDL=3.Opsf; h=2oft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and night exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about 8s center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 2, 6, 9 except (jt=11e) 10=233, 8=233. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Thomas A Alight PE No.39380 MiTek USA, Ina FL Cart 6634 6904 Parka East Blvd. Tampa R 33810 Date: July 18,2019 ®WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE a1l1.7473 rev. 10/d IR"5 BEFORE USE. metDesign valid for use arty with MI 0ble connectors. This design is based only upon parameters shown, and Is for an Individual Wilding component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and properly incaTomte this design into the ovema buiidfngdesign. Bracing Indicated is to prevent buckling oflndiindualtmss web aided choN members only. Additional temporary and permanent bracing MiTek' is always requiredlot stabiiily and to prevent o4apsewdh possible personal injury and pmpedy damage. Forgenamiguganceregardingthe fabnwtion.5orsge,delivery,ered'pn end bracing of WssesaM truss sydems. sea ANSWPN Dually Caserta, DSB49 and SCSI Building Component 6904 Parke East Blvd. SaferylnfaTmatlan avaflablehom Tmss Plate Ins ee,218N.Lee Stree,Su4e312.Ale=dna,VA22314. Tampa,R 36610 Job toss Truss Type Qty Ply J38116-Telese Bldrs-Spendthrift95 T77633382 138116 P603 Piggyback 1 t Job Reference (optional) Lass Wass nUss, rl rrerce, rL 39H90 \ o.e9vsJun 0 Lm V ml l ex maussnes, Inc mu l Jui o ual l rya m l w rage ID:FxputPbTngKYwnbIRQNUUpyxCOT-T3fVODkf67L5rggOVJIUL82VBT7NQpuOKcFQAcywuV4 16-5-6 r 16-" Stale =128 0 4x4 = 4x4 = 4 5 3x4 = 12 11 10 9 3x4 = 1x4 II 1x4 II 1.4 11 1x4 II 655 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well laid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 7 rdr 120 MT20 244/190 T,CDL 15.0 Lumber DOL 1.33 BC 0.10 Ven(CT) 0.00 8 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.07 Horz(CT) 0.00 7 ma (do BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 62 IS FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc punins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-6-12. (Ib) - Max Hoe 2=-132(LC 6) Max Uplift All uplift 1001b or less at joints) 2, 7, 11, 10 except 12=-218(LC 8), 9= 218(LC 8) Max Grav All reactions 250 lb or less at joinl(s) 2, 7 except 11=271(LC 17). 10=271(LC 18). 12=439(LC 13), 9=438(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(I1a) or less except when shown. WEBS 3.12=357/239, 6-9=356/239 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires Continuous bottom chord bearing. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrenl with any other live loads. 7) ' This truss has been designed for a live lead of 20.Opsf on the bottom chord in all areas where a rectangle a 6-0 tall by 2-D-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 Ile uplift at joint(s) 2, 7, 11, 10 except (jt=1b) 12=218, 9=218. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Thomas A. Aided PE No.39380 MiTek USA, Inc. FL Cert 6634 69U Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING - Verily design parameters and READ NOTES ON TMS AND INCLUDED AUTEK REFERENCE PAGE Mll-7473 rev. 10,03GO15 BEFORE USE. Design valid for use only wNt MTek® connectors. This tlesign is based any upon parameters shown, and Is far an individual butting acmponem, not t■( �! a truss system. Before use, me Wining designer mug ven"a, applicability of design parameters and properly acor drate this design Into me overdl buildogdeslgn. Bracing indicated Is W prevent buckling ofindividuat buss web andlar tllord members only. AdtlNonaltemporaryarMpermanembracing MiTek' is always regwred for stability and to prevem collapse with possible personal Njury and property damage. Fargeneml guidance regarding the fabrication, Storage. delivery, erection and biting oftmsses and Deals Systems. no ANSVTPII Duality affisda, DSBJB9 antl SCSI Building Component axis Parke East Bled. Sgunrylnrormafion ava blefmm Truss RmeingbNe,318N.Lee e.Suge3l2.Alexandda,VA22f14. Tampa. FL 36610 Truss Truss Type Oty Ply J38116-Telese Bldrs-Spendthrit95T17633383 ra 116 PRIM Piggyback 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 08:01:45 2019 Page 1 ID: FxputPbTngKYwnblRONUUpyxCOT-T3fVODkf67L5rggOVJIUL82SoT5POpeOKcFOAcyw V4 16.66 16-SS Scale =1:27a 4x4 4x4 INA = a 7 y4 = 1.4 II 1.4 II 1s5s LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) VdeO Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.02 6 Nr 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(CT) 0.03 6 n/r 120 BCLL 0.0 ' Rep Stress Ina YES NB 0.09 Horz(CT) 0.00 5 n1a Na BCDL 10.0 Code FBC2017ITPI2014 Matrix-S Weight: 55 to FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Stmclural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-6-12. (lb) - Max Harz 2=102(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) except 2=161(LC 8), 5=161(LC 8). 8=189(LC 5), 7=-185(LC 4) Max Gmv All reactions 250 Ib or less al joint(s) except 2=319(LC 1). 5=319(LC 1). 8=553(LC 17), 7=553(LC 18) FORCES. (Ib)-Max.Camp./Max. Ten. -All forces 250(I11) or less except when shown. WEBS 3-8=-429/208, 4-7=429/203 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuK=160mph (3-second gust) Vasd=124mph; TCOL=S.Opsf; BCDL=3.Opsf; h=2D%; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires Continuous bottom chord bearing. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom 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 161 Ib uplift at joint 2, 161 It, uplift at joint 5, 189 lb uplift at joint 8 and 185 It, uplift at joint 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or Consult qualified building designer. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Vviry design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE M141473 rev. 10,0342015 BEFORE USE. Design valid (sages ontywbb MTek®connedors. This design is based only upon parameters shown, and is for an individual building mmponarL net a bass system. Before use, the building designer must verity the applicability of design parameters and properly 0cdmorate Nis design me Me sweet buildingdesign. Bracing indicated is to prevent lacking ofindiadualtmss web stager NON members ony. Additional temporary and persamet bracing MiTek' Is stways required for stability and to prevent auapse with possible personal Injury and pmpedy damage. Forgeneralguidanoelegarding Me olorsauon, sfomge,delivery,erection and bradng oftmsses and truss systems. we ANSUTPlI Duality Crdede, DSB49 and SCSI Butting Component 6904 Palle East Blvd. Saretyedormetlon avagable from TNss Plate Ini flute, 218 N. Lee atree4 Bude 312. Alexandria, VA22314. Tampa. FL Seat Jab Truss Truss Type 0ty Ply J38116-Telese Bldrs.Spendthrift 95 T17633384 J38116 p805 Piggyback 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.240 s Jun 82019 MITek lndusines, Ina. T hu Jul 15 08:01:45 2019 Pagel ID:FxputPbTngKYWnblRO NUUpyxCOT-xGDtbYIHtRTyT_Fa3OGlulbfJtTR9GxXZG zi3yu V3 Scale=127.9 4x4 = am 12 3 1.4 It 4x4 = it 4 12 5 16 1 d 3x4 = 10 9 8 ba4 = 1x4 II INA II 1.4 11 6-5-6 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (too) Vdeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.31 Vert(-L) 0.00 7 nlr 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.11 VagCT) 0.01 7 n/r 120. BCLL 0.0 ' Rep Stress Ina YES 1p/B 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-S Weight: 53 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. OTHERS 2x4 SP Nm3 REACTIONS. All bearings 14.6-12. (III) - Max Horz 2=66(LC 6) Max Uplift All uplift 1001b or less atjoint(s) except 2=117(LC 8). 6=-117(LC 8), 9=257(LC 5), 10=126(1-C 8), 8=126(LC 8) Max Grav All reactions 250 Ib or less al joint(s) 2, 6 except 9=519(LC 17). 10=383(LC 1), 8=383(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. WEBS 4-9=-439/284, 3-10=-294/142, 5-8=294/142 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf, h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Evil C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires Continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will @ between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117111 uplift at joint 2, 1171b uplift at joint 6, 2571b uplift atjoint 9, 1261b uplift at joint 10 and 126 lb uplift at joint S. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Thomas A Alban PE No.39380 MITek USA, Inc. FL Can 6034 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Venry assign parametww and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE A11LI473 re¢ 1OWN2015 BEFORE USE. �■! Design valid for use only w'M MTeM connectors. Tills design is based only upon parameters shown, and is for an Individual wilding wmpanal, not p+`�aa('ip■� a mass system. Before use, the building desgner must very the applicability of design parameters and propertyincarparate Nis design into the overall buildingdesign. Bracing indirated is to prevent buckling of lndividualtmss web andler chord members only. Additimallempo2ryandpermaneNbmcing MITek' is always re peered for stability and to prevem Collapse wain possible personal,nryry and property damage. For general guidance regarding Be fabduffon, storage, delivery. enoson and bracing 0 trusses and truss systems, we ANSImRt costl,Clunds, DSI89 and BCS1 Building Component Bead Parke East Blvd. Sererylnsureation avagablef Tmss Rate In9ame,218N.Lee Street.Suite312Alexandra VA22314. Tampa. FL 36610 Job Truss Truss Type Qty Ply J3816-Telese Bldrs.-Spendthrift95 T17633385 J38116 PBW Piggyback 1 1 Job Reference (optional) Last Goa5t Iwas, FL Pierce, FL 34946 U24U S Jun B 2019 MI I ek Industries, Inc. I nu Jul lb UB:0114t 2U19 Page1 ID:FxputPbTngN wnbIRQNUUpyxCOT-0SnFpuMekbp58gmcknyQZ8gwGpdujEhowMEVywuV2 Scale=127.9 Plate Offsets (X Y)- (9:0.2-8 0-0-8] (10:0-2-8 0-0.8] ry 1:0-2-8 0-OA] I12:0-2-8 0-OA] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 7 n/r 120 MT20 2441190 TCDL 15.0 Lumber COL. 1.33 BC 0.12 Vert(CT) -0.00 8 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code`FBC2017RPI2014 Matrix-S _ Weight: 48 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-6-12. (Ib)- Max Horz 2=30(LC 6) Max Upl'Ift All uplift 100 lb or less at jdint(s) 2,7 except 12=103(LC 4), 9=103(LC 5), 11=249(LC 4). 10=249(LC 5) Max Grav All reactions 250 Ito or less at joint(s) 2, 7 except 12=288(LC 1), 9=288(LC 1). 11=479(LC 18). 10=479(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-11=-395/274,5-10=395/274 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=2411; eave=oft; Cat. II; Ezp C; Encl., GCpi=0.18; M WFRS (directional); cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about 8s center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom 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 10016 uplift at joint(s) 2, 7 except (jt=11h) 12=103, 9=103, 11=249, 10=249. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Thomas A Albans PE No.39380 MiTek USA, Inc. FL Cart 6634 89U Parke East Blvd. Tampa FL 13610 Date: July 18,2019 ® WARNING -Verily Eesign parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE ANI-I473 mi, 101OV20YS BEFORE USE �e Design valid fair use anry with Milrek®connectore. Tltis design is based onry upon parameters shown, and is riven individual building component, not a truss system, Before use, the building designermusl verifythe appGrabilfty ofdesign parameters and inaptly lncmporate Nis design We the owmll bwldingdeagn. Bracing lnd"wilm to prevent Wed., of lndwidual Mass web armor NON members any. Meftional temporary and permanent bracing MiTek' is always required for stability and to prewm opupse war possible personal injury and property damage. For general guidance regarding Pe fabrication, scope, erection and bmdng ofmasses and truss systems. see ANSM11 Quality afraida, DSB49 and Bw1 Building Component 69a4 Parke East BM. Saterylnfeseasion available" in Truss Plate Institute. 218 N.Lee Street, Suite 312. Neurons. VA22314. Tampa, FL 36610 Jab Truss Truss Type Oty Ply J38116-Telese Bldrs:Spendihri895 T17633386 J38116 P807 Piggyback 1 1 Job Reference (optional) test coast Iwas, K. Fierce, rL 11494h as �d b 6.24U S Jun B 2019 Ml l ek industries, Inc. Inu Junu 0d:01:4e 2D19 Page 1 ID:FVp PbTngKYwnb1RONUUpyxCOT.ueLeOEmYP2jgiIPzARIBzmg_ug7bdAfgOaT4mxyauV1 4x4 = 4 yt4 = 12 11 10 9 3x4 = 1.4 II 1.4 It 1x4 II ix4 II Scale = 128,3 t6.36 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (roc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip COL 1.25 TC 0.37 Vert(-L) 0.01 8 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(CT) 0.02 8 nIr 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.07 Horz(CT) 0.00 7 DID nla BCDL 10.0 Code FBC20177TPI2014 Matrix-S Weight: 61111 FT=0 LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 Ste No.3 REACTIONS. All bearings 14812. (Ib) - Max Harz 2=124(LC 6) Max Uplift All uplift 100111 or less at joint(s) 2, 11, 10 except 7=-146(LC 8), 9=-169(LC 8), 12=208(LC 8) Max Gmv All reactions 250111 or less atjoint(s) 2, 10 except 7=303(LC 1), 11=320(LC 1). 9=480(LC 18). 12=419(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 6-9=335/169, 3-12=350/233 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom 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 beefing plate capable of withstanding 100111 uplift at joint(s) 2, 11. 10 except (jt=lb) 7=146, 9=169, 12=208. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, orconsult qualified building designer. Thomas A Albani PE No.39360 MITek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING -Verity msign Parameters and READ NOMS ON MIS AND INCLUDED MITEK REFERENCE PAGE M11d473 rev. 1WO312015 BEFORE USE. Design valid forum only with MTeM comedies. This design Is based only upon parameters Shown, and is for an Individual building component, not a truss system. Before use, the building dedgnermuslvenfyme mplicablaly of desgn parameters and properly blemporale this design Mothe overall "Y buitdingdesign. Bri indicated iato prevent buckling orindindual terse web andlor chord members ony. Addtonaltempoaryandpennanentbrming MiTeW is allays required for stability and to prevent coaapsewah possible persmal injuryand property damage. Forgenerelguidanceregadingee fabrication, Storage. deivery. mean and bating aftmSeas and truss Vetere. See ANSVII Oualiry called., DS2419 and Best Building Component Deed Parts, East Blvd. 3aregehahwmagon available hem TMSS Plate In4bNe, 218 N. Lee &mO, Suhe 312, Alexandra, VA22314. Tampa, FL 36510 Job Truss Truss Type Qty Ply J38116-Telese Bldrs.-Spend0rd 95 T17633387 J38116 PBOS Piggyback 1 1 Job Reference (optional) b .13 run en mausulea, ma i nu aui i o uo:ui:aa zul s Yage1 ID.FxputPbTngN wnblRONUUpyxCOT-mLeOEmYP2jgiIPz RIBzmgOEggtdAcgOaT4mxywuV1 4x4 = 4 3x4 = 12 11 10 9 3x4 = 1x4 II 1x4 II 1.4 II 1x4 II Stale =1.28.3 16-5-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Gnp DOL 1.25 TC 0.22 Vert(LL) 0.00 8 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) 0.00 8 ndr 120 BCLL DO ' Rep Stress Ina YES % B 0.07 Horz(CT) 0.00 7 his Na BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight: 58 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structure wood sheathing directly applied or 64-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing: 9-10. REACTIONS. All bearings 14-6-12. (lb) - Max Holz 2=124(LC 7) Max Uplift All uplift 100 lb or less at joints) 2,7.11.9 except 12=204(1C 8), 10=162(LC 8) Max Grav All reactions 250 lb or less at joim(s) 2, 7 except 11=384(LC 1), 12=415(LC 17). 10=322(LC 18). 9=253(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -AU forces 250 (Ib) or less except when shown. WEBS 4-11=-301/81,3-12=-349/228,5-10=2771182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water leading. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 11, 9 except 0=11) 12=204. 10=162. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Thames A Albert PE No.39380 MiTek USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verity design parameters and READ NOTES ON TMSAND INCLaDED 1VTI1 AEFERE111 PAGE 1111-1 ] rev. WV11015 BEFORE USE. Design valid Screw onrywah MBeMco thectors. This design is based only upon parameters shown, end is for an Individual hutting componeM, net abuse system. Before use, the building designer must verify Pe appliability of design Parameters and properly incorporate this design into the overall buildingdeign. Bracing Indicated is to prevent twaling of individuaMes web andkirel lmembers only. lWditional temporary and permanent Vowing WGIC Is always required for stability and to prevent ceaapse with possible personal injuryand proton damage. Forgenemi nd ame regalislg the fabricator. storage,delivery, erection and bmobrg oftrusses and buss systems, we ANSYTPIfQuality Chonfie, DSB49 and BCS1 Building Component 6904 Parke East glint. Sada ylnlarmation avalabk hom Tmss Plate Innlme.219 N. Lee slree. Suite 312. Alexandria. VA22314. Tampa. FL Scala Job Truss Truss Type Ory Ply s-Spendthrift 95 J3�Refero� T17633388 J38116 P809 Piggyback 1 1 on., East Coast Truss, FL Pierce, FL 34946 8.240 s Jun 82019 MTek Industries, Inc. Thu Jul 18 08:01:49 2019 Paget ID:FxputPbTngKYwnblRONUUpyxCOT-MmOEanAAMrXKRz9k9pOV DBY4VOMds FEDdJOyw VO 12-9-6 149b 16-5 12-9-6 I 241-0 14 13 Scale=128.3 4x4 = Iap 3x4 = 13 12 11 Eva C 3x4 = 1x4 II 1.4 II 1x4 II Plate Offsets (X,Y)- [6:0-3-15 0-0-01 [7:0-2-00-2-81 [10:0-3-8 0-1-121 [10:0-0-1 0-0-101 LOADING (pat) SPACING- 2-0-0 CSI. DEFL, in (loc) BdeO Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.25 Ven(LL) 0.00 8 ndr 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) 0.00 9 BIT 120 BCLL 0.0 ' Rep Stress ]nor YES WB 0.07 Hoa(CT) 0.00 8 nla life BCOL 10.0 Code FBC20171TPI2014 Matrix-S Weight: 57 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SIP No.3 — REACTIONS. All bearings 14-6-12. (lb)- Max Hom 2=124(LC 7) Max Uplift All uplift 1001b or less at joint(s) 10, 2,12 except 8=-103(LC 8), 13=205(LC 8), l l=-227(LC 8) Max Grav All reactions 2501b or less atjoint(s) 10. 2.8 except 12=382(LC 1), 13=415(LC 17), 11=453(LC 18) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. WEBS 4-12=-297/81, 3-13=349/228, 5-11=380/245 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.0psf; h=20R; B=45f; L=24fl; eave=4fi; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires Continuous bottom chord bearing. 6) This truss has been designed for a 10.0 last bottom chard live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fat between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 10. 2, 12 except Qt=lb) 8=103, 13=205, 11=227. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or Consult qualified building designer. 10) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A. Albert PE No.39388 MiTek USA, Inc. FL Cen 6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING -Verity tlesign Parame'ell antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/031205 BEFORE USE. Design valid for use onlywinr MTeksaconnenam. Tbis design is based only upon parameters shown, and is for an indiNdual building component, not a truss system. Before use, me building designer must very the applwN14 of design parameters and properly incorporate this de4gn Into the overall building design. Bracing indicated is to prevent buckling 0 Individual truss web arwbr cbaN members only. AEdriumal temporary and permanerd bracing MiTeK is always required far stability and to prevent collapse win possible personal mjuryand prppedy damage. Forgenemlguidanceregamirgthe fabrication,Storage, deavery,erectlon and bracing ofbusses and pass systems.see ANSINT11 Dualffy Cdleda, DSB49 andBCSl Building Component fi904 Parke East Blvd. Salefylnforma6pn avaaable ham Tmss Plate Instdals, 218 N. Lee Sheet, Suee 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type thy Ply J38116-Telese 95 T17633389 J38116 PB10 Piggyback 10 1 �IldSomdthnft Job Reference ---•—_--• ...... 0.4— b 11 0 4U I V LvU I uK LFIaUbaIVv, ffl�. I nu dw ip vo:v r:au LU le rages ID:FxputPbTngKYwnbIRONUUpyxCOT-q1 TORwooxfzOybYLIsKf2BmMkUrF5457UWBrgywuV? m 12 4x4 = 4 _ D 9 8 3x4 tx4 II 1x4 II IA II 3x4 = Scalea2'=1' 1450 LOADING (psf) SPACING. 241-0 CSI. DEFL. in (loc) Mail Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) -0.00 6 n1r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Hoa(CT) 0.00 6 n/a rda BCDL 10.0 Code FBC20177TPI2014 Matrix-S Weight: 50 lb FT=0 LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12.6-12. (lb) - Max Hoe 2=-124(LC 6) Max UpIiR All uplift 100 Ib or less al joinl(s) 2, 6, 9 except 10=-204(LC 8), 8=204(LC 8) Max Grav All reactions 250 lb or less at joint($) 2, 6 except 9=388(LC 1), 10=415(LC 17), 8=415(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. WEBS 4-9=302/84, 3-10=349/227, 5-8=-349/227 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (&second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about 8s Center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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-&0 fall by 2-0-0 wide will M between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 2, 6, 9 except gt=lb) 10=204, 8=204. 8) See Standard Industry Piggyback Tmss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Thomas A. Albert PE No.39360 MiTek USA, Inc. FL Cert6634 9904 Parke Fast Blvd. Tampa FL 33610 Data: July 18,2019 WARNING - Verity design pa/amalws and READ NOTES ON THIS ANOINCLODED M TEH REFERENCE PAGE M14I4I3 rev. 10/030015 BEFORE USE. Design valiit for use only with MTeM wnneclan. This design is based only upon parameters shown, and is for an individual bueding component, na a truss system. Before use, the building designer mug verify the appboabiey of desgn parametem and properly incoryomle this design into the overall buiMingdesign. Bracing indicated is to prevent buckling oflndividuat truss web singer Nord members only. Additional temporary and permanent braoing MiTek' Is aMays r"u'ved for Stability and to prevent collapse with possible personal iNurymtl property damage. For general guldance regarding the fabregon,nonage,delivery ereWon and bmdng of"wes entl truss systems, we ANSI7P11 Duality Cdom., DSB49 and SCSI Bulgding Cpmponed 6964 Pane East Blvd. Salielylnrcnnadon availableffam Tmss Plate InstROO.218N.Lee$ O.Suite312.Alexandra,VA22314. Tampa. FL 3661D Job Trus Tnlss Truss Type Cry Ply J38116-Telese Bldrs.SpendthrA95 T77633390 Job116 Piggybacc 1 1 Job Ref(optional) Truss, Ft. Pierce, FL 34946 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Jul 18 08:01:512019 Page 1 ID:FxputPbTngKYwnbIRCNU UpyxCOT-ID t mfGoOiz5FZ17XrasubPlU1 ugjgXMHjYikNGywuV_ Scale =124 4 4x4 = 4x4 = en ]x 3x4 = 8 7 3x4 1x4 II 1x4 II 14S 6 LOADING (psQ SPACING- 2-0.0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.44 VerULL) 0.02 6 Fir 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(CT) 0.03 6 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.07 Horz(CT) 0.00 5 n/a Na BCDL 10.0 Code FBC2017/7PI2014 Matrix-S Weight: 49 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ac pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 Be bracing. OTHERS 2x4 SP NO3 REACTIONS. All bearings 12-6-12. (lb) - Max Hom 2=102(LC 7) Max Upliff All uplift 100 lb or less at joint(s) except 2=160(LC 8), 5=160(LC 8), 8=-140(LC 8), 7=-140(LC 8) Max Grav All reactions 2501b or less atjoint(s) except 2=317(LC 1). 5=317(LC 1), 8=465(LC 17), 7=465(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-8=-352/149,4-7�352/148 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) Gable requires Continuous bottom chord bearing. 6) This truss has been designed for a 10.0 pat bottom chord live load noncencument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable ofwithslanding 160 lb uplift at joint 2, 160 lb uplift at joint 5,140 Ib uplift at joint 8 and 140 lb uplift at joint 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Thomas A- Albani PE N09380 MiTek USA, Inc. FL Cert6634 6904 Parke East BNd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verity design Paramelen and READ NOTES ON THIS AND INCLUOEO MITEK REFERENCE PAGE oil 7473 m¢ 1010312015 BEFORE USE. Design mind for use onywdh Mirada connector.. This design is based only upon parameters shaan, and Is for an imcmdual building component, no a truss system. Before use, the bulking designer must vanythe applicability, ofdesgn parameters and properly incoryarate this design Into the awrall ��-��•YYY buildingdesign. B.Mgindicatedistopmve but gofkdiAdual Wssweb MWN UoMmembemony. Additional temporary and permanent bracing MiTek' is allays required for stability and to prevent collapse With possible personal injury and property damage. For general guidance, regarding the fabnration, storage. dabs, erection and bracing oftrusses and buss systems, see ANSNP11 Cooi,Crdeda, DS"9 and SCSI Building Component 6904 Parke East BNd. Saletytnformallon avalable fmm Truss %ale InsWule, 218 p1 Lee Sleet, Suite 312. Alexandra. VA2Zf14. Tampa, FL 36610 Job Truss Truss Type Qty Ply J38116-Telese Bldrs.Spendthdft95 T17633391 J38116 PB12 Piggyback 7 1 Job Reference (optional) ••_- .,...�., ma um as ugmral mla rage s ID:FxputPbTn9KYwnbIRQNU UpyxCOT-ID7 mfGoQiz5F07XrasubPIYCuB1 gXSHjYikNGywu\ 145b lass Scale =1:24 4 4x4 tx4 II 4x4 = m 3 4 5 3x4 = 10 9 8 3x4 = 1.4 It 1x4 II 1.4 II 14-" LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(CT) 0.01 7 Nr 120 BCLL 0.0 Rep Stress Ina YES WB 0.07 HOrz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix-S Weight: 47 I6 FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-6-12. file)- Max Horz 2=-66(LC 6) Max Uplift All uplift 100 Ile or less al loinl(s) except 2=118(LC 8), 6=118(LC 8), 9=203(LC 5). 10=-112(LC 5), 8=-111(LC 8) Max Grav All reactions 2501b or less aljoint(s) 2, 6 except 9=381(LC 17), 10=340(LC 1), 8=340(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-9=329/223, 3-10=257/126, 55=257/124 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf, h=20f1; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Pmvide adequate drainage to prevent Water policing. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires Continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-P0 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 118 He uplift at joint 2, 118 lb uplift at joint 6, 203 to uplift at joint 9, 112 16 uplift at joint 10 and 111 lb uplift at joint 8. 9) See Standard Industry Piggyback Truss Connection Detall for Connection to base truss as applicable, or consult qualified building designer. Thomas A Albani PE N09380 MiTek USA, Inc. FL Cart 6634 9904 Padre East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING - Verily tlesi9n parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 re¢ 1NOSQ0r5 BEFORE USE. Design valid peruse onywNt MTeM connectors. This design is based any upon parameters shown, and is for an inrlimclual budding component, not a Wes system. Before use, me building solderer mustveny the appGrabildy of design parameters and pmpedy incorporate this design WOUpi overall buikingdesgn. Bracing indicated is to prevent buckdng ofindimdualtruss web savor chord members only. AddElonal temporary and permanent bracing MiTek' Is always auluired for Steady and to prevent eollapse with possible personal injuryand property damage. Forgenemlgukanceregariingthe fabdcadan, storage. delivery, erection and betting ofbusses and Wass "ems, we ANSVTPI1 Quairly Cdvda, DSB89 and BCSr Building Compommr 6904 Parke East Blvd. - Saferylnformadon a flable tram Tmss Plate Ins kb e.218 N. Lea S e. Suds 312. Alexandria. VA22314. Tampa, FL 361 Job Truss Truss Type Qty Ply 138116-Tales. Blda.Spandthnft 95 T17633392 J38116 PB13 Piggyback 1 1 Job Referenda (optional) easy coast cuss, rL rIerC9, I'L J4940 8,240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 08:01:52 2019 Pagel ID:Fxpu Pb7ngKYvmbIRQNUUpyxCOT- Qb8scp2THD6BvikPHN77cnzHW1 ZooxCRluiymuUz Scale-1:24.4 6.00 12 4x4 = ix4 II 3 40-0 i � 13 4x4 = 3x4 = 12 11 10 9 3x4 = 1x4 II 1x4 II 1x4 It 1x4 II Plate Offsets (X,Y)— [9:0-2-8 0-0-81 [70:0-2-8 0-0.81�11:0-2-8 0-0-8��12:0-2-8 0-0-87 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (foe) I/defl Ud PLATES GRIP TCLL 30.0 Plate Gnp DOL 1.25 TC El Ven(Ly -0.00 7 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.10 Ven(CT) -0.00 8 Nr 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.06 Horz(CT) 0.00 9 n/a nla BCDL 10.0 Code FBC20177TP12014 Matnx-S Weight: 42 IS FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 640-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-6-12. (Ib) - Max Hom 2=30(LC 6) Max Uplift All uplift 100111 or less atjolnt(s) 2, 7 except 12=-114(LC 4).9=-113(LC'5), 11=-187(LC 4), 10=187(LC 5) Max Gmv All reactions 250 IS or less al joinl(s) 2, 7 except 12=311(LC 1), 9=311(LC 1). 11=355(LC 18). 10=355(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-12=253/150, 6-9=253/150, 4-11=294204, 5.10=294/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=3.OpsY h=20ft; B=450; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) Gable requires Continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7 except Q1=lb) 12=114,9=113,11=187,10=187. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Theme A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verify des,d parameters and READ NOTES ON rMS AND INCLUDED MITEK REFERENCE PAGE M147173rev. ION3R015 BEFORE USE. • DesignvgWforuseonlywhh MTek®wn Wom.TNsdesign Isbased"uponpuamMemshown,andistwan IndiNdualbuildingcomponentnth a Mass system. Before use, the building designer must vedytld apphabilhy of design parameters and property roorp"O MIS design Motbe overall buildingdesgn. Bating indicated is to prevent burMNg of indMdual Inns web aeVr ChoN members only. AddnionallempomgaMpnmembracmg MiTek' Is always r69ubed for Stability and to prevem collapse with possible personal Injury and property damage. Far gencal guic ante regading the fabdagonn,Storage. detivery,erection and bmdng Mousses and Wss systems,see ANSUFP/f Ouli(yCdfeda,OS"9andBOSl BuedMg Component 691 Parke East BIM. Safefyfnformadon available Sam Tribes PIMA Institute, 218 N. Lee Street Sucre 31Z Alexandra, VA 22314. Tampa. FL 36810 Job Truss Thu aType Oty Ply J38116-Telese Bldrs.SpendthA95 T17633393 J38116 4 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 i 8.240 s Jun 82019 MTek Industries, Inc. Thu Ju11808:01:532019 Pagel ID:FxpulPbTngKYwnb1RONUUpyxCOT-Ec8X3yghEaLyp3Hv ?uMggOvOhrLIR ZAsBrR9ywuUy 3UI 2 2x4 1 Scale=1:7.7 Plate Offsets (X,Y)— 12:0-2-0,Edgel LOADING (pst) SPACING- 240 CSI. DEFL. in (too) VdeO Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.16 Vert(CT) n1a - Was 999 BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(CT) 0.00 3 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: ll lb FT=0% LUMBER - TOP CHORD 20 SP No.3 SOT CHORD 2x4 SIG No.3 REACTIONS. (Ib/size) 1=152/4-0-0,3=152/4-0-0 Max Horz 1=25(LC 7) Max Uplift 1=-57(LC 8), 3=-57(LC 8) FORCES. ite) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; SCDL=3.0psY h=20ft; B=45ft; L=2411; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 1001b uplift atjoint(s) 1, 3. Thomas A. Albert PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33010 Data: July 18,2019 ®WARNING -Vanfy design Parameters and READ NOTES ON THIS AND INCLUDED oTEK REFERENCE PAGE 148-7473 rev. 10.0312015 BEFORE USE. castle valid Mr use omywM MTek®connector. This design 13 based only upon parameters shown, and Is (man Indiv dual Wilding component, not a Wss system. Before use, ma building designer must verify Me applicability of design parameters and property Inmryomte this design Into Me overall building design. Bracing iMicated is to prevem Wulding of individual truss web anow sherd members only. Addtinnal temporary and petmanembracing MiTek' Is eWe, requtedAr staNiityand W inmantmllapse win passible personal inluryand pmpeM damage. Forgenerlguldanceregamingthe fabrl.k.,storage,calvary, erection and trading ofhussas and truss systems, see ANSI/(Pill QuAWy Crlyda, OSB49 and BCSf Building COMPORker 6904 Parke East Bind. S.Mayfnicasko ton avalabl. hoe Truss Plar IngRO., 218 N. Lee &reeb S fte 3l2. Alexandra, VA V314. Tampa. FL 36610 Job Truss Truss Type pry Ply J38116-Telese Bldrs:SpenCthrift 95 T17fi33394 J38116 VB Valley 1 1 Jab Reference [optional) ____... &UJis I u,:or eu d rages Scale =1:14.9 4x4 = 2 3 4x4 = 6 5 2x4 4 1x4 II 1.4 II 2x4 C 3-141 49-8 84]-0 3-2d I 1-7-0 3-2.8 � LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) VdeO Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a - n/a 999 MT20 244119CI TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.03 Hoa(CT) 0.00 4 rda Na BCDL 10.0 Code FBC20177TPI2014 Matrix-P Weight: 26 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-0-0. (lb) - Max Ho¢ 1=47(LC 7) Max Uplift All uplift 1001b or less at joint(s) 1, 4, 6, 5 Max Grev All reactions 2501b or less al joint(s) 1, 4, 6, 5 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (fig) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 6.0-0oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh, BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrant with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001to uplift at joint(s) 1, 4, 6, 5. Thomas A Alberti PE No.39380 fdiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa FL 33610 Dam: July 18,2019 ®WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE MIJ-7473 rev. ld'03/3015 BEFORE USE. Design valid far use only with MTek® connectors. This design is based only upon parse tens shown, and Is for an mdivlduD bu9Eing compotrem, not a truss system. Before use, the building designer must wily me appGrability of dentin parameters and property mcvporme PIs design Into the overall buildingdesign. Bracing indicated is to prevent buckling of Individual boss web Never chord members only. Adddlonal temporary and getmanembracing MiTek' IsWwaysrequlmdrorstabitiywdtopremnlwHapmwdhpossibtepersmulinju mdpmpetrydamago. For general guidance regarding Me fabdcafien, storage. delivery. erection and bracing Wtneses and truss systems. see ANMTFI1 Dually Castle, DSB49 and SCSI Building Component 6904 Parke East Slid. SafeylnMtmerlon av i0 ble fmm TNSS Ml a tngt Oe.216 N.lewireet. &fte 31$ Alemndria, VAM14. Tampa. FL MID Job Truss Truss Type Oty Ply J36116-Telese Bldrs.Spendmrin95 T77633395 J38116 ZCJ1 Jack -Open 24 1 Job Reference (optional) mass'easv I russ, rt. nerve, rL a dem 3 5.24U S dun d WU1s Mi l eK Inausmes, mc. l nu rim lb Od:01:b4 zo1B Style= 1:7.7 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.25 TC 0.11 Ven(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.04 Vert(CT) -0.00 6 n/r 120 BOLL 0.0 ' Rep Stress Ina YES INS 0.00 Horz(CT) 0.00 Na Was BCDL 10.0 Code FBC20177TPI2014 Matnx-MP Weight: 3lto FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or0-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 641-0 oc bracing. REACTIONS. (lb/size) 2=110/Mechanical, 3=0/Mechanical - Max Holz 2=83(LC 1), 3=83(LC 1) Max Uplift 2=-82(LC 8) Max Greg, 2=110(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and fight exposed ; end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 2. Thomas A. Albani PE No.39300 MiTek USA, Ina FL Cat 6634 6904 Parke East Blvd. Tampa FL 33910 Data: July 18,2019 ®WARNING-Vmity design parameters and READ NOTES ON RMSANO INCLUDED ATTEK REFERENCE PAGE IN1.7473 rev, I&V312015 BEFORE USE. Design valid mruse onywah MTek®connedan. TNs design Is based ony upon Parmeers spawn, and is M an IMiNdual Aulding component, not abuse system. Before use, the bmlding designermusl vedythe appGrabiliyof desgn parameters and propeay recipients this design into the overall buildingdesan. Bracing indicated is to prevent bucking oflMMdual truss web andlor chord members only. A4ditionat temporary and permanent bracing MiTek' Is always required for Stability and to prevent cogapsawah possible personal injury and propeMdamege. Forgenemiguidanceregardingthe fabrication, storage, degvey. erection and aradng drtnsses and truss systems. see ANulnelf 0uagy Colaida, DS949 and SCSI Building Component agent Pane East 8W. SareylMarmatlpn available ham Truss Plate lnstaWe,]1aN.Lea Street. auRe Jl3, Alexandria, VA 93316. Tampa, FL 36610 Job Truss Truss Type Div Ply J38116-TeIes.BIdrs;8pendthrM95 T176333% J38116 ZCJ3 Jack -Open 24 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MITek Industries, Inc. Thu Jul 1808:01:552019 Pagel Scale -1:12 8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.40 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES INS 0.02 Hou(CT) -0.03 3 That n1a BCDL 10.0 Code FBC2017[rP]2014 Matrix -MP Weight: 12 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=-100/Merhanlw1,4=132/MechaniCo1,5=556/0-8-0 Max Horz 5=84(LC 8) Max Uplift 3=100(1-C 1), 4=132(LC 1), 5=309(LC 8) Max Grav 3=36(LC 8), 4=66(LC 8), 5=556(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS M- 316/177 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES. 1) Wind: ASCE 7-10; Vufi=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=3.Opsf; h=20ft; B=4511; L=241t; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about Its Center. 4) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) 3 except jt=1b) 4=132,5=309. Thomas A. Alban! PE No.39380 MITek USA, Inc. FL Can6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 ®WARNING - Vent' d.sign Panmerms nrd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110147473rw. laTMa15 BEFORE USE. Design wand for use Onywdh Mirada conneclora. This design Is based =I/upon parameters Shawn, and is for an IMividual lending Component, net a MISS system. Before use, the building designer must verify the Bc,11whildy of design parameters and prepedy incorporate Nis design into the overall huidNgdesign. Bracing indicated is to prevent bucking of lndivdualtess web andlor snord members only. AddillonaltemporeryaMcermanembracing MITek' Is always required for stabiBy and to prevent wgapsa wdh possible perwnal lNeyand property damage. Fcrgeneralguidanceregardingthe fabdratlon,nomge,delivery,emdionmdbradngoftmssesandwsssystems,ue ANSVrPlf Qualify Dineen, DS049 end BCSI Building Component 6904 Parke East Blvd. Saraylnrarmed.S avagable M1om Trvas %ale InSIM1We, 218 N. Lee $Ireel, Suae J13, Alexantlru, VA 2231<. Tampa, FL 36610 Job Truss Truss Type Ott, Ply J38116-Telese Bldrs:SpendthriR 95 T17633397 J38116 ZCJS Jack -Open 10 1 Job Reference (optional) Truss, FL Pence, FL 34945 8240 s Jun 82019 MiTek Industries, Inc Thu Jul 1808:01:552019 Pagel ID:FxputPbTngKYwnbIRQNUUpyxCOT-B_GHUdsxmCcg2MRJ4PwgIFT9zVUxmL5sdAgyVly.Uw 4.114 4-114 Scale =1:17.7 2x3 II LOADING (pso SPACING. 20-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.01 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vart(CT) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES VVB 0.02 Horz(CT) -0.04 3 Na Na BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: l8 lb FT=0% LUMBER- BRACING - TOP CHORD 20 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=78/Mechanical, 4=-5/Mechanical, 5=47110.8-0 Max Ho¢ 5=141(LC 8) Max Uplift 3=72(1_C 8), 4=6(LC 5), 5=223(LC 8) Max Grav 3=96(LC 13), 4=31(LC 6). 5=471(LC 1) FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(Ib) or less except when shown. WEBS 2-5=-339/195 NOTES- 1) Wind: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf BCDL=3.Opsf, h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placementtolemnces or rough handling and erection Conditions. His the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load noncencurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 5=223. 8) This truss design requires that a minimum of7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Nbani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING. Verity design Paramelen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473,1, 1MWROts BEFORE USE. Design valid for use onywah MTeWconnectods. Tits design is based only upon perimeters shown. and is Wan iMlddual Wiring component. not e truss synem. Before use, the Indking designer mustwriy the appeabilay of deep gammetera and properly incorporate this design We Me overall my buidingdesign. Brecing Indicated is to proven Woking of lndMdual Mass web andin snort members only. A4ddiondWWoraryaMpennaneMbr3chg MiTek' is rowers required for stability and to prevent co0apse with possible personal injury and property damage, Forgenemlguldawenegardingthe fabrication. storage, delivery, eradon and among Ofbusses and "as systems, see ANSOTPH Dually Cdfede, DSB49 end SCSI Building Component e904 Pease East BIM. Salerylnfmmagan available from Truss Plate InstaNe, 218 N. Lee Street, Suds eta Alexandria, VA22314. Tampa, FL Who Job Truss Truss Type Oly Ply Bldrs: Spendthrift 95T17633396J3B116 ZCJ5A Jack -Open 2 1b L8116-Telese Reference (optional) Truss, FL Pierce, FL 34946 8.240 s Jun 8 2019 Mifek Industries, Inc. Thu Jul 18 08:01:56 2019 Page 1 ID: FxpaPbTngKYwnbIRONUUpyxCOT-MgrizsZXVkXgWOVe7R31SOFRvorVojOsgPV l UywuUv 4-114 4-114 3x3 = 411-4 Scale=1:17.7 LOADING (psQ SPACING- 247-0 CSI. DEFL. in (too) Vdeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.05 3-6 11999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(CT) -0.08 3.6 >763 180 BCLL 0.0 ' Rep SVess Incr YES NIB 0.00 HOR(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 16 lb FT=0 LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N1.3 BOT CHORD Rigid telling directly applied. REACTIONS. (lb/size) 1=268/Mechani=I, 2=197/Mechanical, 3=71/Mechaniwl Max Hoa 1=139(LC 8) Max Uplift 1=-59(LC 8), 2=-130(LC 8), 3=10(LC 8) Max Grev 1=268(LC 1), 2=199(LC 13), 3=93(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown NOTES. 1) Wind: ASCE 7.10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its Center. 4) This truss has been designed for a 10.0 per bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift at joint(s) 1, 3 except tjt=lb) 2=130. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheeVock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MlTok USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verily inslgn pvamelen and READ NOTES ON THIS AND INCLUDED a11TEN REFERENCE PAGE MIF1473 rev. iMM015 BEFORE USE. Design veld roe use ontywhh MRek®connecon. This design is based only upon praersons shown, and is for an inairidual building component, not a over system Before use, the building designer must verity the applicability of deep parameters and propeM incorporate this design Into Me overall buildingdeugn. Bacep indicated is to poem buokRin, 0lndMdual truss web anwor chord members ony.fWtlIDonaltentedniyandpennanembracing WOW Is aWw requkedforSlabildyandtopaMNc U.psawahpos9hlepenonalinju mdpmpeMdamage. ForgenerelguldancengaNingthe fabrlwlion. storage. delivery. election and baling ofbusses and truss system;see ANSUT11 Quality Woods, DSB49 and BCSr Building Component 69041aaly EastBlvd. Sarety/nlormadanavalableram TrussPlata InMRNe.21e N.LeaS et.Suge3lZAleaandda,VA22314. Tampa. FL 36610 Job Truss Truss Type Day Ply J38116-Telese Bldrs.-Spendthrift 95 T17633399 J38116 ZCJST Jack -Open 4 1 Job Reference (optional) East Goasl Truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MITek Industries, Inc Thu Jul 18 08:01:57 2019 Page 1 ID: FxputPbTngKYwnbIRONUUpyxCOT-7NO1 vJtBHpsOHgbhCgzlgg`N4M9EFb95U93awywuUu 44.3 4.114 4-43 0-7-1 24 II 2-03i 9 4-3 4-03 4.114 iv-0-0 1-0-0 I 1-00 I 0-7.1 I Scale = 1.17.7 Plate Offsets (X,Y)— [2:031,0-0-0]. [8:0-0-12.0-2-01 (8:04130-1-91 LOADING (its!) SPACING- 2-0-0 CST. DEFL. In (loc) BdeO Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.02 6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.36 Vert(CT) -0.03 6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.02 Hom(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 231b FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3'Except' 2-9: 2x6 SP No.2 REACTIONS. (Ib/size) 3=83/Mechaniwl, 4=10/Mechanical, 9=49910.8-0 Max Hon: 9=141(LC 8) Max Uplift 3=72(LC 8), 4=-2(LC 5), 9=215(LC 8) Max Grav 3=99(LC 13), 4=61(LC 3), 9=499(LC 1) FORCES. lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 8-9=.326/183, 2-8=324/197 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsp BCDL=3.0psf; h=20ft; B=451t; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directions]); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift atjoint(s) 3, 4 except (jt=lb) 9=215. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alberti PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Paden East Blvd. Tampa FL 33910 Data: July 18,2019 ®WARNING-Vadfy designpadmelme and READ NOrES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-74T3 rev. VIV3/2D19 BEFORE USE Design vMk kr use onywith MRekMoonnecturx This design is basedarty upon parameters shown, and k loran individual bue6ng cemponeM, net ®eR abusssystem.Berms use, me bulking designer must vedyme appacabley oldesign parametersand paperykmmorsi thb design Intotheovedg ��Yf buidingdeslgn.BraekgindiratedistopmNantbuckting oflndivldual WsawebanWwaom membemony. Additional tempomryand perremembracing MiTek' is alwaya required nor stability and to prevent collapse with possible personal injury, and property damage. For general guidance regarding the fabikadon.stodge,delivery. erection and bradlg oftdsses and truss systems. see aleralrf Dualiry Cdloda, DSB49 antl Best Building Component 6904 Parke East 8IW. aersylahmmWon available from Truss Plate Institute. 218 N.Lee Eased. suite 312. Alexandria, VAM14. Tampa, R. 36610 Job Truss Truss Type City Ply J38116 ZEJ4 Jack -Open 2 1b L8116-TeleseBldrs-Spendthrift95T17fi33400 Reference (optional) East coast Iwas, Fl. rlerce, FL 34946 8.240 s Jun 82019 MTek Industries, Inc. Thu Jul IS 08:01:572019 Pagel ID: FxputPbTngKYWnblRONUUpy%COT-7NOlvJtBHpsOHgbhCgzlggYV41A EFe95U93awywuUu 4-2A 4-2-8 Scale: 3/4'=1' 2.3 II LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.41 BC 0.37 WB 0.02 Matrix -AS DEFL. in Vert(LL) 0.00 Vert(CT) 0.01 Horz(CT) -0.04 (loc) Vde8 Lld 4-5 >999 240 4-5 >999 180 3 FIB nla PLATES GRIP MT20 2441190 Weight: 16 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structure] wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=34/Mechanical, 4=-29/Mechanicel, 5=46010-8-0 Max Hom 5=120(LC 8) Max Uplift 3=46(LC 5), 4=29(LC 1), 5=230(LC 8) Max Grav 3=56(LC 13), 4=20(LC 6), 5=460(LC 1) FORCES. (Ib)-Max. Comp.IMax. Ten. -All forces 250(I1b) or less except when shown. WEBS 2-5=-307/174 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd-124mph; TCDL=5.Ops/; BCDL=3.Opsf h=2Dff; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconwment with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will B between the bottom chord and any other members. 6) Refer to girder(s) for miss to miss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (1=11s) 5=230. 8) This miss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39390 MTTek USA, Inc. FL Cart 9634 0904 Parka East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verily devgn➢aramenns and READ NOTES ON THIS ANDINCLUDED MITER REFER£NCEPAGE Mlbrq] rov. 10N3R01S BEFORE USE. Design valid for use onywith MTek® connectors. This design is based only upon pammaters shown, and is mi an ddlAdual builGiy component, nU a miss syslem. Before use, Elm building designer mustvedythe app cabiayof ildip pammeters and property hoaryorate Mb design imo me overall buildnal gdesign. BoxmgiodicedistopreventbucklingoflndiViNalVwNON ussebandlormembersonly. Addigonaltempomryandp ma eMbmcing MiTek' Is always requ'ded for stability and to prevent ca9apsewith possible personal Injury and pmpeM damage. Fargenemlguldancemgardingthe fabrication. storage, delivery, emomn and trading oftusses and miss systems. see ANSVITH Quality Coterie, DSB49 and BCSI Building Component 6904 Parke East Blvd. Sofeylnlormoflen available ham Truss Plata lnstaule,218 N. Lee Seem. Suite 312 Xenvandrk, VA22314. Tampa, FL MID Job Truss Truss Type Dry Ply J38116-Telese Bldrs-Spendthrift 95 T17fi33401 J38116 ZEJ4G Jack -Open Girder 2 1 Job Reference (optional) truss, Ft. Pierce, FL 34946 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 OB01:582019 Page ID:FxputPbTngKVwnbIRONUUpyxCOTbZy07fup27 Fvg9umYOXNt5jkiWKzirJK8uc6MywuUt 4-2-B 4-2.8 Style: W4'=1' 2.4 II LOADING (psQ TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.22 BC 0.30 WE 0.02 Matrix -MP DEFL. in Vert(LL) -0.00 Vert(CT) -0.01 Hom(CT) -0.03 floc) Well L/d 4-5 >999 240 4-5 -999 180 3 n/a me PLATES GRIP MT20 2441190 Weight: 16 to FT=0 LUMBER- BRACING - TOP CHORD 2X4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0cc bracing. WEBS 2x6 SP No.2 REACTIONS. (Ib/size) 3=48/Mechanical, 4=81/Mechanical, 5=58310-B-0 Max Hom 5=120(LC 8) Max Uplift 3=-49(LC 5). 4=-50(LC 14), 5=-263(LC 8) Max Grav 3=67(LC 25). 4=87(LC 25), 5=583(LC 1) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250(lb) or less except when shown. WEBS 2-5=-268/194 NOTES. 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf, h=20g; B=45ft; L=2411; eave=411; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ito uplift at joint(s) 3, 4 except jt=1b) 5=263. 7) Use USP SUH24 (With 4-1Od nails into Girder & 2-1Od x 1.1/2 nails into Truss) or equivalent at 3-1-1 from the left end to Connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 8) Fill all nail holes where hanger is in Contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Incease=1.33, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=90, 4-6=20 Concentrated Loads (lb) Vert: 9=248(F) Thomas A Albani PE No.39380 MiTek USA, Me. FL Cert6634 6904 Padre East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING -Verity dINIn panmalers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11!147473 rw. IaV. 015 BEFORE USE. Design vale far use onyw'M MM.AD wnnedors. This design Is based only upon parameters Mown, and is for an thdrAdual building wmponenL not ��• a MISS System. Sense use, Me building deslgner must venythe appOcaeilM of design promoters and property Nwryamte this design into the overall buiMingdesign. BmcbglndicatedistoprowMbuc hgofhdividualWssWebMWWdloMmemb¢many. AOdaiOnaltemporaryaMpermanendbracing MiTek' is allays required for Stability and to prevent au0apse with possible personal Injuryand property damage. Forgeneral guidance regan ing Me fabrication, storage. delivery, eredion and bradng of WSses and buss systems, see ANSUTHf quality Cdreda, DSB-99 and BCS1 Bullding Component 6904 Parke East Blvd. Saferylnformmldn av flable Wm Tmss mme tnet0e, 218 N. Lea Weet,SuAe 3lZ Nexandda, VA 22314. Tahoe, FL 36610 Job Truss Truss Type pry Ply J38116-Telese Bldrs.Spendlhrit 95 T17633402 J38116 ZEJS Jack -Open 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x3 II 8.240 s Jun 82019 MiTek Industries, Inc Thu Jul 1808:01:592019 Pagel ID: FxpumPbTngKYwnbIRQNUUpyxCOT-3mWoK?vRpQ66X k4JF?mv5er?6ni95SYoe9eoywuUs Scale=1:17.6 LOADING (par) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 240.0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017rFP12014 CSI. TC 0.44 BC 0.35 WB 0.02 Matfix-AS DEFL. in Vert(LL) 0.01 Vert(CT) 0.01 Horz(CT) .0.04 (too) Vde0 Ud 4-5 >999 240 4-5 >999 180 3 me We PLATES MT20 Weight: 181b GRIP 244/190 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (Ib/size) 3=76/Mechanical, 4=-6/10echanical, 5=47010-8-0 Max Herz 5=140(LC 8) Max Uplift 3=71(1C 8), 4=6(LC 1).5=223(11LC 8) Max Grav 3=93(LC 13), 4=30(LC 6), 5=470(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-3361194 NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=3.Opst h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurr ant with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 5=223, 8) This muss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheehock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Can6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 AWARNING-Vorifydesign Panmelen antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nl47473m¢ IW034015BEFORE USE. Design valN for use onlywah MiTei® ccnnedors.This design is based only upon parameters shorn. and is for an Individual building component, no a suss system Before use, the building designer mustveny the appfabllify of design Parameters and prepedy irwryorate the design Into the overall buildingdesign. DimcingiMicated is to prevent budRg of Individual truss web andfW chord members". lWddnnaltemporaryendpermanembracing MiTek' Is allays required for stebifn and to prevent magpie with possible permnal injuryand Property damage. Forgenerelgodameregardingthe fmdcatee.storage, detivar,erection and bracng oftnasses and truss system. see ANSUITH Duality Cdteds, OSS49 and BCV Building Component e911 Parke East BNd. SafeyinformNan available from Truss Plate Institute, 218N. Lee SVeeL Suite 31Z Alexandria, VA 22314. Tama, FL dealt) Truss Type Oty Ply J38116-Telese eltlrs: Spendthrik 95 ��Tms6s 1:1,11116 T17633403 Jack.( 1 1 .lob Reference (options[) d.Z4u s Jun U ZU19 MI Iek Industries, Inc. Thu Jul 1808:01:592019 Page l I D:FxputPbTngKYwnbIRONUUpy COT-3mWoK?vRp066X_k4JF?mv5eos6sWi9?SYoe9eoy Us Scale =1:22 2 " 1-8-3 0-0-0' 4-2-5 ' LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(L-) -0.02 4-5 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.30 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.03 Horz(CT) -0.04 3 n/a File BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 22 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (Ile/size) 3=143/Mechanica1, 4=26/Mechanical, 5=515/0-8-0 Max Hom 5=177(LC 8) Max Uplift 3=-114(LC 8), 4=6(LC 5). 5=225(LC 8) Max Grav 3=157(LC 13), 4=62(LC 3). 5=515(LC 1) FORCES. fib) - Max. Comp./Max. Ten. - All forces 250 (Ile) or less except when shown. WEBS 2-5=413/245 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCOL=3.0psf, h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked fora plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=114,5=225. 8) This truss design requires that a minimum of 7tl6" structural mod sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Themes A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6903 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 &WARNING-Verifluml9n Oanmelers and READ NOTES ON THIS AND INCLUDED &UTEK REFERENCE GAGE MII-7473— 10/0312015 BEFORE USE. �*R Design valid forum only with MiTek® cennedan. This design is based only upon paromatere shown, and is for an individual building rCmponenL not pgFT a Cass system. Before use, the building deslgnermustveny Me applicability of design parameters and properly lnooryomte Nis design into Me ommal ■■■��•YYY■■ buildingdesign. Bmcing indicated is to present WCMng of individual truss web and7or chord members only. Addaionaltempoudy.rapemanembracing MiTek' isahvaysrequbedforMabilityandtopmmMcogapmwdhpossiblepemonalinjugwdpmpedydamage. Forgenemlguimneeregardingthe fabrication, Storage, delivery, erection and bracing of busses and Ws a systems.see ANSVITP1l Quality Crrmde DSBJl9 and BCSI Building Component 6904 Pada East BIW. S.Mlyinformalion availablefrom Truse Plate Instrute, 21H N. Lee Slreel. Suee 31a Alexandria, VA22314. Tampa, FL 3WI0 Jab Truss Truss Type pry Ply J38116-Telese Bldrs: Spendth rit 95 T17633404 J38116 ZEJ7 Jack -Open 33 1 Job Ref(optional) Eric uoasl Truss, ri. rlerce, FL.wa46 as II 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 08:02:00 2019 Pagel ID:FxpwPbTngKYWnbIRQNUUpyxCOT-Xy3AXLv4akEz88JGt WlSIAyNWBDReAbnSNjAFywuUr Style =1:232 ' 1-8-3 0-0-0' 411-13 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (roc) I/de0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) -0.05 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) -0.06 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Malnx-AS Weight: 251to FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=181/Mechanical, 4=41/Mechanical, 5=549/0-8-0 Max Harz 5=200(LC 8) Max Uplift 3=-139(LC 8), 4=6(LC 5). 5=231(LC 8) Meet Grav 3=194(LC 13), 4=80(LC 3), 5=549(LC 1) FORCES. (Ib) - Max. Comp.fMax. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5=-467/282 NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (--second gust) Vasd=124mph; TCDL=5.0psf; BCDL=3.Opsf, h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 fast bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24}0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=139, 5=231. 8) This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East SNtl. Tampa FL 33610 Date: July 18,2019 ® WARNING - Vent, d-i9n Para melers and READ NOTES On THIS AND INCLUDED MITEK REFERENCE PAGE ATIId413 rev. 1eN34015 BEFORE USE valid far use only wim Nil connectam. TIIis design is Cased only upon parameters Shown, and Is for an Individual building component, rim Lai' mas s ss sydem. Before use, the building designer must weyme applicability of design parameters and property incorporate INS design We the overall building design. Bmcmg indicated is to prevent budding of individual truss web waver cdoN members Any. Additional temporary and permanent bracing WOW aware required for stability and to prevent collapse with pcemble personal injuryantl property damage. Forgenerupwanceregmaingme fabrication, acmge,delivery, erection and biasing oftrusses and buss Systems, we ANSUTFfl Dualffy ordeals DSB49 and BCS1 Building Component 6904 parks East BIW. SaferylnromaVon avaeablebom TmssPlatetn bWe,218N.LeeS MSuite312,Alexandria,VA22314. Tampa. FL 26610 Job was Truss Type Cry Ply J38116-Telese Bldrs.Spendthrift 95 T17633405 J38116 ZEJ7A Jack -Open 5 1 Job Reference (optional) East Coast Truss, FL. Pierce, FL 34946 2,3 II 8.240 s Jun 82019 MTek Industries, Inc Thu Jul 18 08:02:00 2019 Pagel ID:FxputPbTngKYWnb1RCNUUpy%COT-Xy3AXLv4akEz88JGIZW?SIAyaWAxRcFbnSNIAFywuUr Scale=1:22.B 1- 3 04-0' 4-10-5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.08 4-5 >686 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(CT) 0.08 4-5 >734 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.03 Hom(CT) -0.09 3 n/a n/a BCDL 10.0 Code FBC2017?PI2014 Matrix -AS Weight: 24 Is FT=0 LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SO No.2 REACTIONS. (lb/size) 3=175/Mechanical, 4=39/Mechanical, 5=544M-8-0 Max Hoe 5=196(LC 8) Max Uplift 3=144(LC 8). 4=95(LC 5). 5=-328(LC 8) Max Grav 3=181(LC 13), 4=77(LC 3), 5=544(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-458/228 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL—S.Opsf; BCDL=3.0psf, h=20ft; B=4511; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to Uplift at joint(s) 4 except Ut=lb) 3=144, 5=328. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A AJbani PE Na.39300 INTO USA Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 WARNING - Verity design Parameters a.d READ NOTES ON THISAND INCLUDED MHEH REFERENCE PAGE M1nl-7473 rev, rd0]4015 BEFORE USE. Design valid Gr use onlywit, MTekWoannebon. This design is based only upon parameters shown, and is for an Individual building component, not a Imes system. Before use, me building designer must venlythe applicabiByof design parameters and property iexclu mle this design intothe overall buildingdesign. Bracing lMPated is to prevent bucking of individual Miss web andlor chord members onlyAD010ral temporary and permanent bracing MiTek' is always requtred for stability and to prevent collapse wah possible personal hjugwd property damage. Far geneml guidance regarding vie fabrication, storage, delivery, erection and bmong ofbusses and truss systems. Son ANSI?Plf quality Crkeffa, DSBA9 and SCSI Building Component 6904 Pads Fast Blvd Safeylnyonnadan available from Truss Plate Instaule, 218 N. Lee street, Suge3IZ Alexandra, VA 22314. Tampa, FL 36610 Truss Truss Type Oty, Ply J38116-Telese Bldrs.Spendthrift 95 FJob T176334W J38116 ZE37S Jack -Open 5 t Job Reference (optional) East Coast Truss, Ft. Pierre, FL U946 2x3 3x4 = 8.240 s Jun 82019 MITak Industries, Inc. Thu Jul 1808:02:012019 Pagel ID:FxputPbTngKYwnbIRONUUp"COT-?BdYlhmL2MgmHuTRg1 E? Wl47wUtA3y1067GjhywuUq 5-3-13 Seale = 1:23.3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING. 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.33 Rep Stress Incr YES Code FBC2017rTP12014 CSI. TC 0.85 BC 0.57 WB 0.00 Matrix -AS DEFL. in Vert(LL) 0.07 Verl(OT) -0.08 Hom(CT) -DAO (loc) Udell L/d 3-4 >842 240 3-4 >753 180 2 Na rda PLATES GRIP MT20 2441190 Weight: IS go FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=281/Mechanical, 2=215/Mechanical, 3=66/Mechanital Max Hoe 4=198(LC 8) Max Uplift 4=31(1_13 8), 2=160(LC 8), 3=-18(LC 8) Max Grav 4=281(LC 1), 2=221(LC 13), 3=99(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(Ib) Or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf, h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0t between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Refer to girder(s) for truss to truss Connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Is uplift at joint(s) 4, 3 except Gt=lb) 2=160. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39383 MiTek USA, Inc. FL can 6e34 69U Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ® WARNING -Verify unman parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev. IM34015 BEFORE USE, Design Valk for use only with Minekffi con xcums. This design is based only upon parameters shown, and Is for an indradual building component net a truss system. Before use, the building designer must verily 00 appawbi ty of design parameters and property Incorporate Me design into Me avea0 buiidingdeaign. Bracing indicated is to prevent sealing of lnciMdual Was web aiklor chord members only. Additional temparery and permanent bracing y Welk' is always required for stabiliy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, dervaN. emotion and bating oftasame and Was systems, we ANSVTPH Duolfy CHNUM, DS849 and BC31 Building Component 6904 Parke East Blvd. Sarerylnformadon avaaabk tram buss Plata lnst4Na.210 N. Lee SUeN, Buae312, Plexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply J38116-Telese�SII�Sonitlhrlft 95T17633407 J38116 ZEJTT Jack -Open 16 1 Job Reference East Coast Truss, Ft. Pierce, FL 34946 2x3 It 8240 a Jun 82019 MITek Industries. RIC. I hu Jul d 16 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) Ndeg L/d PLATES TCLL 30.0 Plate Gnp DOL 1.25 TIC 0.62 Vert(LL) -0.05 6 >999 240 MT20 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) -a 11 6 >541 180 BOLL 0.0 Rep Stress Incr YES WB 0.04 Ho z(CT) -0.06 3 me n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 29111 LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3•Except• 2-9: 2x6 SP No.2 REACTIONS. (lb/size) 3=184/Mechanica1, 4=49/Mechanical, 9=585/0-8-0 Max Hoa 9=200(LC 8) Max Uplift 3=-137(LC 8), 4=5(LC 5), 9=220(LC 8) Max Grav 3=196(LC 13), 4=96(LC 3), 9=585(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 8-9=-504/331, 2-8=452/292 NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsq h=20ft; B=451t; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and Tight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconctrrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 1001b uplift at joint(s) 4 except gt=11b) 3=137, 9=220. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 2019 Scale =1236 GRIP 2441190 FT = 0% Thomas A Albanl PE No.39380 MiTek USA, Inc. FL Cart66M 6904 Parke East Blvd. Tampa FL 33610 Oats: July 18,2019 ®WARNING -VIM, tlssign parzmelers and READ NOTES ON THIS AND INCLUDEDMITEK REFERENCE PAGE Mll-7473 rev. 10N12015 BEFORE USE. Design valid for use onlywah MTek® conneggn.Th6 design Is based only upon parameters shown, and Isar an individual building component, not a truss system. Before use, the building designer must verify the appgrabiay of design parameters and property hoorporate this design into the overall bugdlogdeagn. Bracing intended late Tonneau Tmsswebanwrchordmembersonly. Additionalrempmaryandpennaneetbracing MiTek' preventbucklingof is always required for stabilM and to prevent ce0apse wNi possible personal injuriand property damage. Far general guidanceregarding the abdcaaon, storage, delivery, erection and among ofbusses and buss systems, we ANSOTHI Duality Canaria, DW49 and SCSI Building Component 6904 parks East Bind. Saaiylnarmadan a nilabb from Tmss Plate Institute, 218 N. Lee Shaddi Sude 3lZ Alexandna, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Dry Ply J3BI16-Telese Bldm.Spendlhrift95 T1763340B J38116 ZHJ4 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2.4 II LOADING (pst) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 TCDL 15.0 Lumber DOL 1.33 BC 0.84 BCLL 0.0 Rep Stress Ina NO WB 0.02 BCDL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No2 WEBS 2x8 SP DSS REACTIONS. (Ill ize) 3=-64/Mechanical, 4=-159/Mechanical, 5=6BI10-11-5 Max Horz 5=11918) Max Uplift 3=163(1_13 17), 4=208(LC 17), 5=-520(LC 8) Max Grev 3=35(LC 22), 4=73(LC 24), 5=724(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (I a) or less except when shown. WEBS 2-5=.414/259 8.240 s Jun 8 2019 MITek Industries, Inc. Thu Jul 18 08:02:02 2019 DEFL. in (too) Vde8 L/d Vert(LL) -0.04 4-5 >927 240 Vert(CT) 0.07 4.5 >503 180 Hoa(CT) -0.17 3 n/a Na Scale = 1:16.7 PLATES GRIP MT20 244/190 Weight: 21111 FT=0 BRACING - TOP CHORD Structural mod sheathing directly applied or 5-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=5.0psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked fora plus or minus 0 degree rotation about As center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Referto girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=lb) 3=163,4=208,5=520. 7) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated loads) 103 It, down and 227 Its up at 4-2-15, and 103 lb down and 227 It, up at 4-2-15 on top chord, and 82 Ib down and 98 Ib up at 1-4-15, 82 Ib down and 98 to up at 1-4-15, and 58 to down and 160111 up at 4.2-15, and 581b down and 160 Ib up at 4-2-15 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=90, 4-6=20 Concentrated Loads (Ib) Vert: 9=180(F=90,B=90)10=-163(F=82, Bsi 11=172(F=86,B=86) Thomas A Arami PE 1109380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: July 18,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01-7473 rev. IONLI015 BEFORE USE. Design valid torus¢ only with Mmek® connectors. This design is based only upon paremeters shown, and is for an individual building component, not a buss system. Before use, the building designer must very Me applicability of design parameters and properly inmrpmrte Nis tlesign Into Me overall buldingdesign. Bm inglndlcatedistoprevanttruckingATindmdualtrusswebandforclimembersony. AdddiO altemporaryaMpelmanembraung MITek' Is always required for slebill and to prevent collapse with Possible personal inju,rand prepeM1y damage. For general guidance regardhy Me fabdction,Storage. del'very, erecron and bracing ofbusses and truss systems. say ANSVrPll Quality Criteria, QSa419 and SCSI Building Component 6904 Parke East Bled. Saferybdormxlon availablehom Truss Plalelnsftue.218N.Lm&met,Sude312.Xl ndlia,VA22314. Tampa. F. MID Job Truss Truss Type 0ty Ply J38116-Telese Bldrs.-Spend%rift95 T77633409 J33116 ZHJS Diagonal Hip Girder 2 1 Job Reference (optional) I russ, H. Pierce, FL J4V4b 2x4 II 8.240 s Jun 82019 MRek Industries, Inc. Thu Jul IS 08:02:032019 Page 1 Scale = 1:18.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/tl —[ PLATES GRIP TCLL 30.0 Plate Gnp DOL 1.25 TC 0.62 Vert(LL) 0.04 5-6 a999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.58 Vert(CT) 0.07 5-6 >711 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.19 Horz(CT) -0.01 3 rda n/a BCOL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 301b FT=0% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 *Except* 2-6: 2x8 SP DSS REACTIONS. (Ib/size) 3=88/Mechanica1, 4=-164/Mechanical, 6=640/0-11-5 Max Horz 6=138(LC 8) Max Uplift 3=82(LC 8), 4=209(LC 17). 6=-521(LC 8) Max Grav 3=116(LC 28), 4=67(LC 24), 6=728(LC 31) FORCES. (lb)- Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 1-2=227/564 BOT CHORD "=-498/226, 5-6= 498/88 WEBS 2-5=92/523, 2-6=598/306 BRACING. TOP CHORD Structural mod sheathing directly applied orb-0-0 oC pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its Center. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) 3 except gt=lb) 4=209,6=521. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 227 lb up at 4-2-15, and 1031b down and 227 Ib up at 4-2-15 on top chard, and 82 to down and 9811a up at 1-4-15, 82 lb down and 98 lb up at 1-4-15, and 58 IS down and 1601b up at 4-2-15, and 58 Ib down and 1601b up at 4-2.15 on bottom chord. The designtselection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Unifoml Loads (pIQ Vert: 1-3=90, 4-7-20 Concentrated Loads (lb) Vert: 10=180(F=90, B=90) 11=-163(F=-82, B=82) 12=172(F=86, B=86) Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ® WARNING -Verily d.1iynparamelers and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03120 S BEFORE USE. Design valid for use only with Minekle connectors. This design is based only upon parameters shown, and is for an Individual buitilm, component, not Not abuse system. Before use, the building designer must wriythe appitcabil'ayaf desmn parameters and pmpedy incorporate Nis design into the overall buildingdesign. Bracing indicated is to prevent buckling of individual bass web anmar mom members only. Additional temporary and permanent timing MiTek' is always lateral for SlabiHy and to prevent wastes with possible personal injuryand property damage. Forgeneralguidancemenongme fabrication, storage. delivery erection and bracing ofwsees and bass systems, Sea ANSg7P12 Quality Concede, DS849 and BCSI Building Component Base Parke East BIM. Safetylnhnnagdn avaliablebom Tmss Plmetn9tute,218N.Lee54eet,Sude312PlexandM.VA22314. Tampa, FL 36610 Jab Truss Type Oty Ply J38116-Telese Bldrs:SpendNrdt95 T17633410 J311116 LZMHJS6 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, FL Pieme, FL 34946 2x4 II 8.240 s Jun 8 2019 MiTek Industries, Inc. Thu Ju118 08:02:04 2019 Save=121.5 LOADING (par) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2017/TPI2014 CS'. TC 0.67 BC 0.57 Wa 0.17 Matnx-MP DEFL. in VC tit) -0.10 Vert(CT) -0.10 Holz(CT) -0.01 (loc) I/defl Ud 5-6 >737 240 5.6 >701 180 3 Na Na PLATES GRIP MT20 2441190 Weight: 38 to FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc pudins. BOT CHORD 2x4 SP N1.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oG bracing. WEBS 2x4 SP No.3'Except' 2-6: 2x8 SP DES REACTIONS. (larslze) 3=229/Mechanica1, 4=26/Mechanical, 6=679/0-11-5 Max Hoe 6=176(LC 8) Max Uplift 3=169(LC 1117). 6=-562(LC 8) Max Grav 3=242(LC 28). 4=119(LC 26). 6=814(LC 31) FORCES. (Ib)- Max. Comp./Max. Ten. - All forces 250(lb) or less except when shown. TOP CHORD 1-2=337/561 BOT CHORD 1-6=477/356, 5-6=-077/181 WEBS 2-5=-185/488, 2-6�644/345 NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=3.Opsf, h=2Dft; B=45f1; L=2411; eave=4ft; Cat. II; Sep C; Encl., GCpi=0.18; MNIFRS (directional); cantilever left and fight exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurr ant with any other live loads. 4) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) 4 except Qt=lb) 3=169,6=562. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 1031b down and 227 Is up at 4-2-15, 1031b down and 2271b up at 4-2-15, and 181 Ib down and 160 Its up at 7-0-14. and 131 It, down and 861b up at 7-0-14 on top chard, and 82 Ib down and 98 Ib up at 1-4-15, 8216 down and 981b up at 1-5-0, 581b down and 160 Is up at 4-2-15, 581b down and 160 It, up at 4-2-1S. and 501b down and 26 Ito up at 7-0-14, and 22 lb down and 151b up at 7-0-14 on bottom chard. The design/selection of such Connection device(s) is the responsibility ofathers. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=90, 4-7=20 Concentrated Loads (lb) Vert: 10=180(F=90, B=90) 11=70(B) 12=163(F=82, 8=82) 13=172(F=86, B=86) 14=43(B) Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cert 0634 6804 Padre East Blvd. Tampa FL 33610 Date: July 18,2019 &WARNING -Vend, design panmerers and READ NOTES ON THIS AND INCLUDED ATITEN REFERENCE PAGE 01.7473 rev. IN03R015 BEFORE USE. Design valid brass only w8h Mmek® sermeners. This desgn Is based only uponparamelers shown, and is far an individual budding oomponsaL not a Tion system. Bafore use, the building designer must vent' me applicability of design parameters and popery iecnrporete Ws design into fie ovwall buildingdesign. Bracing iMicated is to prevent butting of indidual truss web andrar ctord members only, AAdcanifing,araryarMpermanenbracing MiTek' Is ahvays required for stability and to anneal ceeapse wry possible personal lnlmy and popery damage. ForgeneCalguidanceregardingthe fabrication. Storage. deevergerenion and branng ofbusses and truss systems, we ANSVTPII Coapy Correia, DSB49 and BCSI Building Component 6904Padu East BIW. I Sa/etylnfo readon available bon Tmss Plato Institute, 218 N. Lee Street SUTe 312, Arexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply J3BI16-Telese Bldrs:Spendthrdt95 T17633411 J38116 2HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) East Coast Truss, FL Pierces, FL 34946 8.240 s Jun 82019 MiTek Industries, Inc. Thu Jul 18 08:02:05 2019 Page ID:Fxpu PbTngKywnbIRONUUpyxCOT-u 3b2zCPGsFFvCEgW6A9MtoZxrC6rRKxj5UsSywuUm 6-0-0 9.10-1 5-0-0 481 3x8 = LOADING (pat) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1,25 TC 0.76 TCDL 15.0 Lumber DOL 1.33 BC 0.54 BCLL 0.0 Rep Stress Ina NO WB 0.16 BCDL 10.0 Code FBC20171TP12014 Matrix -MS LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 •Excepr 2-7: 2x8 SP DSS REACTIONS. (lb/size) 4=173/Mechanical, 5=42/Mechanical, 7=678/0.11-5 Max Hoa 7=198(LC 24) Max Uplift 4=-102(LC 8), 5=75(LC 8), 7=-559(LC 8) Max Gre, 4=180(LC 17). 5=174(LC 22). 7=843(LC 31) FORCES. (Ib)-Max. Comp./Maz. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=268/605, 2-3=2161640 BOT CHORD 1-7=529/270 WEBS 3-7=668/257 Scale = 1:n.7 DEFL. in (loc) Vde0 Ud PLATES GRIP Vert(ILL) -0.14 6-7 >594 240 MT20 2441190 Vert(CT) -0.16 6-7 >519 180 HOR(CT) -0.01 4 mat file Weight: 451b FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 6-0-0 Oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf, h=20ft; B=45ft; L=24ft; eave=411; Cat. II; Exp C; Encl., GCpF:0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and night exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi bottom chord live load noncencument 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 241-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss cennections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10010 uplift atjoint(s) 5 except (jt=lb) 4=102, 7=559. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 1031b dawn and 227 In up at 4-2-15, 103 Ib dawn and 227 Ib up at 4-2-15. and 131 Ib down and 861le up at 7-0-14, and 131 Ib down and 86 Its up at 7-0-14 on top chord, and 82 Ib down and 981b up at 1-4-15, 821b tlown and 98 ID up at 1-4-15. 58 lb tlown and 160 Ib up at 4-2-15, 58 lb tlown and 1601b up at 4-2-15, and 22 lb down and 1516 up at 7-0-14, and 22 Ib down and 15 lb up at 7-0-14 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) of back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=90, 5-8=20 Concentrated Loads (Ib) Vert: 11=180(F=90, B=90) 13=-163(F=82, B=-82) 14=172(F=86, B=86) Thomas A Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 69M Parke East Blvd. Tampa FL 33610 Date: July 18,2019 ®WARNING. Vv d,,dasIrm Parameters anOREAD NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MII 7471 mv, 10'e312M BEFORE USE. Design valid far use Onywhih MRekW Conandors. This design Is based Oily Upon parameters Shown, and Is for an IIMM1ldual bWUllrg Component, net a "as system. Before use, the buildm , designer must way the applicability of design parameters and property Nocychare this design Into the overall y buildingdesign. Bracing Indicated is to prevent buckling a Individual truss web andfor ehom members only. Addalonaltempomryandpemlaneetbracmg MiTek• is always required hir 9aNidy and to prevent callapse with pos9Ne personal Inlay and property damage. For general guldance regruf ing the falmiscoa storage, delivery, emethin and trading olhusses and truss systems.see ANSIfTPII Dually Canada, DS"9 and SCSI Building Component 69041 Parke Ead BNd. Safeylnromlaffon awdableflmo Truss Rate Ins 0e,218N.LeeVmet.Suds3lZAlexandria,VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J38116-Telese Bldrs.Spendthrift 95 T17633412 J38116 ZHJ7A Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3x8 = 8.240a Jun 82019 MTek Industries, Inc. Thu Jul 18 08:02:06 2019 Pagel ID:FxputPbTngKYwnbIRONUUpyxCOT-M6RRoO_qAa_6s3nQEDdPhZQzexBQrllU9NglOuywuUl Scale = 1:UA LOADING (psp TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Ina NO Code FBC20171TP12014 CS"DEFI-, TC 0.74 BC 0.54 VVB 0,16 Matrix -MS in Vert(LL) -0.13 Vert(CT) -0,15 Horz(CT) -0.01 (too) Ildefl Ud 6-7 o619 240 6-7 >558 180 4 Na rda PLATES GRIP MT20 2441190 Weight: 4416 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Zx4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 64}0 00 bracing. WEBS 2x4 SP No.3 -Except' 2-7: 2x8 SP DES REACTIONS. (Ib/size) 4=167/Mechanica1, 5=33/Mechanical, 7=673/0-11-5 Max Harz 7=195(LC 8) Max Uplift 4=100(11LC 8). 5=180(11LC 8), 7=-598(LC 8) Max Grav 4=175(LC 17). 5=130(LC 22), 7=833(LC 31) FORCES. (Ill -Max. ComplMax, Ten. -All forces 250(Ib) or less exceptwhen shown. TOP CHORD 1-2=-268/610, 2-3=216/635 BOTCHORD 1-7=-526/270 WEBS 3-7=-651/203 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=3.Opsf, h=20ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 . 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 4 except Qt=lb) 5=180, 7=598. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103111 down and 2271b up at 4-2-15, 103 Ito dawn and 2271b up at 4-2-15, and 131 Its down and 86 Ito up at 7-0-14. and 131 Its down and 861b up at 7-D-14 on top chord, and 82 Ib dawn and 97 lb up at 1-4-15. 82 Ib down and 971b up at 1-4-15, 116 Ib down and 1601b up at 4-2-15, 1161b dam and 160 IS up at 4-2-15, and 80 Its dawn and 151b up at 7-0-14, and 801b dawn and 15111 up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plq Vert: 1-4-90, 5-8=20 Concentrated Loads (Ib) Vert: 11=180(F=90, B=90) 13=163(F=-82, B=-82) 14=172(F=86, B=86) Thomas A Aft ani PE No.39380 MiTek USA, Inc. FL Cart 6634 0904 Parke East Blvd. Tampa FL 33610 Data: July 18,2019 &WARNING-Venry tlesign,ounnetwe and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MIL7473 rev. Ise]R015 BEFORE USE. Design valid forum only win MTeks, connectors. This design Is based only uponparameters shown, and Is (wan indiwtlual hulleing mmponent, net a Wss system, Before use, the burdens designer must very the appewb6Gy of design parameters and prepery incorporate Nis design into the overall buillingdeslgn. Bracdg Indicated IS to prewM MckGng of MdMdual Mass web mend chord members any. AddJionaldmporaryandperementdedng MiTek' Is always referred for embildy and 10 prevent collapse with peesibre personal Injury and pmpedy damage. For general gudanro agenling the fabrication. Monism, deliwry. erection and among of trusses add Vuaa systems. see ANSV1Plf QualityCdlade, DSB49 and BCSI BuloUrt, Component 6904 Parke East BNd. Serwylnfamodon evailabdhem Tmas Plate lnatauls,218N. Lee Street, Suu312,AlaAamMa,VAMI4. Tampa,FL 36610 Job russ Truss Type all, Ply J38116-Telese Bldrs.Spendthr'If195 T17633413 J38116 2HJ7T Diagonal Hip Girder 2 1 Jab Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.240 s Jun 8 2019 MTek Industries, Inc. Thu Jul 1808.02:07 2019 Page 1 Scale=1:22.3 3x8 = 2J-13 &13 4-8-1 6-1-1 9-10-1 23-13 OE-0 1-1D-0 I 15-0 I 39-0 Plate Offsets (X,Y)- 17:0-540-2-121 LOADING (pso SPACING. 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(CT) -0.10 6-7 >825 180 BCLL 0.0 Rep Stress Ina NO WB 0.31 Hom(CT) 0.04 5 Fla nia BCDL 10.0 Code FBC2017TTPI2014 Matrix.MS Weight 49111 FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 3-9: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-10: 2xe SP DES REACTIONS. (lb/size) 4=182/Mechanic 1.5=11/Mechanical, 10=706/0-11-5 Max Horz 10=198(LC 8) Max Uplift 4=-118(LC 8). 5=613(LC 8), 10=551(LC 8) Max Grav 4=186(LC 28), 5=168(LC 22), 10=866(LC 31) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1.2=.277/495, 2-3=718/1016 BOT CHORD 1-10=-414/278, 7-9=315/138, 3-7=-024/162, 6-7=-692t802 WEBS 3-6=-810/700, 2-10=.452/322, 7-10=433/132, 2-7=581/628 BRACING - TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purlins. BOT CHORD Rigid Calling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 7-9 NOTES- 1) Wind: ASCE 7AO; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about be center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Dpsf 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Is uplift at joint(s) 5 except (it=lb) 4=118,10=551. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 1031b down and 2271b up at 4-2-15, 103 lb down and 227 lb up at 4.2-15. and 133 to down and 87 Its up at 7-0-14, and 133 lb down and 67111 up at 7-0-14 on top chord, and 82 Do doom and 98 lb up at 1-4-15, 821b down and 981b up at 1-4-15, 58 Its down and 1601b up at 4.6-5, 581b down and 160 Do up at 4-6-5. and 40 I6 down and 12 lb up at 7-0-14, and 40 lb down and 12 lb up at 7-0-14 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back 0). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate In=ase=1.25 Uniform Loads (plp Vert: 1-4=90, 9-11=20, 8-9=20, 5-7=-20 Thomas A. Alban! PE No.39380 MTek UBA, Inc. FL Can 6634 6904 Padre East Blvd. Tampa FL 33610 Bate: July 18,2019 ®WARNING-W dj, devgn parameren unE READ NOTES ON THIS AND INCLUDED M?Ex REFERENCE PAGE MR-rGb rev. roro]4m5 BEFORE USE. Design valid for use only with MTekW conneve rs. This design is based only upon parameters shown, and m for an individual bullEbg Component, not 21, a Was sy9em. Before use, the building designer must verify me apparabil8y or design parameters and propedy incorporate this deals Into the overar IMF buildingdesign. Bracing indicated is to prevent burhing of indMdual truss web andfarrlloN members only AddnbnalumporaryaMpemlanentbrzchg M17ek' is always required for stabicy and to prevent culapse with passible personal injury and pmpedy damage. For general guidance regaming Me fabriouton, storage, delivery, erection and bmdng 0 bosses and Was orders. we ANSVfPII Qualify Coded=, OSB49 and SCSI Building Component 6904 Paris EAM 810. Salaryinformation availablehors TrussPoole Ins8me.218N.Lea&mrs Su4e312Nexandda,VA22314. Tampa. FL MI Job Truss Truss Type city Ply J38116-TBlese Bldrs:Spedc Mr1895 T17633413 J38116 ZHJ7T Diagonal Hip Girder 2 1 n6 Reference Innl'nnall East Coast Truss, Ft. Pierce, FL 34946 8,240 s Jun 82019 MITek Industries, Inc. Thu Jul 18 08:02:07 2019 Paget ID:FxputPbTngN wnblRONUUpyxCOTgl7p4k?Txu6zUCLc 8eEnz9nMBajbdOlaawLywuUk LOAD CASE(S) Standard Concentrated Loads (lb) Van: 9=172(F=86, 13=86) 3=180(F=90, B=90) 15=-163(F=82, B=-82) 16=25(F=12, B=12) ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11!IF7473 rev. 10.TIOGIS BEFORE USE. Design valid by use only with MITekW up connectors. This design Is based ante on patamsho wn, own, and Is for on Individual hooding Component, net a Lou system. Before use, vie building designer must witty the appGwbiRy of design parameters and properly bcplpcoode this design Into vie overall buildingdesgn. Bracing indicated is to prevent buckling of individual miss web andfm Nod members onte. Addinonallemlmreryandpeimanembracing We[( Is Sensors reguimd for sbblldy and to preven sgUisse with possible Personal lyuyand property damage. Forgenemlguidanceregadingthe !serration, signals. delivery, erection and binding oflmsus and Miss systems,sea ANSUTP1l Cuolly Criteria, WB419 end BCSf Building Component 6904 Parke East BIM. SafeylnfermagSn avagabtehom Tmss Plate Institute. 2la N. Lee Goen,Sude312AbNSndra,VA22314. Tampa, FL 36810 Symbols PLATE LOCATION AND ORIENTATION —►ll{-1 3r43r"Center plate on joint unless x, y offsets are indicated. EDimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -yTlfir I For 4 x 2 orientation, locate plates 0- 'lie' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIfTPlt: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safely Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 I I dimensions shown alfxteenths (Drawings not too scale) O K O 2 U a 0 H JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 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 �M W1 N MiTeka MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bmdng, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered, 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane aljoint locations are regulated by ANSIRPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 1. 8. Unless ethenwise noted, moisture content of lumber shall not exceed 19%al nine of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10f. spacing, or less, if no ceiling is installed, unless otherwise noted. 15, Connections not shown are the responsibility of others. 16. Do not cat or alter buss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria.