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Home My WebLink AboutTRUSS-ENGINEERING4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERINa BUILDER: PROJECT: COUNTY: z, lOT/BLK/MODEL: 4c 0 " JOB#: MASTER#: OPTIONS: KASH BATRA (, KASH BATRA RESIDENCE uj J ST LUCIE i--� KASH BATRA RESIDENCE 70373 B502'16 NO OPTIONS N Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job 70373 Site Information: Customer Info: KASH BATRA Project Name: KASH BATRA Lot/Block: 26 Model: Address: LOT 26 -8020 PLANTATION LAKES DR, PSL, FL 12 City: County: Name Address and License # of Structural Engineer of RI Name: License Address: City: General Truss Engineering Criteria Design Loads (Individual Tr Conditions): Design Code: FBC2017/TP12014 Design Wind Code: ASCE 7-10 Wind Speed: 170 Roof`Load: 45.0 psf Floor Lc This package includes 114 individual, dated Truss Design Drawings and 16 A With my seal affixed to this sheet, I hereby certify that I am the Truss Design E conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Eng A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 IDENCE Lucie State: FL rrd, If there is one, for the building. Design Drawings Show Special Loading ram: MiTek 20/20 8.1 0.0 psf nal Drawings: 3er and this index sheet Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0056854 A01G 4/12/18 13 A0056866 q,l3 4/12/18 25 A0056878 1312 4/12/18 2 A0056855 A02 4/12/18 14 A0056867 B01G 4/12/18 26 A0056879 B13 4/12/18 3 A0056856 A03 4/12/18 15 AO056868 B02 4/12/18 27 A0056880 B14 4/12/18 4 A0056857 A04 4/12/18 16 A0056869 B03 4/12/18 28 A0056881 B15 4/12/18 5 A0056858 A05 4/12/18 17 A0056870 B04 4/12/18 29 A0056882 B16 4/12/18 6 A0056859 A06 4/12/18 18 A0056871 B05 4/12/18 30 A0056883 B17 4/12/18 7 A0056860 A07 4/12/18 19 A0056872 B06 4/12/18 31 A0056884 B18G 4/12/18 8 A0056861 A08 4/12118 20 A0056873 B07 4/12/18 32 A0056885 CA 4/12/18 9 A0056862 A09 4/12/18 21 A0056874 808 4/12/.18 33 A0056886 CJ1A 4/12/18 10 A0056863 A10 4/12/18 22 A0056875 B09 4/12/18 34 A0056887 CAA2 4/12/18 11 A0056864 All 4/12/18 23 A0056876 I 810 4/12/18 35 A0056888 I CAB 4/12118 12 A0056865 Al2 4/12/18 24 A0056877 I �811 4/12/18 36 A0056889 I CAE. 4/12/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely forthe truss components shown. The suitability and use of components forany particularbuilding is the responsibility , designer, perANSVrPM Sec Z The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the c documents (also referred to attimes as'Structural Engineering Documents) provided Designer indicating the nature and characterof the work The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof location]. TheseTDDs (also referred to at times as'Strudural Delegated Engineering Documents) are specialty structural component designs and may be pai deferred orphased submittals. As a Truss Design Engineer(i.e., Specialty Engineer), the seal here and on the TOD represents an acceptance of professional em responsibililyforthe design of the single Truss depicted on the TOO only. The Buildir responsible for and shall coordinate and review the TDDs for compatibility with theirwrittenengineering requirements. Please review all TDDsand i based on the parameters provided byA 1 Roof Trusses, Ltd. Building usses orspecirrc f thep-An t h o eering T. To m Designerrs lI related notds. SERIAL # Page 1 of 2 3BBCA221000000004C1287DF Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 . A A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job 70373 No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0056890 CJ3 4/12/18 75 A0056928 HJ7 4/12/18 113 A0056966 VM6 4/12/18 38 A0056891 CJ3A 4/12/18 76 A0056929 HJ7A 4/12/18 114 A0056967 VMS 4/12/18 39 A0056892 CJ3B 4/12/18 77 A0056930 HJA 4/12/18 115 STDL01 STD. DETAIL 4/12/18 40 A0056893 CJ5 4/12/18 78 A0056931 HJB 4/12/18 116 STDL02 STD. DETAIL 4/12118 41 A0056894 CJ5B 4/12/18 791 A0056932 HJE 4/12/18 117 STDL03 STD. DETAIL 4/12/18 42 A0056895 CJA 4/12/18 80i A0056933 HJE2 4/12/18 118 STDL04 STD. DETAIL 4/12/18 43 IA0056896 D01 G 4/12/18 81, A0056934 J313 4/12/18 119 STDL05 STD. DETAIL 4/12/18 44 A0056897 D02 4/12/18 82" A0056935 J5 4/12/18 120 STDL06 STD. DETAIL 4/12/18 45 A0056898 D02G 4/12/18 83, A0056936 J5A 4/12/18 121 STDL07 STD. DETAIL 4/12/18 46 A0056899 D03 4/12/18 84 A0056937 J7' 4/12/18 122 STDL08 STD. DETAIL 4/12/18 47 A0056900 D04 4/12/18 85 A0056938 J7A 4/12/18 123 STDL09 STD. DETAIL 4/12/18 48 IA0056901 D05 4/12/18 86 A0056939 J7P 4/12/18 124 STDL10 STD. DETAIL 4/12/18 49 A0056902 D06 4/12/18 87 A0056940 MG01 4/12/18 125 STDL11 STD. DETAIL 4/12/18 50 A0056903 D07 4/12/18 88 A0056941 MG02 4/12/18 126 STDL12 STD. DETAIL 4/12/18 51 A0056904 D08 4/12/18 89 A0056942 MG03 4/12/18 127 STDL13 STD. DETAIL. 4/12/18 52 A0056905 D09 4/12/18 90 IA0056943 P1301 4/12/18 128 STDL14 STD. DETAIL 4/12/18 53 A0056906 D10 4/12/18 91 A0056944 PB02 4/12/18 129 STDL15 STD. DETAIL 4112/18 54 A0056907 D11 4/12/18 92 A0056945 PB03 4/12/18 130 STDL16 I STD. DETAIL 4/12/18 55 A0056908 D12 4/12/18 93 A0056946 P1304 4112/18 56 A0056909 D13 4/12/18 94 A0056947 T01 4/12/18 57 A0056910 D14 4112/18 95 A0056948 T02 4/12/18 58 A0056911 D15 4/12/18 96 A0056949 T03 4/12118 59 A0056912 D16 4/12/18 97 A0056950 T04 4/12/18 60 A0056913 D18 4/12/18 98 A0056951 T05 4/12/18 61 A0056914 D18A 4/12/18 99 A0056952 T06 4/12/18 62 A0056915 D19 4/12/18 100 A0056953 T07 4/12/18 63 IA0056916 D20 4/12/18 101 A0056954 T08 4/12/18 64 A0056917 D21 4/12/18 102 A0056955 T09 4/12/18 65 A0056918 D22 4/12/18 103 A0056956 T10 4/12/18 66 A0056919 D23 4/12/18 104 lAO056957 T11 4/12/18 67 A0056920 D24 4/12/18 105 A0056958 T12 4/12/18 68 A0056921 D24A 4/12/18 106 A0056959 T13 4/12/18 69 A0056922 D25 4/12/18 107 A0056960 T14 4/12/18 70 A0056923 D260 4/12/18 108 A0056961 T15 4/12/18 71 A0056924 E01 G 4/12/18 109 A0056962 VO4A 4/12/18 72 IA0056925 E02 4/12/18 110 A0056963 VM10 4/12/18 73 A0056926 HJ3 4/12/18 111, Ao056964 VM2 4/12/18 74 A0056927 I HJ5 4/12/18 112 A0056965 VM4 4/12/18 Page 2 of 2 Job a Truss Truss Type City Ply A0056854 70373 A01G HIP GIRDER I 1 1 Job Reference (optional) 4 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MITek Industries, Inc. Thu Apr 12 16:01:39 2018 Page i ID:bgBJJuT4J87YNWOW1j6wbczWgy4-cCQMaXDZjidUbCrQgFT•_gjHQiBJtVeDfO_PHvzzRQdC Dead Load Defl. = 1/4 in 5x6 — 3x4 = x6 — l 5.00 12 2 - T 6 �[1Li 1 7 jo tWO 10 19 20 21 9 22 6 i — 6x6 — 5x10 MT20HS= 6x6 — 300 = 7-0-0 16-M 23-641 7-0-0 I s-6-0 7-0-0 Plate Offsets (X Y)— [3.0-3-0 0-2-4j 15.0-3-0 0-2-4j [8.0-3-00-4-81 [10:0-3-00-4r81 LQADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.32 8-10 >891 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.42r 8-10 >665 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017/fP12014 . Matrix -MS Weight: 119 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 2) Wind: ASCE 7-10I Vult=170mph (3-second gust) BOT CHORD 2x6 SP 2400F 2.0E Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=20ft; WEBS 2x4 SP.No.3 Cat. II; Exp C; Encl.� GCpi=0.18; MWFRS (envelope); BRACING - cantilever left and right exposed ; end vertical left TOP CHORD exposed; Lumber DL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 2-7-3 oc 3) Provide adequatedrainage to prevent water puriins. BOT CHORD 4) All plates are MTQO plates unless otherwise Rigid ceiling directly applied or 5-11-4 oc bracing. indicated. MiTek recommends that Stabilizers and required 5) This truss has b9an designed for a 10.0 psf bottom cross bracing be installed during truss erection, in chord live load nonconcurrent with any other live accordance with Stabilizer Installation quide. loads. 6) ` This truss has ileen designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 2 = 2196/0-8-0 (min. 0-1-13) rectangle 3-6-0 tall lby 2-0-0 wide will fit between the 6 = 2196/0-8-0 (min. 0-1-13) bottom chord and any other members. Max Horz 7) Provide mechanical connection (by others) of truss 2 = -78(LC 13) to bearing plate capable of withstanding 1294 lb uplift Max Uplift at joint 2 and 12941Ib uplift at joint 6. 2 =-1294(LC 8) 8) Hanger(s) or other connection device(s) shall be 6 =-1294(LC 9) provided sufficient to support concentrated load(s) 263 Max Grav lb down and 338 lb up at 7-0-0, 138 lb down and 181 2 = 2196(LC 1) Ib up at 9-0-12, 138 lb down and 181 Ib up at 11-0-12 6 = 2196(LC 1) 138 lb down and. �181 lb up at 12-5-4, and 138 lb down and 181 lb up at 14-5-4, and 263 lb down and FORCES. (lb) 338 lb up at 16-6-0 on top chord, and 394 lb down Max. Comp./Max. Ten. - All forces 250 (lb) or less except and 408 lb up at 7-0-0, 92 lb down and 21 lb up at when shown. 9-0-12, 92 lb downy and 21 lb up at 11-0-12, 92 lb TOP CHORD down and 21 lb up at 12-54, and 92 lb down and 21 2-3=4852/2939, 3-15=4461/2788, lb up at 14-54, and 394 lb down and 408 lb up at 15-16=-4461/2788, 4-16=-4461/2788, 16-54 on bottom chord. The design/selection of such 4-17=-4461/2788, 17-18=-4461/2788, connection device(s) is the responsibility of others. 5-18=-4461/2788, 5-6=4852/2939 9) In the LOAD CASE(S) section, loads applied to the BOT CHORD face of the truss re noted as front (F) or back (B). 2-10=-2626/4400, 10-19=-3110/5072, 19-20=-3110/5072,20-21=-3110/5072, 9-21=-3110/5072, 9-22=-3110/5072, LOAD CASE(S) 8-22=-3110/5072, 6-8=-2605/4400 Standard WEBS 1) Dead + Roof Live (balanced): Lumber Increase=1.25 3-10=-656/1197, 4-10=-802/574, Plate Increase=1.25 4-8=-802/575, 5-8=-656/1197 Uniform Loads' (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 NOTES- Concentrated Loads (lb) 1) Unbalanced roof live loads have been considered for Vert: 3=-216(F) 5=-216(F) 10=-394(F) 8=-394(F) this design. 15=-138(F) 16--138(F) 17=-138(F) 18=-138(F) . 19=-72(F) 20 72(F) 21=-72(F) 22=-72(F) et!dy•nls:lmrryriFm!:,tm'{a{DCFFr.!ssFsfunFrlsF{a{{lF{asamrmes�oslosta�ri:we4^�suF!rttt�lt-ap�dppvtvtlmedrrdiN!saatasl!tn9ts5s9ri.iy{FFdi;tr3tEe7nslaplFrs{vG:eL{dyeatSklslnS-en!.DdessdM iitnddtinPmD,tiy {Lit{wurtn i!ctssld[Nuel hrtte iDDNeeidiL AsiLnvanlp hg!tetr{I.e,Speatnp 6pNlrrR!sldNNp pDD tyresedtuunIddtprd?sdtvd eagrot!ritg reynsllil!ry4;aelts!ysEllts'tnelnst f!pi'I!t tinemD atq, ttalnt.nea!sige?sttnp!tu,!ieapcaanxs, rlillitg Oesigce!,mtk lt(,!5?I{,lavdile 6(dkaK rhl. Tlt dtil lNfS, iadt6yl.'�'a�.faryP, Ivfillbfity stnomry Ng{iv[3g 3{dIMISt It?pas{!:IJII Anthony T. Tornbo lll, P.E. clNeil!ta inss4rnp ldlAtg lst5lNsprsikilapdned»n.tle Dvuisrta!atdigldctee ntMddl:a g!1{ltid ypn!ildl{l1DD Olg iyhtlreil ANIS Sd"14th TDD Was plWiQStitjti�'hl!S dti!{n!Gy rcrp nia Sdorlse• owi1,16r ptRaWl'1{ti>f${F{er!id4!'et{([t{tvapl �!i>OL'.lptetflFtil?rnpiss:{�Ilits rx{ansdl:7'IiSDt3ljtN,1!eSS DISCI Figtxtl®11riSS Udp!IA!-f, Y':tSS4451 A!(Girytigh 280083 St. Lucie 81vd. ©K16A-Iioof susses-AalhonyT.Tomhalll,P.E. BeprDiudionofibis domment,ioany farm, isprohihOedrrvithoutthewrineapermission from A-11:aoiTiasses-Anthanyl.TomhoIII, PA. Fort Pierce, FL 34946 Job Truss Truss Type City Ply 70373 A02 HIP 1 1 A0056855 Job Reference (optional) I -1-6-0 5-8-11 Rule 14 V ID:bgBJJuT4J87YNWOW1j6wbczWgy4-40' kotEBU?ILDMQdEz?DDwgenbZlEA9oc 8rRPzRQdI 9-0-0 14-&0 17-9-5 23-6-0 25-0-0 3-3-5 5-6-0 3-3-5 5-8-11 1 6 0 4x6 = 4x6 — Dead Load Deft. =1/4 in 4 5 4x4 = 3x4 = 4x4 = 4x4 = 3x4 = 9 0 0 5-6-6 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) -0.26 9-17 >999 360 MT20 244/190 - TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.47 9-17 >604 360 V BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 100 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 34-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1166/0-8-0 (min.0-1-8) 7 = 1166/0-8-0 (min.0-1-8) Max Horz 2 = -96(LC 13) Max Uplift 2 =-417(LC 8) 7 =-417(LC 9) Max Grav 2 = 1166(LC 1) 7 = 1166(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2083/1696, 3-4=1763/1429, 4-5=-1600/1380, 5-6=-1763/1429, 6-7=-2083/1696 BOT CHORD 2-11 =-1 35911886, 10-11=-974/1600, 9-10=-974/1600,7-9=-1384/1886 WEBS 3-11=-441/502, 4-11=-217/412, 5-9=-217/412, 6-9=-441 /502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 81 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 1 ponding. 4) This truss has been designed for a_10.0 psf bottom chord live load nonconcurrent with any other Jive 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 417 lb uplift at 'joint 2 and 417 lb uplift at joint 7. LOAD CASE(S) Standard i6s!eIn-r!euetlsmpllrn!i!!!s§'dd IMF ?IUBES SE!IWt SEEM TIN & (uFti?!6SS (USTON{S117f l.Gf.7GAt wYFNi Ms. festlr itdp iotadns afi «�t9ts psffisLess ge3ssAa.ia91if41sd lEa ldlR77.T�la Ci, r.L EdrrstSlMErvsesl. gdtss dhnise 3ldei tetle711D,�y Illieia¢emrp!sMs 514191ui6rt&18gt35e rdii. AsOnsDe3glfepRes{1!,SFnldq FlFlRey7t stdn Rr lgg!epefRls leR¢r dt4 palssshtd e!zxe!r!ler.qudlilirybs!'u lss}ael de s:geTnlshpi:leleeteeTDDR¢,ee.TM. 7Ee L�xio nnupnles,INapttllinnf, s!udilry Anthony T. Tornbo 111, P.E. rti osedfhis iRs34req {dlliegislSe Rspx!UfmdC!e0wtt.Ila Owaets ldaitH a)ed erlie hAq Uesil",,e,NRehddfa!8(,tleR(avrtle l¢alYa:{lnle ec3(AI. les�j!Isa!dlle IDU n>t enfielltsedtSe TRss.ia:ltfieg k!!Ng.s#npe,ush!Idite ¢bltei:egsSaUMsie respwr4!!:hd 180083 ItSki.bpges!gx!trl(tftdt!,All uls ssta?ialhTOWlie lWasmrgnldnesdw!Will (oe;tse¢Sds!r laiatlin 7[SljptElisEedeT TM of Sl(Avertisi—gtpmllp;d --TPil eegRstt:epem E;i:lies Rdbliesd9tT!Issik31�N,T!HS gefir5 r➢fR!¢d1Tre3S �.TldlhllF, R'efi 4451 $t. Lucie Blvd. AttNu ldiltilra(ast!t0 tyed o.Rluxmiq lTdlpldas imdrei lleTRu Cessruphe¢Is gCi!.�gd!daggt>Ip3er, trues Sps!za Egnser t:'arinlL�R11 rgCd9.�dferos ¢essddael laTlfl. Fort Pierce, FL 34946 (opi ighlD2R1bA-IteofTrusses-AnihonyT.Tombo111,P.E. Reptoduttionoffbisdommeni,inanyform,ispmhMedwithcultheeeillenpermission homA-1RoofTcusses-AnthonyLTombo111,P.E. Job • Truss Truss Type Qty Ply A0056856 70373 A03 HIP I 1 1 Job Reference (optional) ♦ Al Roof Trusses, Fort Pierce, FL 34946,'design@altruss.com 2 5.00 F12 3x4 3 Run: 84.120 I Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:01:41 2018 Page 1 I D:bgBJJuT4J87YN WOWlj6wbczWgy4-YbY6?DFpFJtCrW?pogWSl8Nlg?vjzaOxrlu0_rzRQdO 12-6-0 0-9-0 = 3x6 II 3x4 = I 5- 6 3x4 7 J 13 12 11 10 3x4 = 1.5x4 11 3x8 = 3x4 = 1.5x4 11 LC.ADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) . 0.17 10-19 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.25 10-19 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1166/0-8-0 (min. 0-1-8) 8 = 1166/0-8-0 (min. 0-1-8) Max Horz 2 = 114(LC 16) Max Uplift 2 =-437(LC 12) 8 =-437(LC 13) Max Grav 2 = 1166(LC 1) 8 = 1166(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2045/1625, 3-4=-1437/1276, 4-5=-1260/1214,5-6=-1260/1214, 6-7=-1437/1276,7-8=-2045/1625 BOT CHORD 2-13=-1264/1812,12-13=-1264/1812, 11-12=-1284/1812,10-11=-1284/1812, 8-10=-1284/1812 WEBS 5-12=-694/806, 7-12=-688/679, 7-10=-3/284, 3-12=-688/680, 3-13=-3/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-1 O� Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl.,l GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) done; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFI�S for reactions shown; Lumber DOL=1.60 plate gri i DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonGoncurrent 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 py 2-0-0 wide will fit between the bottom chord and Iny other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint 2 and 437 lb uplift at joint 8. LOAD CASE(S) Standard Dead Load Dell. = 3116 in v 8 9 Iv 0 3x4 = 23-6-0 7-4-4 PLATES GRIP MT20 244/190 Weight: 108 lb , FT = 10% c!dq•n:!:etluegNyre+Ir t<LIIO6Fn7SSS{$FIEF 6FA91tRW56[DMI CN(]SIDMttli] d DFLiYEfl lua.r:*d uiprn!ad!nnlrerd!A,s"NOnssinpi)-igEIMau!0AAdurl.4:1,Mldum!SSsllskemtNts,vl—is!OddWitTDDAy 0!Teensumr�!hsssdl t�relbrt&TDDnk!dil. rseLns Desy!6�rau{I.e,s,Gldl(F!du!;,D!udnosJlOD seFusulsusv¢}lrro:ed0elyd!Sllgd!qYF•.;II!f!yusiNllry's:les enhvdtte sa¢eTnss i:7s!IusYelDD u¢: nlui?FI. iM d!up nuoNuc,bd.e7<nHror, s!Dilery Anthony T. Tombo 111, P.E. eiaudthis isssku}eeiltgis lH resin!itililyd4k gr!sr,l40-is!:ew!•ud!;dr1k IdWgD:I.r,.N,.1u0dtu tt(,6vl;,udtl:6s2ladig mleulr.l. Tit gyuddlte lODdnlHdlnedr!s Tnss,W,fiq Erllq.s!ssef!.6shlldiu ul H!s eg sSili4t l.s re!FuvS..hd /u80083 I Ih rd Qs:!ro:. rn uns clod a ttelDDed lie pau swdp,ldn:sdth kiliq ta¢pa!n seq V,nsnae(Mr,� l!Nutd TM nerd.i:uoddu guml pdmse. TFN feDrxs3!mpw.idAn sddnad�!Lrss Dedssu,l,ns ges.p iagio!umdfuu aaud!ro!u,mxss PT 4451 St. Lucie Blvd. sl:niu lsD!dltoW;od rlt!Ho}e!bvdfiq It dl lsdis i[sdsed. l6eTnu Feslp Fgi¢nsgCT Ce rA!laDCesllur,uTnu st!mag�mrmrb!asa'. ulsgiJrl4ros u!nad�dlomL Fort Pierce, FL 34946 (oP1Tig5l(fs4glgA-1loot imsses-AnlganyT.Tom6aIIhP.E. Reprodatlionoft6isdomment,inoerEnrm,ispsaEigilerlwilhoutThe srrinenpermission hem A -I Roof Trusses -Aothonyl.TomboIII, P.E. Job Truss Truss Type Qty Ply 70373 A04 COMMON 20 1 A00.56857 Job Reference (optional v—e, cal a 11,1,1. u.1-0— 11 G le IVIIIGR IIIIIUble ID:bgBJJuT4J87YNWOW1j6wbczWgy4 On6UCZGROc -1-6-0 , 6-2-9 11-9-0 17-a-7 9 46 = 4 Inc. Thu Apr 12 16:01:42 2018 Page 1 ga?MN1 hlLvy6PGXi1 E54ydyWlzRQ'dN Dead Load Deft. = 1/8 In Iv a 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.14 8-16 >999 360 MT20 244/190 1 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.25 8-16 >999 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 105 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed ddring truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1166/0-8-0 (min. 0-1-8) 6 = 1166/0-8-0 (min.0-1-8) Max Horz 2 =-121(LC 13) Max Uplift 2 =-444(LC 12) 6 =-444(LC 13) Max Grav 2 = 1166(LC 1) 6 = 1166(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2095/1733,3-4=1858/1612, 4-5=-1858/1611, 5-6=-2095/1733 BOT CHORD 2-10=-1393/1893, 9-10=-757/1256, 8-9=-757/1256, 6-8=-1416/1893 WEBS 4-8=-512/647, 5-8=-438/587, 4-10=-512/647, 3-10=-438/587 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 2 and 444 lb uplift at joint 6. LOAD CASE(S) Standard Weldq NnletluegFltlteieNsk'41IOCF f455ES{'SEnEl1 GEX9r!TEWS8(DtT.TOCXSfD90R{'xOFI';lCXXCX7EGnNEXr Issa. resiftdesiestowermMrnerniste,m Lns DesileGl al(TIVed the Adlsetl.TaXt! tLldnem ReetE?in ne. Utleudhnise 044 it fitIM.1i HSTetnuemrt!chssldiHueHtrtto TGDfahe edict. As earnsliniet hp xer(.e,Steddlt 6tleee;ne ud li utlDD ntresedsleonpmndlle trdnsntd erx!rrdeo requdlilXth:tlelu!wdtles:zY'ettus iyidel acne iDD nit;r#a1PFl.leale9pinnopien, lid:sym6nlls,sdlrlliq An T. Tornbo III, P.E. M ned on Trushreq idliilt is Ike rupsibli1 dita.s.@e0-esnebded eteAcIke 101141 Deep",. Vended dGe Io, Ike 2( add,hcd kei!(9 Me rx MI. IT, Iptild Ike TOP Mtnfid!ssedfit Trus,l detiaIm-C..}shsge, funlldin etdlxnsr shdti, 1, resp slilhd 8 $0083 ' th Ief.ghs:;a 4(c4 4!. All kis set"110.lDDMsapd¢esMgtildnes eltke llilGq(eapein Sdeir haimis [ij pElnd E9 TtI MSIG mrd.—flu Tests)plrae. 4N fdres-lempas hli1'esn 60%e`:9aTins Dedpo,71ess Dears Fnpxnwl lass isisul ne n4u 4451 St. 0083Lucie 6lvd. e]t!viu ldildlrntad�m aped eta0rdeq lTdlten:u lndlti TleTnu C�d�Egimris XCT"-eta4s�Cts:Taee,oTnstSr9za Eowemr'ailist. of lglditisrmsmaiddadnitll. (o Ti hIQ2016A-lionfTrosses-Amboo MeemhoIll,P.t. Re rodo0i000fthisdomment,inoo for Is robihisedwithcotthewritteo permission LrorrhoIll, P.L Fort Pierce, FL 34946 Pt 9 Y P r me. P P r Jobs Truss Truss Type Qty Ply A0056858 70373 A05 COMMON Job Reference (optional) a Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 64.120 Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:01:42 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-0n6UCZGROd?3Sga?MN1 hlLvyfPGli0x54ydyWlzRQdN 1-6-0 6-2-9 11-9-0 17-3-7 23-6-0 1 6 0 6-2-9 5-6-7 5-6-7 6-2-9 4x6 = Dead Load Defl. = 3/16 in 4 5.00 12 1.5x4 1.5x4 3 5 2 1 6 2 �i1 Io 9 6 7 4x4 = 3x4 = 3x4 = 3x4 = 4x4 = • 8-0-10 1 15-5-6 23-M 8-0-10 7-0 13 8-0-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCV-L 20.0 Plate Grip DOL 1.25 TIC 0.76 Vert(LL) 0.16 7-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.26 7-12 >999 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 102 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-5-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-5-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. 3) This truss has bi chord live load non loads. 4) `This truss has 20.Opsf on the bott rectangle 3-6-0 tall bottom chord and, 5) Provide mechan to bearing plate cal joint 6 and 44516 u LOAD CASE(S) REACTIONS. (lb/size) Standard 6 = 1054/0-8-0 (min.0-1-8) 2 = 1170/0-8-0 (min.0-1-8) Max Horz 2 = 137(LC 16) Max Uplift 6 = -385(LC 13) 2 = -445(LC 12) Max Grav . 6 = 1054(LC 1) 2 = 1170(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/1753, 3-4=-1866/1631, 4-5=-1882/1650; 5-6=-2122/1776 BOT CHORD 2-9=-1488/1901, 8-9=-831/1264, 7-8=-831/1264, 6-7=-1512/1922 WEBS 4-7=-537/668, 5-7=-449/601, 4-9=-507/647, 3-9=-438/588 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 designed for a 10.0 psf bottom -urrent with any other live :n designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members. connection (by others) of truss le of withstanding 385 lb uplift at I at joint 2. 6ndry lleeuHu!eSNrnlh!!t1e'dl{9CF fILKS6('S[LL[if 6rAE1lCf[tflS6[Jr lllttiS[9STON{i@t7 jeICYO6iE�+LLFei'hr�fertlr.hilp iaeadm cdtedadas nitisltesi{e: iDrnuJ(f[c?rd Ike idol l. TMISI ;ILldxeae%eel[flare.¢. Udeestt-iseskidfentIW,01 Me Anthony T.Tombo111,P.E. H lee dhis T.s4reellhefinSIU1917.1r@.M.Tle,gn,,! of lie NOnrelrhellne flte,TRSs.®ddq Iistillm nIGnarg SHIS N regeedA:Ird a'' 80083 . ' ReteYaTOKSxealiezv.Ali nfssela1fee. TOO elNfraSeresealkeden!s.12!toldqGarewSeel laS!o[nn{tn¢IdInkatiTHWSMnuder-I!e,peudaAaue.trilk5u;3encprsOil:AesmldO!sd1!IrnsDedptt,rssae:lsryserasrnrnasdede�n,!cess 4g51St.LudeBlvd. efnwiu lrrud{TobID:arl aped aneie xafliq lT dllM�!sim!?!ei lheTrcv CesNem Esyieeer is 1Ol rxaar Oe;:Ian,nlnssSP+"e brhxr r:®rl.ilSeL tll eq+lldn.4pras arendeMe[1oi16t. - POTt Pierce,St.Lucie Blvd. (opTTight02RfeA-IRoafLusses-AnlhanyT.TomboIll. F.T. Reproduction of this document, in any form,isprobibhedvIitheatlhewritten permission homA-fRaofTmsses-AnthonyT.Tombolll,P.I. Job Truss Truss Type Qty Ply 70373 A06 COMMON 5 1 AOOti6859 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cbm Run: 84.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:01:43 2018 Page 1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-UzgsQvH3nw7w4g9Cv5YwrZS7PpcXRTBEJcNV2kzRQdM 6-2-9 11-9-0 17-3-7 23-6-0 1-6-0 6-2-9 5-6-7 5-6-7 6-2-9 4x6 = Dead Load Defl. = 3/16 in 4x4 = 3x4 = 3x4 = 3x4 = 4x4 = 8-0-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.16 7-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.26 7-12 >999 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-5-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-5-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 6 = 1054/Mechanical 2 = 1170/0-8-0 (min.0-1-8) Max Horz 2 = 137(LC 16) Max Uplift 6 = -385(LC 13) 2 = -445(LC.12) Max Grav 6 = 1054(LC 1) 2 = 1170(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/1753,3-4=-1866/1631, 4-5=-1882/1650, 5-6=-212211776 BOT CHORD 2-9=-1488/1901, 8-9=-831/1264, 7-8=-831/1264, 6-7=-1512/1922 WEBS 4-7=-537/668, 5-7=449/601, 4-9=-507/647, 3-9=-438/588 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 385 lb uplift at joint 6 and 445 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 102 lb FT = 10% Nrtuai•8tose!aresiiifntlt.tAr'Adt6�F iIUSSTSI'iEtETi';, 6L4fllt iriiSStiotlllil7NS:litUYPtU!E4",d:17iSkUookrl7'tera. fogy Atiprztae.^:n"I mluhs itads !,%s 6es131 NnifDD) al6-lt$ofT.Ttab MIT. Idutut She Wat sse. Wes t mamst Mt OttU, eeh wreiamem.pmnsvnieta�nettrniettas�T�3ee:EDi�erp,,srtpsianestaee�yrgn*,usse�ei,�sp�thretty,nagtetpm�n+��pausaiev,ti�a�xtr_�td.,a�mtr�rpznapwrag�e,:sm Anthony T.Tornbo1I1,P.E. a(rttRlbslnsshr F!A:I3af is6:t nsfeass'tdtat Dxer.,sit glen's raAx:nA gtUw6sA+Asi Oe!ptr,n6eteC+Cdl4t lti.0e 0tead6e lnil evdrug lato9lti•1.1>s ryproul ofL109ed gf HeldurAtle inss;infn'sisailhi. stueaa z^enre �lbuisisbllfa ae respniiil-rd "80083 6tE 7rupMsiper ndrteincae An tan nftda3e lagetAtkepncus Wpn€s'.nn Vattr:'eIgraspmn Sddf la<trao:a(iS¢pti!:sAtA MTR td WA ert rtftauWoe rttadpihat. 1441ls!.:ns 5e respasmil'ixn+Adans tl9tTnss Ots:finer,pnneen3n Tegeeu al rM}S tA1I6fe[iet,Wil3f 4451 St. Lucie Blvd. rRueiu MSuAA!r[nhxl reed ry�hniiipcfies knhd. Qtrmslks"rye(e;*Sert is ABi rtt lollop Msiiete.a TtniSlslea Gihte tlp!A.ilde}LuiihtiuAlrat at tsAtruditrffl. Fo*i Pierce, FL 34946 (opyrighl02016A-I Real Trusses -Arlbany1.Tombalil,P.L 9tptcdmtiaaofthisdocument,inanyfaim,ispmhibitedwilhouilkewinenpesmissionfromAdRoofTrusses-AntAonyT.Tombo111,P.E. Job q Truss Truss Type Qty Ply A0056860 70373 A07 Half Hip I 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com , -1-6-0 , 6-3-3 Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:01:44 2018 Page 1 ID:bgBJJuT4J87YN WOW ij6wbczWgy4-yAEFdFH hYEFnizkOTo39Nm?InCJAugOXG62aAzRQdL 1-6-0 6-3-3 5-7-6 5-9-12 5-9-12 4x8 = 3x4 = 1.539aN Load Deft. = 1/16 in 4 5 6 5.00 F12 3x4 3 XW4 W. � I 2 ` 11 I 10 9 8 7 3x4 = 1.5x4 II 3x4 = 3x4 = 3x4 = 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.12 11-14 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.16 11-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-15 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1047/Mechanical 2 = 1163/0-8-0 (min.0-1-8) Max Horz 2 = 324(LC 12) Max Uplift 7 =-434(LC 9) 2 =-425(LC 12) Max Grav 7 = 1047(LC 1) 2 = 1163(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2128/1548, 3-4=-1426/1073, 4-5=-959/794 BOT CHORD 2-11 =-1 761/1904, 10-11 =-1 761/1904, 9-10=-1085/1250, 8-9=-1085/1250, 7-8=-794/959 WEBS 3-11=0/253, 3-10=-7511752, 4-10=-256/460,4-8=-389/384, 5-8=-185/450, 5-7=-1257/1043 NOTES- 1) Wind- ASCE 7-101 Vult=170mph (3-second gust) Vasd=132mph; TC$=5.0psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-(; Extenor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent 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 caQable of withstanding 434 lb, uplift at joint 7 and 425 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 129 Ib FT = 10% I ` Party ptre 5a:[z;1lp tt+Re!Se'id toy ilt<SS6(SRt'1';., i£tFlit p:t!(S t (CtQ:fr�Ai (OSpCY(pP.li jd',ttSitlOcYia?tra. rerlp�sc.pspsneus al+e3iwes ea tdis?nu Desga kt•iap(06ias!at �;iasJi.6aN m,p:. idenw Slrtlelaet+v I�kfs s:4i!rik s�ei aCiTcD, u!p xikk+e�eCst Aides dtlHrstdlaneiM to rCiLAso im=,a psigSeer(e.SperiayFspva41Se stdnap rrtrestms som1 t!thpdds!srirynta:y respasii:fiM60G.dpA6-dsp!s Tms 4iL-W.nstntdp,rda 191. Anthony T. Tombo ll?, P.E. dueA!Ssimsbrefk:#�pis'�t apes IrydUt Ortt!,fie0xafialln tpepttla ta'd�7 ia:! x,hut+trtrd tpt,Be adSx;ad Seittup ctl+aaltNL Tptrppstdd l6et; es6tUe:ehfteTnn;i�fdap'saailup,dare,s:sle+teai�ang shil It asaausbii-pd T 80083 t 6t4iliaphdptrmpGmaia.lOnessdadn�tiC3�'flepreenstdgaE kstddtte:E p(�pntdSdtgMusssa(t(iA,pkSsr!!iFieedStltatrdttevttltapttt:dpnlex+. F"WMe titmpuvii-N-1i+LndSty'mCrras,Ttnshol,hp mWimsNadedxa,wltst 4451 St. Lucie 71',d. d!a•a ddudp!e Wnxta�tN.pse4>nivppp at pstirs hnittt.tle loss 6esiple;aet�11SQIGtiaiGtpDnipeeeft TrriSS)SIt4I4pipeCel ltyleiliitp, l!I apUtlicllaasas os ldaKielPF1. Fort Piereet FL 34946 Upright c02016A-1Roof tresses -Antbanyr.IcmbaIII, P,E, Reproduction ofIhhduument,!conyform, ispmAibitedlw;1hulibexrtleapermissioe[role Ad Roof Trusses -Anthary1.tambnlll,P.E, Job Truss Truss Type Qty Ply 70373 A08 Half Hip 1 1 AOG56861 Job Reference (optional) rs 1 MVU1 1 Fusses, run rlelce, rL 34946, aeslgn(da-itruss.com Run: 84.120 s Dec 11 201 / Nnnt: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:01.44 2018 Page 1 ID:bgBJJuT4J87YNWOW 1j6wbczWgy4-yAEFdFHhYEFnizkOTo39Nm?FfCw2AphOXG62aAzR6dL -1-6-0 7-4-1 13-10-9 18 6-8 23-6-0 1-6-0 7 4 1 6-6-8 4-8-0 4 11-8 5.00 12 4x6 = 1.5x4 11 3x4 = Dead Load Defl. =1/4 in 1V a - 8 3x4 = 1.5x4 II 5x8 = 6x6 = 7-4-1 6-6-8 ' 9-7-7 Plate Offsets (X,Y)-- [9:0-4-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0, Plate Grip DOL 1.25 1 TC 0.92 Vert(LL) -0.24 8-9 >999 360 MT20 2441190 gy TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.49 8-9 >574 360 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 127 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1047/Mechanical 2 = 1163/0-8-0 (min. 0-1-8) Max Horz 2 = 374(LC 12) Max Uplift 8 = -426(LC 9) 2 = -433(LC 12) Max Grav 8 = 1047(LC 1) 2 = 1163(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2054/1463, 3-4=-1229/853, 4-5=-1 128/876, 5-6=-1 042/906 BOT CHORD 2-1 0=-1 741/1827, 9-1 0=-1 741/1827, 9-14=-629/692, 14-15=-629/692, 8-15=-629/692 WEBS 3-10=0/266, 3-9=-875/919, 6-9=-452/570, 6-8=-1060/983 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members i and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 4) ` This truss has been designed for a live load of `20.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. '5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 426 lb uplift at joint 8 and 433 lb uplift at joint 2. LOAD CASE(S) Standard ih�aag PiroitSvts i!(lnit� 1dt'111GOr tiDSSiS� SIi:C;. EisEesl (Rk56(6M6:r Mt(@p6A �tUtfl jr:[eprt([D;(t97' (tra infi Aoprrntws al A tdls wNS?tns Dtslgt D fw.?"Do'ditee" T.(tale 1 ri.141.6 ue Netldwtxt. Ddtss dat:ris( votlfe3t X9. uly xiiti mnefka pMnsH'i it estd, ,hltttit dstT:tsl Dtt!Orgl3tw(i1.,;ptC�9''.J iEp'Tttll,Mt flF)tFl£g T;,'Dtt l:bSStl K(igiLtt;0.1 �31'f(gi It gg9Stf3)1tS�'dL.h''�;t(tt �td?i vt�R!diglt Tlflf(tgCietB tT}ttli IHMIg11, T1t�fSIgFHSfrP`:MS, k11Hg ;:�S, fP'��.-4h Anthony T. Tombo Itl, P.E. tfreftf(dJs (ttst ht aytn"d ghS rupfiti-Ydrh UK,, fit om"s 2dethrrgtd ttb6f;l� !Blepz<hfit tt:ittlf(ht11C&1Kadhe!atllr Wphemi glld. IN o4P'tda!StlAttttegfidd t.e�ht Tnss.uAc+ag sseslitg�tlnee.ks'a ttin ealbn�sg:Dlt Pt le.gxsiiil-•fd T 80083 ntt.�Hhg Dlsipw mrletaatx. AA attn atldamtlD7 afdPatpw:us tfrrrdtsrtd4Hir: rgGrptetl Sihtg h(nwr-0spi(Sfips?9tiirTN ad TUA wtrdtrnnlTr gtefid g.iEmxt. 14T1g><.essrit rftgatsliil'_ts ede+tes tl;khts 0u:yats. tFres Deugs [vgmftad tross tludsGrn,wless g451 St.0083 tlltt.iu krwts' iht(faht:l epeedrpfa It esdsg6g rTpfAies hnirsi. leTtess Prsigtftg;ewtislD(Ist lnldug Pnignr,tehtssgysfew hgftwdtfThildg. gg upilduti twasmes deAtM if1PI4. Fort PiefCe, ci Blvd. Blvd. (opysiglJ2016A-1Roof frusses- Whey T.Tombs lll,P.L AepedmlionaiThis dotemeos,inany (mm,ispmhibitedwithout the wriheapeimissiaafrom A4Roof Irosses-AalhaoyT.Too.DaIII, P.t. a Job e, Truss Truss Type Qty Ply A0056862 70373 A09 Half Hip I 1 1 Job Reference.(optional) \ Al rtooT i russes, rorr rierce, ri. aw340, aestgnUa t ir1.155.lx)m -1-6-0 8-5-7 1-6-0 8-5-7 2 oI1� 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017(FP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-4 oc bracing. WEBS 1 Row at midpt 3-7, 4-6 MiTek recommends that Stabilizers and required. cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 6 = 1047/Mechanical 2 = 1163/0-8-0 (min.0-1-8) Max Horz 2 = 423(LC 12) Max Uplift 6 = 416(LC 9) 2 = 435(LC 12) Max Grav 6 = 1047(LC 1) 2 = 1163(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1967/1336, 3-4=-1009/690, 5-6=-252/273 BOT CHORD 2-9=-1678/1733, 8-9=-1678/1727, 7-8=-1678/1727, 7-13=-758/841, 6-13=-758/841 WEBS 3-9=0/343, 3-7=1004/1030, 4-7=-348/645, 4-6=-1092/987 Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:01:45 2018 Page 1 ID:bgBJJuT4J87YNWOW116wbczWgy4-QModrb]KJXNeJ7Jal WaOw__XpBcGWvLlXmvsc7dzRQdK 15-10-9 23-6-0 4x8 = 3x4 11 12 4 5 5x10 MT201-1S�- 3 9 8 7 13 6 1.5x4 II 3x4 = 3x4 = 6x6 = 15-10-9 23-6-0 CSI. DEFL. in (loc) I/defl Ud TC 0.99 Vert(LL) 0.24 9-12 >999 360 BC 0.84 Vert(CT) -0.33 9-12 >847 360 WB 0.55 Horz(CT) 0.05 6 n/a n/a Matrix -MS NOTES- l 1) Wind: ASCE 7-101 Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Enclj GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) one; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MZen 0 plates unless otherwise indicated. 4) This truss has b designed for a 10.0 psf bottom chord live load nonooncurrent 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 Iby 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girders for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 lb uplift at joint 6 and 435 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Defl. = 3116 in PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 124 Ib FT = 10% Ymial •Pi!efl!is![•eg9i} tttks lit *A11 0 11951S; STsI';k*iispirams eds¢iatts it tlis?nss M'P 1=:ntplife,"! Still gtbtt w.. Wes a!amist sMN04t1;D, nh, YiltttaxwiM glues ste:9itrsti6rti; IC hksprit is ilnst hsws Fapiaeerlis,Sgtr:" E xe,L fiese:et ¢piC9seYtsemsm"egt"see!N±gdntia eyalei�teslas :ilftt 4kitvga sf tit sigitTros 4gL1eC¢^.:1C0tdr,ladeill1. liti sigtassal'xs,Im£q;mt�ets, se�'�::Yh Mthony T. Tornbo III, P.E. [FlislY!Usirtsf him r%I'Lgiibflipms�',fdtit C�ssst,Ttt Oren'si!itnldy,""13t Si;!isl Ces!,�.it fit ttCepti Yt Y{,tke ll(dYt Intl lnUstl«is .1 Ill.]. ill trpcsildal[+1 tti¢llieli uedde Ttess; uc0� gialfsi.swt:t,4s�ieYnw'lktusp gStll It Pt itspissiii6M tS T 80083 ' tit101all4sigs"mi(now".Allusssnitdo;3eiC?Wtkptmusudg..trmsddtlwleg(axgnepSeMlMttae,m(1;Spgai!:titihiH¢iSIX1e,tNetueiG:gcxsigeifett,Rli9tiaes6esegusiti!"issralid�tstl7tTseas"uts:{set,insiNpliCposistiTivss11.00-e,t�less 4151St.LueieBlvd. tiieriiu dt:"eeiilikth�c+, tH egy4eit!egg}tiipaliet tsMAtti. lte Las 6,sipfiwis AOi fit lei" Crs itm, Toes Spin fulmall ¢}idl%q. l:itspivati laRfat is i6d Mill. Fort Pierce, FL 34946 tld (oppgill"I02016A-1Roofhosses-Ar,ihoiyT.Tamhalll,P.E. RepredunioaoUhisdciomalY,4nanitotm,ispmhibivrithoulihearitlenpomissiealmmAdRantLnsses•Aniho-ayT.TamboObP.E. Job Truss Truss Type Qty Ply 70373 A10 Half Hip 1 1 A0086863. Job Reference (optional) „i Ruut i Cusses, ron Rerce, FL 34946, oes(gnrdaitruss.com Stun: 84.izu s Uec 11 2U17 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:01:46 2018 Page 1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-vYL?2xJy4rVVxHunbD5dSB4eeObUeojg?Zb9f3zR(tdJ -1-6-0 8-11-15 17-6-1 23-6-0 1-6-0 8-11-15 8-6-2 5 11-15 3x4 = 1.5x4 II 4x8 = 1.5x4 II 5.00 FIT A Dead Load Defl. = 1/4 in 3x4 = 3x4 = 6 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.28 9-12 >999 360 MT2O 244/190 i. TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.38 9-12 >735 360 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2O17/TPI2O14 Matrix -MS Weight: 128 Ib FT = 1O% LUMBER - TOP CHORD 2x4 SP M 30 •Except• T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 44-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-7, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1047/Mechanical 2 = 1163/0-8-0 (min.O-1-8) Max Horz 2 = 463(LC 12) Max Uplift 6 = -412(LC 12) 2 = 433(LC 12) Max Grav 6 = 1O47(LC 1) 2 = 1163(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1921/1273, 3-4=-834/511 BOT CHORD 2-9=-1678/1709, 8-9=-1679/1704, 7-8=-1679/1704, 7-13=-608/662, 6-13=-608/662 WEBS 3-9=0/390, 3-7=-1154/1181, 4-7=-384/666, 4-6=-1044/961 NOTES- 1) Wind: ASCE 7-10; Vult=17Omph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=2Oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT2O plates unless otherwise. Indicated. 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 12O.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 = 11O.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 412 lb uplift at joint 6 and 433 lb uplift at joint 2. LOAD CASE(S) Standard iSiney•i!eew Smi:P!tem. lit*1d 1CH%IP Bf`S1iEP1,u.AEntI'MA(03DIMRS'UH011�IU!EI',ft(C!il1RED;:Y:5r fNa ier,!!!=.aPpscxnnsnitt!!u!tsxtkit kws OesEit htsny{;OPicdh!4tRrt i.E!sNIO.Ii.lc4te![!SSeetlt6rt n!. :�tStSi!�niss gtEed�0eT00,uh, Yitttrsssetst gldes sM!t le tstEht qt lb hktcSt. As t Ins,,OespEagittn0e.Sµeit:?Fayssm}: at tta..1 r4 term. lvpaoat rtttnsuta trl�tns��esna:.�a.t�tr<.?d!sipd5t tirylt Two igihdea4et_O teh. ndttiPFI.RL•sigtuttaykas:!tx9ay�::etf; t�!u�� Anthony T. Tornbo It-, P.E. «I dtta Aislwssltt ey&itagiskiwspmsiir'ryd6t Cvtta,fit Orwt's tttlwiniayw(trht+s!dxy hs!�Y,h7tecr•tnt(flt!14!Et!t(tzdda Gel lrl?fuy udr wdiPll.l)tgpetiln}te POtu'ttt(ieY tws'iSt iwss, arine,g!nxtEity.shitgr,lt�«iehx ad Asrcrcng still As ti!resNssail7t' 80083 tltt ldng0mlyeerWftetrY.ttr. ARIA'S tNw;ttIOOtKYetprecusudys'&thcndkeia:!Eey(axtntttSAN(IdxxakaTSGrrd?s3Hd.iNtdSIXAmtCnenNbsgseerctpiiutt V1,1411-D wsPlAa?:tsadl�itsdfatitstCe;gap,(wss0esigs[tyitttrni`:nssYueivdrer,mhts 4451 St. Lucie Blvd. tlitt•iu ddaed!!tGt5nl tpmd qta it mi'ag 6t!Opwlin bnLt[lit iwss Otsipf.iam?is Of tit 101of Otslieux irtns System Eq!ttstl"T Watt lil wpilnlutl h;asatwGfieeentAll. For: Pierce, FL 34946 Upy6gla02016A-I Rooflrosses-AnthonyLlombo111,P.E. Reptedu:tiaaof1%domment,inanylnrm,isptohibi(edwithouubexe0teapesmissionfromddRooflmsses-AnthonyLlombolll,P.E. Job . Truss Truss Type Qty Ply A0056864 70373 A11 Half Hip I 1 1 Job Reference (optional) 1 Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com 8-7-9 Run: 84.120 6 Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:01:47 2018 Page 1 1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-NIvNGGKar9dMZRTz8xdt?PdmXQx8NDIgDDLiBVzRQdI '1-6-0' 8-7-9 7-2-7 3-8-' 5.00 F12 1.5x4 II 4 W4 5x8 3 W 1 3 8 2 lal 6x8 = 15 ;1 11 10 9 3x4 = Us = 1.5x4 11 5x6 = 1.5x4 11 Dead Load Defl. = 1/4 in 5• 6 W5 rn m ll II 0 16 6x6 8-7-9 14-10-0 1,5-1V 23-6-U 8-7-9 I 6-2-7 -0- 7-8-0 Plate Offsets (X Y)- [2.0-1-6 Edge] [3.0-4-0 0-3-0] [5.0-3-00-2-41 [8:0-2-4 0-3-O][11:0-3-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.27 11-14 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.47 7-8 >595 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS I Weight: 140 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* NOTES- T1: 2x4 SP M 30 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) BOT CHORD 2x4 SP No.2 *Except* Vasd=132mph; TCD�=5.Opsf; BCDL=5.Opsf; h=20ft; 82: 2x4 SP No.3 Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) WEBS 2x4 SP No.3 and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members TOP CHORD and forces 8r MWFfjS for reactions shown; Lumber Structural wood sheathing directly applied or 2-2-0 oc DOL=1.60 plate grip DOL=1.60 purlins, except end verticals. 2) Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 2-9-13 oc bracing. 3) This truss has bel n designed for a 10.0 psf bottom Except: chord live load nonconcurrent with any other live Except oc bracing: 8-10 loads. WEBS 4)' This truss has been designed for a live load of 1 Row at midpt 8-11, 5-S, 5-7 20.Opsf on the bottom chord in all areas where a MiTek recommends that Stabilizers and required rectangle 3. 6-0 tall by 2-0-0 wide will fit between the cross bracing be installed during truss erection, in bottom chord and any other members, with BCDL = accordance with Stabilizer Installation quide. 10.Opsf. 5) Refer to girder(s) for truss to truss connections. REACTIONS. (lb/size) 6) Provide mechanical connection (by others) of truss 7 = 1062/Mechanical to bearing plate capable of withstanding 456 lb uplift at 2 = 1171/0-8-0 (min. 0-1-8) joint 7 and 422 lb uplift at joint 2. Max Horz 2 = 512(LC 12) Max Uplift LOAD CASE(S) 7 = -456(LC 12) Standard 2 =-422(LC 12) Max Grav 7 = 1062(LC 1) 2 = 1171(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1962/1195, 3-4=-1536/1070, 4-5=-1525/1285 BOT CHORD 2-11 =-1 681/1723, 4-8=-352/513, 8-15=-517/519, 15-16=-517/519, 7-16=517/519 WEBS 3-11=271/473, 8-11=-1718/1792, 3-8=-435/451, 5-8=-1257/1383, 5-7=-992/1013 wmag •rito;t!v±Hgi'}m;<. fa't «7i 1rOSS6(Sit!rr'p.i{lUstlrWi t.CND TrOtf(DiTDA;rU!EPE(C109Lr0=Y;SY fr.0.In*Ai-impYlit'rls Hl tHl HitsHMiS'°tsOtitilIttoplmw6t4101 HIM. [I'll. I&mH!Atltythtt lY..D L's 4'tt!sitt i!MtObIP'.D.HIr tDiet°atrar pldes syagle Htdhr ih;hkttAii lsertsHCtt'spe EapienQt..SHf"w7 �3h'°J:!><HdHsyl 9Hye;aretat:°r>na�'.�Sr!6h1i Hd t9+yh.1t13y+tHrpr2:ihhr!k bsipdae sirthTmtdyi^,.elH°.cel@g tdr, H3H SP41, f�ies!g nuaY t: 7 S`;Hs, se!!!iy Mthony T. Tombo III, P.E. W."'d ilislHSshl Cy iY.b;116 1tsyt911W-1 it rst cm, 6t Dim's r1hudiltel rtW-!iN ot.r:ehfie1W.14:`11t lic dt Ktit of lt°S7ti.;tot ad111-L Ttl gpawS V,Ifilg84:6i hillmilds Ims; hdPo5lA7dDg'ftw'iisk'M wd d.'Wj sldl unill"fi}IIi'{R r80083 ' 6tt Uept4tiper m!(vmenc Wnht HffA°tieiM eltle ptem calls:6slastt'Cst=:q(rtHta Sehtr lefttecce;TJI}p3i5sNit':FI HESIU eetf!rent!{r.pmdl.ilmce. Tl4t 9t!a?s tietHyw�ii6`ssa1lN°tSaeAest CH:ps,'°ss Deul�T.epaea adinss p:edxaxH,wleIs td°EiH ddixl ltthlhxl t, ed molt:' r ai sit!tlrN. St, itns Oti hive! 114E lit Wiir hi ff.r T,fst Nil r"It.0 d lithd6 .es UTAl,tm et H lefiul it 1111. 445E Pierce, FL 61Yd. n � r Fit m t ( 5w e v Fort Pierce, FL 34946 (epytightiv2IDEAIReal husses-ArihonyLEomhalll,R,E, Repiadslionolihisdorument,inany lamyisptahihitedwInouuhealitleopamissiueltomAd Roof liusses•Anthony Llom.Do111,R.L Job Truss Truss Type city Ply 70373 Al2 Half Hip 1 1 A00,56865 Job Reference (optional) ewe e. — I— a — I I — I t rs aK. - Ictl 5 uec I I ZU I. MI I UK UIU115111e5, Inc. I nu Apr 7Z -I mu l:4u Zu16 M = 1.5x4 11 c nn ran F 6 m m dt IF 11 10 3x4 = 3x8 = 1.5x4 11 8-7-9 Dead Load Defl. = 1/4 in Plate Offsets (X,Y)— [2:0-1-6,Edge], [3:0-3-0,Edge], [5:0-3-0,0-2-41 [8:0-2-4 0-3-01 [11:0-3-8 0-1-81 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.89 Vert(LL) 0.2711-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.49 7-8 >574 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix -MS Weight: 144 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 5P No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-9-13 oc bracing. Except: 10-0-0 oc bracing: 8-10 WEBS 1 Row at midpt 8-11, 5-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1062/Mechanical 2 = 1171/0-8-0 (min. 0-1-8) Max Horz 2 = 562(LC 12) Max Uplift 7 = -512(LC 12) 2 = -409(LC 12) Max Grav 7 = 1062(LC 1) 2 = 1171(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1963/1126, 3-4=-1546/1015, 4-5=-1585/1312 BOT CHORD 2-1 1=-1 696/1725,4-8=-455/657, 8-15=-267/255,15-16=-267/255, 7-16=267/255 WEBS 3-11=267/470, 8-11=-1705/1774, 3-8=-412/414, 5-8=-1551/1638, 5-7=-1007/1105 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 512 lb uplift at joint 7 and 409 lb uplift at joint 2. LOAD CASE(S) Standard / ZIdnetg Rm;erntst}5!ytnR.ltt'i 1011110i5 snuE1?'DO)edO.W.rttb.It.),I]].r.r.l['Net!Wit tthu I. Cdnsaxtnu s'dKwdtl q,n1T Niittlents`t•rldes dtfl le.stEhrtit lb3hle ttOd bebin Nip Egt.:erlie..$eri:, FsyvNL tte I'd mmlf0llu"'lcs a saglon 0161 pthssta tegwsill",li6sgsd5tdttll lmsiyidedm2elCO.dl,mla R11. 13e lest;. os fMitaltg roams, sd.Witi githony T. Tombo IN, P.E. Win 9 tat lmsl.I Cq taliinj it nspitisrTlOf dfit Oat!,It, Onte'sontoWgatnitt�.'h; Oul", to r.. whit, 9Its RE,df KInd N WOO.; idi .1 TM, Tif "itod 9 th I'D W At Wit .,It 0 df rast, hdassp tvdr.y,*41..hW,1, i. cidkniy dill it Al rtsptsibil'1 d w80083 til ltilful Qtilplftllr.W0.i.e. itItNl. NIIW4ba.ICO ted@elaCat bid j:{b'3ti0.�11Cir.'�EPllielNSetN!Idee$k-00(TiS �JcitNtr j(I mtStitftt eilNmtis h!$-it pim T111 fif.mb ? ilmillbsadMnd,b,Nis Cup"lml Nq, rq... 0m, iimeitd-,Wus 4451 St. Lucie Blvd. tONiih .wie.lEo!,,I,ettlgon;,394e;!p lhnh.tl!d.tHbns�sil.hpieslisU'iGtlriHhghsigir,elltsssldtmE.fantttn,ailry.u�linikfe;ae�tKacfc:ahtrlt. f4451ort ce, ri 34946 Cepytighi0tC16" Roof Itusses-Anihonyr.rombe111;P.E. Replcdedionofibis dcmmtot,inany fotm,isptohibiledwithoulthewlisleopelmiss)eeItem AdReal basses - Anthony Llom6o111,H. a Job - Truss Truss Type Qty Ply A0056866 70373 A13 Jack -Closed I 6 1 Job Reference (optional) Al moot I russes, Tort rterce, rL 34u4o, aesignLa-i truss.com 5-7-9 Run: 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:01 A8 2018 Page 1 ID:bgBJJuT4J87YN WOW 1 j6wbczWgy4-rxTITcKCcSICAb19ie86Yc9z1 gG06e?zSt4GjyzRQdH 14-10-0 23-6-0 5.00 F12 4x8 4 6x6 3 W4 3x4 . 5 Dead Load Defl. =1/4 in 2 ��6.8 = 6 m Ft� 6x6 = 0 10 9 8 3x4 = 3x8 — 1.5x4 11 • 8-7-9 I 14-1O=O 15-1Q-0 23-6-0 8-7-9 6-2-7 0- 7-8-0 Plate Offsets (X Y)— 12:0-1-6 Edge] [3.0-3-0 Edge] [5.0-0-13 0-1-8] p•0-6-4 0-4-,8] [10:0-3-8 0-1-81 LG9ADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.76 Vert(LL) 0.29 10-13 >978 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.46 6-7 >608 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 134 Ib FT =,10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 7-9 WEBS 1 Row at midpt 5-6, 7-10, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/siie) 6 = 1062/Mechanical 2 = 1171/0-8-0 (min.0-1-8) Max Horz 2 = 607(LC 12) Max Uplift 6 =-569(LC 12) 2 =-393(LC 12) Max Grav 6 = 1062(LC 1) 2 = 1171(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1953/1040, 3-4=-1618/1025, 5-6=-256/368 BOT CHORD 2-1 0=-1 684/1713, 4-7=-529/843, 6-7=-1455/1479 WEBS 3-10=-313/513, 7-10=-1711/1774, 3-7=-335/332, 4-6=-1637/1613 NOTES- 1) Wind: ASCE 7-1( Vasd=132mph; TCI Cat. II; Exp C; Encl. and C-C Exterior(2) exposed; end verti( and forces & MWFF DOL=1.60 plate gril 2) This truss has be chord live load non( loads. 3) - This truss has t 20.Opsf on the botU rectangle 3-6-0 tall bottom chord and 4) Refer to girder(s� 5) Provide mechan' to bearing plate car joint6 and 393 lb (11 LOAD CASE(S) Standard Vult=170mph (3-second gust) 5.Opsf; BCDL=5.Opsf, h=20ft; GCpi=0.18; MWFRS (envelope) .one; cantilever left and right II left exposed;C-C for members 3 for reactions shown; Lumber DOL=1.60 n designed for a 10.0 psf bottom mcurrent with any other live m designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members. r truss to truss connections. I connection (by others) of truss ile of withstanding 569 lb uplift at t at joint 2. kna•4 Pl:an 3tttz!a'} mu. Re'Id A6>Fit➢SS(S; SRE(r;,Hr(t((IEIDS I (CAD:TWMS(CiraY; (U!EI jA(RSSPIFD?4(!l'(ro. te3,r(�s�!prtar!m rt! teluits u r4is tms Cri{v [Yr.igfipjcd5! sus} 1.h�Y! 6,PLICeren!SSeUlthu n!: !k'ra s!le!xis! cc:dealcs 1D, rd! wr!I mntm pds!(e A!a�Ett9 IC hl!,El I!el±±!etu,E,>� �p,snaFn e6�±t±au•}r� rt.�tenm[x� r!nn}�!rrn:�; m!a+d .w3ht•se±r (�fcata.,!d ntL n i±,irrn;t:>,�,ws: m Anthony T. Tornbo III, P.E. e!laeAdis lrss lu�ltr:lagisd!r!;pmf:a;l!dt;e Crp�,!ieC.ts+'so±tl±�!ds{eUuE±6r,!dy:h:i r,h6t uaeenu'Iksli(,tEt 6(alxe ln!Ilaillupu#mdi!II.T2±vtpre±!I,�L4171eelet}6!I(u!dtlt Tass,uroa{'inki.#80083 ' whir1140g±vm(Setu"t IDV`"I'd. Nn—arm remmulyrt:'xhsddot'dOnferm'"Sedf M!rms:w(6(SI!pi9!S±(I,!nm1S!(Ae!rExem!!a±(e—lic(ette. 4451 St. Lucie Blvd. !M.;sk.'eA lre[ahrJep±d±!sehnii:j{}elEaSn h.thet.ileTms6nip Eeu!rh!Di Ge kilCregDtsi{ar.e: LnsS!sleo Erc4SdulhD6y. A7 ull±litd rra!at!s (t6xtd i!T,rFI. Fort Pierce, FL 34946 (opytigl;1 2016A-I Roof fiosse'>- Anthony Llomballl,P.E. Reproduoionollbisduument,inany form, hprohibited r4outtbe•tittenFumissioefrom AItooiLasses Anthonyi.Tam6nlll,P.L 70373 601 G I ROOF SPECIAL GIRDER 1 A0056867 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run. 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:01:49 2018 Page I ID:bgBJJuT4J87YNWOW1j6wbczWgy4-J718gyLgMmt3olcLGMfL4gi9MDenr2J7hXqpGOzRQu( ,1-6-0 6-6-12 11-0-0 17-0-0 18-5-$ 23-2-2 28 8 6 37-2 12 '1-6 0 6-6 12 4-5 4 6-0-0 5-8 48-10 5 6-4 5x10 3x4 11 Dead Load Defl. = 9/16 in 7 8 15 « 1. 14 4x10 = 10A4 MT20H6= 3x6 11 IF bxet = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES TCLL 20.0 Plate Grip DOL 1., TIC0.66 Vert(LL) 0.68 14-15 >655 360 MT20 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.98 14-15 >450 360 MT20HS BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.21 9 n/a n/a BCDL 10.0 Code FBC20177TP12014 Matrix -MS Weight: 557 lb LUMBER - TOP CHORD 2x6 SP 240OF 2.0E 'Except* T1: 2x4 SP M 30, T4: 2x4 SP N0.2 BOT CHORD 2x6 SP 240OF 2.OE *Except* B3,B4: 2x6 SP No.2 WEBS 2x4 SP No.2 `Except` W9: 2x8 SP No.2 W1,W6,W7: 2x4 SP No.3 W5: 2x4 SP M 31, W3: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verticals. BOT CHORD ' Rigid ceiling directly applied or 8-5-13 oc bracing. WEBS 1 Row at midpt 8-9, 5-14, 6-10, 7-9 REACTIONS. (lb/size) 9 = 3644/0-8-0 (min. 0-2-2) 2 = 584410-8-0 (min.0-2-7) Max Horz 2 = 591(LC 8) Max Uplift 9 =-1578(LC 8) 2 =-2648(LC 8) Max Grav 9 = 3644(LC 1) 2 = 5844(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12514/5692, 3-4=-12146/5530, 4-5=-17960/8178, 5-6=-19563/8967, 6-7=-3752/1596, 8-9=-290/203 BOT CHORD 2-19=-5709/11468, 19-20=-5709/11468, 20-21=-5709/11468, 15-21=-5709/11468, 15-22=-165/366, 22-23=-165/366, 14-23=-165/366,12-24=-3581/7501, 24-25=-3581 /7501, 11-25=-3581 f7501, 10-11=-3581/7501,10-26=-1548/3441, 9-26=-1548/3441 WEBS 3-15=-372/356, 4-15=-736/918, WEBS 3-15=-372/356, 4-15=-736/918, 12-14=-876/2035, 5-12=-7880/3716, 6-12=-6643/14210, 6-1 0=-5799/2898, 7-1 0=-1 891/4291, 7-9=-4725/2130, 4-12=-3408/7637, 12-15=-5472/11205 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 rows ,staggered at 0-9-0 oc. 'Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 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, with BCDL = 10.Opsf. 8)I Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 1578 lb uplift at joint 9 and 2648 lb uplift at joint 2. GRIP 244/190 187/143 FT = 10% s 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 755 lb down and 375 lb up at 5-0-12, 468 lb dow6 and 219 lb up at 7-0-12, 468 lb down and 239 lb up at 9-0-12, 468 Ib down and 295 Ib up at 11-0-12, 1884 lb down and 924 lb up at 13-0-12, and 991 lb down and 490 lb up at 15-0-12, and 991 lb down and 443 lb up at 17-0-0 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=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-7=-70, 7-8=-70, 13-16=-20, 9-12=-20 Concentrated Loads (lb) Vert: 15=468(F) 14=-991(F) 19=-755(F) 20=468(F) 21=-468(F) 22=-1884(F) 23=-991(F) Kwdq Neese tgsngtlr(nieetse'dd IMF IINBi'SEU[n CEDB!(smIs(OliOTUCKS(8g1D8teE18';1Y`ICN'M'1 EMP Err gerbr Gdgepasmdsn e>Or�eNsasiisT,ns Oes gaBsniylR{?ul lh Adlwrl. tesseOf,Ei. edneze!lsdir.'eene. udessdhnise ddden6e10D,sa!g dsTekm."rPY's'bel'intifirb TOD le h.dit. As Crisis Delp hglrzN{Le.SgMdly braxer;,3e aehf®g70D represeds �ess¢p[eedslgralnslud euhe:ae sesgusOilny6r Me essgass?tCe s!sPeTnss[p0d wkeDhey,w.W. Thtes:ga—rims. lid.1t:ednx:, smniug - Anthony. Tombo III P.E. Edexdt7slZssStegtditieg itnempmsOileydlh O.Ir.k Orals 03i'dn,rod c Is, Wrag Dnigrer, 4 NmMddAe I"? Mud tle I'd IsAnidtmlMI. lYe �,me(dlk iDD aaimfieGuedtleTnst.ieJ(5ty lsfcg.tnrgt, (eshlldue mdke,ig s4dilaf rt!gm4fst:Md Y -80083 ' G(t:i'13gDtfu�".RtW(fC.edit.File:ISnONi2Ih1DDM13tgtC4ite3e0tpllda!fdllegdlGlp(FapfOtdSlidgl±A'a[Am{tsir;glgll5h3Sgg.1Y'IIgIGm:(tlYlSe9filgeetlniii!dA(n.1P�IfeStlSR3(eigWigJ:Ati[Edb":Se!`Ae1,mSDedpH,g:FffDeS�igi'rtV@IEIeliM.Fide!'flet;mTSS e!lerriu(diedsyoCnsCtdeyedepeie a-siligigdlpart:s im {rei IhTmn@s:a Esp., is NOTA&14121ftsirsu, ubissys!en ttgiw dmr l.DLy. All OpHaWns erea 4451St.LueieBlvd. -deal ie ITT[. 44 1 Pierce, FL Blvd. (op)Tigbt 0 2DId A -I faof Tiosses-AothonyL Tembo ill, P.E. 2eprodussion of this dommens, io anyform, is p,ohibised withaul the written permission hom A-1 RUD(Ttasses-AnthonyT. Tombo ill, P.E.34946 1 Job. Truss Truss Type Qty Ply A0056868 70373 B02 Roof Special 1 1 Job Reference (optional) ' Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:01:50 2018 Page 1 ID:bgBJJuT4J87YNWOWlj6wbczWgy4-nKbWulMS747wQuBYg3Aadl FlvdOSaXdGwBZNdgzRQdF 18-5-8 24-10-3 30-8-6 37-2-12 . 5-5-R I O-B-R 5-10-3 5-10-3 6-6-6 4x4 2x4 11 7, 5x8 = 2x4 11 Dead Load DeB. = 3/8 in 8 9 5x8 = 5x6 = 11 5.00 F12 4 5 W9 0 N 3x4 0 0 3 W7 I 6 T I Cal 4 2 5 14 =728 = 13 22 12 11 0 23 10 I� 18 17 r 16 15 4x4 = 3x6 = 6x6 = 4x6 —_ 1.5x4 11 6x8 = 2x4 11 4x4 = • 7-9-13 13-0-0 17-5-8 I1 -5 8 24-10-3 30-8-6 37-2-12 7-9-13 5 2-3 4-5-8 -0- 6 4-11 5-10-3 ' 6-6 6 Plate Offsets (X Y)-- [2:0-0-0 0-0-14] [4:0-5-12 0-2-8] [8:0-5-12 0-2-8] [14:0-2-4�Edge] [17:0-2-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.41 15 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.58 13-14 >766 360 BCLL 0.0 * Rep Stress Incr YES WB 0.87. Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 242 Ib FT =10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B3: 2x4 SP No.3, 132,135: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W5: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-7 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 9-10, 6-13, 7-11, 8-11 2 Rows at 113 pts 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10 = 1678/0-8-0 (min.0-2-0) 2 = 1792/0-8-0 (min. 0-2-2) Max Horz 2 = 641(LC 12) Max Uplift 10 =-682(LC 12) 2 =-679(LC 12) Max Grav 10 = 1678(LC 1) 2 = 1792(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3372/2304, 3-4=-2815/1992, 4-5=-3888/2971, 5-6=-3904/2976, 6-7=-2442/1739, 7-8=-1170/855 BOT CHORD 2-18=-2917/3003, 17-18=-2917/3003, 13-14=-3417/3898, 13-22=-1956/2194, BOT CHORD 1 2-18=-2917/3003,17-18=-2917/3003, 13-14=-3417/3898, 13-22=-1956/2194, 12-22=-1956/2194, ) 1-12=-1956/2194, 11-23=-900/1023, 10-23=-900/1023 WEBS 3-17=-616/663, 4-17=-524/565, 14-17=-2464/2647, 4-14=-1448/1862, 6-13=-2064/1771, 7113=-934/1316, 7-11=-1751/1575, 8L11=-1082/1421, 8-10=-1732/1525 1 NOTES- 1) Unbalanced roof Le loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C- EnclGCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load non concurrent 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 talllby 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 682 lb uplift at joint 10 and 679 IbI uplift at joint 2. LOAD CASE(S) Standard s!.eiq-neeena.,upr!,h.n!dIN" nJsss[uuf<ZarasrtrusaT;rmeueanoxlnrta;a903L NE lesziEpd!dpineadnsrolralminaIts prsss8esfl3rawiy(R"v,,,,sni!eam.1T.rahC!rEMnne4afEsaTei.[hinsHknudsdeetlepOg,wp ILTekcacemq!ahssldlbauifanx 190labadit AseLm Desipbyion{Le,specISItp 6ylrt!;A!s!d se op100 sepraedtarmptae Atls pahsshed ea!a!!riey rgnubllap'sr Re laigae!Ibd yeTnss d!p!dlhetle lDD alp, adn tYl.lbd!sipa>srmpma.hoyuedmen.auanrp Anthony T. Ternbo III, P.E. dssesl a!sNato sq bufey is lbrvioeli!m ON 0-r. tlsMuissaarnsi s;ed rib 1d1fg0!silm'.I'e who ON lK,O!;: ai ae fudba!fog adtasTPld.Tbsspmo d lye TDOs:d sn tiddae016e Toss.hd,fioik 14- vv"e, psshlteaaud emit' s&fa la mpw4ird t80083 pare ' de la'.t3g Ossiga�sd Qd:sast.L!ohs ICU AfteR d fne ns.1pffiimsoo!Mnig Wpm Sdep lairneaa(rrs, PdI.sWI,1 dsbquereLnewlo yeseN ya da2 iPFl a9as!!:apecs bd9tsssNdassdBeLsss Pedpe,l!ess0es ¢aEaiiaerasrass Laadsdem,aafs [e 4451 St. Lucie Blvd. s#e�ia ddisedipoUdaO sLeedsyss is vmiq 1p dl Psdasioc?oi Tieiass Crsi Egi¢etis AOp Ce ra lag2FZ;an,aTrrs Spsta �yiaerrmbilLq. L!eq:da!6h:os rem Wan laTI[I. Fort Pierce, FL 34946 (apyright 2016A-IfuafTrusses-AmhonyT.Tombo[if,P.I. teproduaionofibis document, inany form,isprobibBedwithemthe written permission homA-IfleofTrusses-AmhonyT.TonhuIll, P.f. 70373 IB03 (Piggyback Base A00�6869 Oeslgn(maltruss.com Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc, Thu Apr 12 16:01.51 2018 Page 1 ILI D:bgBJJuT4J87YN WOWij6wbczWgy4-FW9u5eN4uN7nl2mkNmhp9FnU81 KiJzDQ8rJwKGzRQdI_ 8 4-1 12-0-1 14-2-0 19-8-5 23-10-6 30� 12 3-10-1 3 8 0 2-1-15 5 6 5 4 2-1 6-6-6 4x8 = 2x4 11 7 a Dead Load Dell. =1/4 in !v 1J 12 .. ... �„ 10 ti 9 6x6 = 300 = 3x6 - � 3x4 = 6x6 = 4x8 = rta(e �nse[s tx,rt I1:u-0-U U-L-UI ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.27 10-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.57 10-12 >637 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* B2: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-6-oc bracing. WEBS 1 Row at midpt 8-9, 6-12, 6-10, 7-10, 7-9, 2-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1355/0-8-0 (min. 0-1-10) 14 = 1355/Mechanical Max Horz 14 = 416(LC 12) Max Uplift 9 = -541(LC 12) 14 = -501(LC 12) Max Grav 9 = 1377(LC 2) 14 = 1355(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2435/1754, 34=-2746/2035, 4-5=-2126/1542, 5-6=-2405/1818, 6-7=-934/677, 1-14=-214/265 BOT CHORD 13-14=-1754/1533,12-13=-1910/2026, 11 -1 2=-1 242/1310, 11-15=-1242/1310, 15-16=-1242/1310, 10-16=-124211310, 10-17=703/832i 9-17=-703/832 WEBS 2-13=-708/1236, 3-13=-1287/1071, 4-13=-670/752,4-12=-36/322, 5.12=1147/998, 6-12==1140/1365, 6-10=-102.1/1067, 7-10=-81311173, WEBS 2-13=-708/1236, 3-13=-1287/1071, 4-13=670/752,4-12=-36/322, 5-12=-1147/998, 6-12=-1140/1365, 6-1 0=-1 021/1067, 7-10=-813/1173, 7-9=-1410/1186,2-14=-1775/1262 1 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 9 and 501 lb uplift at joint 14. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 203 lb FT = 10% YWs',1•rlrou>»rEr1i!}!tsstrkt'Ad i[>FTtD',S(S{53((1?.. £LiEu! T9kS t (CdAT.DNi (DADsi;'tNEi' dC17i6iiFOgY.�iY(tta. rw�,i lti!,apataetusui Iniulis to Nt?sirs Oes!p krrie;(Dpies! � 1 T. halt IC rt.l6ans} Siepittae w. Ps!esi }!kt!sist 1Y.ld roSt7uD, etll d1lTtttattfu lldts SSE'lit Sldhfllllr. hleldid. ii91!ES1 hilpirejl'Ittr(e.,Sre(a.11EEJiEIt/},76l Stdg61 T(1lrliM'.1�i'(tlht(t0!I(3 rallSS.!kE?fejp4tl�j llirWi(i;il¢(tl li}d!!ipd[tl Shjll Tm3Sdtrlhd�tkT:4tdt, Rda i1(i. lil il!Id4 fl3PZi'ld! `P]r!tl;'StE1,!t'!ti11 ud;esfl€is insslster6ri+li;'1l!!lt[0L1:3jir111 g;t}!, ht DiW�ifi!toFt3}tij1U 11'fA�!ij'}t11^�.N,h61:C�IC}th}h(,!StQ(ttl'tSN}I SEiirSSliF2tCSjTrl ' (rxerenvouri},tth;lp¢w. trots lit respxtsdtl;:tsadl.4tsdh:T!tss 3E;q¢g,!issCtsrlE 6n ds "I'miotET'd.1fidiEstar 1.1E,MC:orsa itsAlai ony T. Tom:o It'-, P.E. he0MINuturmdehanri. SfliieseM [Egttu atdTnss(ludx[su,wltss 80083 d}tnit dtbedl! E r N!gatitlte 4 v2a 1l4p na im4 d. isl Las Drsiphrm!is Ulsufdliar Ptsqur,a!isns Sistta fnipf <d tE!W16ss. ii"IJA listsas at isddati iETeL 4451 St. Lude Blvd. Fort Plerte, FL 34946 Copyright 201AA-1Roof Trusses ArtbuayLiosnbeill,P.E. AeptcduAivaolllisdommeat,inoayloim,ispsnhibitedwisEaatite+r}ittenpe!missiaatre.nA-lioolhusses- AnthonyI.Tambnlll,p.t. Job y Truss Truss Type City Ply A0056870 70373 B04 Piggyback Base L 1 1 Job Reference (optional) it Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com r75Db1 Run: 84.120's Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:01:52 2018 Page 1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-jijGJ_Ojfh FefCLwxUC2iSKeaReX2PyZNV2TsjzRQdD 14-0-1 16-2-0, 23-10-6 , 30-4-12 t 5x6 = 5x6 11 4 6x8 7�'- 2x4 II Dead Load Deft. = 5/16 in 6 7 5.00FI-2 i I( 10 4x6 = 4x6 = 1.5x4 2 5 W8 1 y1 \ 3 / �14 1411 2 V�3 ; �. . 13 12 14 11 105 16 9 17 8 6x6 = 4x10 = 3x6 = 3x4 = 6x6 = 3x4 = 6-4-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.23 10-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.55 10-12 >660 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 `Except* T3,T5: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at micipt 7-8, 4-12, 5-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1355/0-8-0 (min.0-1-10) 13 = 1355/Mechanical Max Horz 13 = 416(LC 12) Max Uplift 8 =-541(LC 12) 13 =-501(LC 12) Max Grav 8 = 1372(LC 2) 13 = 1355(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2729/1948, 3-4=-3159/2376, 4-5=-1881/1378, 5-6=-953/621 BOT CHORD 12-13=-1543/1272, 12-14=-1737/1825, 14-15=-1737/1825, 11-15=-1737/1825, 10-11=-1737/1825,10-16=-1677/1877, 9-16 1677/1877, 9-17=-722/817, 8A 7-722/817 WEBS 2-12=1217/1860, 3-12=-1606/1427, 4-12=-1108/1245, 5-9=A328/1191, 6-9=-619/1005, 6-8=71381/1224, 2-13=-1660/1172 WEBS 2-12=-1217/1860, 4-12=1108/1245, 6-9=-619/1005, 6- 2-13=-1660/1172 NOTES- 1) Unbalanced roof for this design. 2) Wind: ASCE 7-11 Vasd=132mph; TCI Cat. II; Exp C; Encl and C-C Exterior(2; exposed ; end verti and forces & MWFI DOL=1.60 plate grit 3) Provide adequat ponding. 4) This truss has be chord live load none loads. 5) ` This truss has I 20.Opsf on the bott( rectangle 3-6-0 tall bottom chord and a 10.Opsf. 6) Refer — girde. 7) Provide mechani to bearing plate ca4 joint 8 and 501 lb u LOAD CASE(S) Standard 2=-1606/1427, =-1328/1191, 138111224, loads have been considered Vult=170mph (3-second gust) =5.0psf; BCDL=5.Opsf; h=20ft; GCpi=0.18; MWFRS (envelope) :one; cantilever left and right 11 left exposed;C-C for members 3 for reactions shown; Lumber DOL=1.60 drainage to prevent water designed for a 10.0 psf bottom !current with any other live m designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members, with BCDL = for truss to truss connections. at connection (by others) of truss able of withstanding 541 lb uplift at lift at joint 13. PLATES GRIP MT20 244/190 Weight: 194 Ib FT = 10% kma-g-ReesesiasgetlneMt Mt'bii[7TTl0iSf5(55iTi;, caiUllTtYStt0tOT3as (YSTuY(MFI j2ttv5titE0EYESrtre snit!ib>0torivis of ful bits vet}is Tats Nto DwitlInk) ed4!is'taal T.1v-.h R ff.10'ru'e Saatkhre m Mss osnnrisss lti ati10:!eh NITetl lliCLili1t5514I1!iiedlM±i!1GGhle ecii }sakes Ges©Eayaler(ix,ireC1�'IAJ9?CI;, ISt ltd tE @TIYGIexIIP]!SgY.11+htUA 9lidtltlt41 tdj1Y.nl�feSpWY'J'�iN+fl li?C?SIyRd.^ai L3yll TrtlS llpi^tCEBR!TGG ICtt, OtCK R1I,I ClSIy6@SSISj'rttS, IF9T0T;M.Ft4l,?Pl4SC11t Anthony T. Tombo tii, PIE. mete ON; IMS1tesrt�N4-.?nsitasrSydllt Dw,tu 0st!?s PUMoyt4uf.!ic �7Gex�,tv6t lf:etiE`Y4!101 Y(�eSe txtlhl!fiiteLtmfitlL Tat atp�udd@e1G9 vni es 6el(neQdt lass; ias�:sy bvthy.ikbyt,ss'e,Fiaudkxn1 ds01!Alresl?vsuil7d „80083 ' htisGinjT4sipetalietaulw.U!artesittMoStTGSm9@t!recasudyaerkesd&et+:fntosgutnSdhldarar:ae?i31!y.�S'iskdh$Ftu156tAvenfaualyrftxe;dgaitutt.P4S9?!;lsHertspur3i@!Wald+undneT:assDtaps,ttus6eny![vpetnal;rr:t!lsvrfo[zeymfess 4451St.Lucie Blvd. dkni:e!r ntage[utrrlagred tyx u.r_zgkpd;yr<tin H44.[Wass DesipEtiam kt01 lit 1011.1DS'vr.f'onsSTstem Etyinr:�m, haul. r:alntlillettsvt rsed W011. Fort Pierce, FL 34946 dinatprnsses�An!hooyl.iasha111,P.E. (opyti0hfI201bA-1Roof frusses-Aatbonrt.tcmbe111,P.E. AeprodorfionofAftdotnmtat.itanyfosm,isprahibitedwifhoafthews0tenpetmissionfrom6 Job Truss Truss Type Qty Ply 70373 B05 Piggyback Base 1 1 A0056871 Job Reference (optional) Al Roof I cusses, con rterce, FL j4946, eesignLaltruss.com 4-4-1 1 Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek 4-7-9 ' 2-1- 4x8 = Inc. Thu Apr 12 16:01:52 2018 2x4 11 Dead Load Defl. = 3/16 in 6x6 = 3x4 = 5x8 = 3x4 = 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.22 10-11 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 9-10 >869 360 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-3-15 oc bracing. WEBS 1 Row at midpt 7-8, 2-12, 5-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = .1355/Mechanical 8 = 135510-8-0 (min. 0-1-10) Max Horz 12 = 404(LC 12) Max Uplift 12 = -501(LC 12) 8 = -540(LC 12) Max Grav 12 = 1355(LC 1) 8 r= 1355(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2776/1894, 3-4=-1922/1366, 4-5=-1705/1325, 5-6=-940/632 BOT CHORD 11-12=-2880/2964, 10-11=-2186/2254, 10-13=-1561/1671, 13-14=-1561/1671, 9-14=-1561/1671, 9-15=-717/806, 8-15=-717/806 WEBS 2-12=-3101/2287, 2-11=-519/632, 3-11=-236/497, 3-10=-738/800, 4-10=-372/561, 5-9=-1176/1139, 6-9=-660/1018, 6-8=-1363/1213 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf•on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 lb uplift at joint 12 and 540 lb uplift at joint 8. LOAD CASE(S) Standard 30-4-12 PLATES GRIP MT20 244/190 Weight: 194 Ib FT = 10% ti'nrj •Pere 5rszgll!ntlete 6e'td ICOEilUSS61'SRi!1';,iihTdAl T:iM4 t!CM1kT15NS!CKTCA;INtt"1!p�iitiD5.l'!51' 4ta ierl!!leala t3't9ekai rcl realtdet ovHit?ms Cesi;e [eeriet Dlnealae e��!i.bcMlE. t.f. tExeer, beet 1tGnnt.:§:e;s e'Snsise s5?e6 estEa7cU,tel! Niittsasufn rttlu sh!IhrtedfatitlG?hla ee7i istlnsf BeCrs Fey3tes(is,S!ar:'itT'Eay�tyl,tle sed eea!1:9 nxtsa:smcrtphtea,'te raiefGee;yu�t rcs�atib'2rMtka dttlpdae s6;It itas 3yi:eSas�elgtdr,ttla lPrl.fa±lesigtnstayxas; !tarag;ss&5eas,arkEltn Anthony T. Tombo Ill, P.E. ealastd l:itInes fit ¢!tri-1414 n:}ssiairydne Crtth fit Usetr's ashmi 1JaJa1 k!.NNs...*,ie fit Wass! to 1140n Kadlit Intl M rst ads WT8•i.TN gpatlsl*06 td at Which As Toss, uca3.; h ilug. st>tup,n vim codinw; skfl it aansta,447d ;80083 ptlniluyMdpergi!etnMtr. AllutnselMu'sT2gudtltFrecnsen7pd:ixa'.dttr'talfutueUSehhhixaSse(Y.ifjp"r.+befl.:iluiSUAse;dxemltz6m;dl�A Tr4ldthaettiensNsstiif`nmil.Gtsd7eT:ssths:Y.e,!nseGesyn4gttxadTmstlmrhfaee,w!ess 4451 St. Lucie Blvd. tttvwst 9eiini t!sttttnn tpetd tpwit ni?uT6y a'{aNas h!d!d.tls Terss[atgs EsptntielCi 6t lnTbtr Casigsar,s Ines Splea fs!iesrtlm, 6sit6t!.l sgihlGti teas atnitimMitRF1. For, Pierce, FL 34946 CopyrightC2016A-I BootTtums-Anthony1.TcmhoIII,P.E. Aepicduoionofthisdcsumcnl,inany1014isprohilitedwithoutthewtiTlenpetmissiaa(ronsA4loafhosses-Anthoryl,Tomboill,P.E. 0 Job . Truss Truss Type city Ply A0056872 70373 606 Piggyback Base I 1 1 Job Reference (optional) A-i poor i russes, rort rrerce, rr- �U, ueslyr{Lwa 1 u uaa-w II !v tO 3x8 = 4x6 11 C� 1 13 12 3X6 11 5x6 = LL 5.00 12 1.5x4 II Run: 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:01:53 2018 Page 1 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-BUGeWKOLQ?NVHMw7VBkHFgspl r_anrHic9o1 P9zRQdC 1 4x6 5x8 11 4 11 10 48 = I 5x6 = 1 6x8 i:� 2x4 11 6 7 9 14 8 3x4 = 6x6 = 30-4-12 Dead Load Defl. = 1/4 In LQADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.23 11-12 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.41 9-10 >883 360 BCLL 0.0 Rep Stress lncr YES WB 1.00 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 199 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 13 = 1355/Mechanical 8 = 1355/0-8-0 (min. 0-1-10) Max Horz 13 = 466(LC 12) Max Uplift 13 =-499(LC 12) 8 =-543(LC 12) Max Grav 13 = 1355(LC 1) 8 = 1355(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1 3=-1 252/889, 1-2=-3046/2148, 2-3=-2879/2011, 3-4=-2908/2252, 4-5=-1996/1489,5-6=-973/604 BOT CHORD 12-13=-880/413,11-12=-3076/3260, 10-11=-1832/19151 9-10=-1833/1997, 9-14=-725/807, 8-14=-725/807 WEBS � 1-12=-2184/3113,2-12=-1203/962, 3-11=446/627. 4-11=-946/980, 5-9=-1396/1297, 6-9=-569/895, 6-8=-1367/1228, 2-11=-645/561 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl.,I GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequat( drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has een designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall �y 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate ca�able of withstanding 499 lb uplift at joint 13 and 543 lb uplift at joint 8. LOAD CASE(S) Standard l iW0?T l`:W{e rt�l.7i'(IHtem rte �t � tlOT iiDi58 � Se:t j. �t(t!n(uss A (DeDdOXi (Dti�^.W� tUtO jStXlOit(DiStltThfm. Tttd! (!(!pprexttul tc! fnl am W Rit'-m/ Dt:fn Ltsitj DC?al LY A!"�T.11alt LI:. tE`.ertue Sttttkratne. at`Hc 6�n�ik sT:rtn 3a TDD, ul! Ndetlanemu ylaits sttl It es!lfattt l0 tole ortt Asthea Ctl!Q rmjt!!((12..NtfiS!ffa'j:Mtt; Mff SLLi Wtdy TDd Rx1ie35WY.ftylWttA 4rdtlfktt f .^U.tl£ ttf�'9P1.1Y(3f1t?G3iI�jl6IM Si3(IeTt1151:tIEldtbP:lT DBAIt, MCtt IPI t, Ijt �tSIs6 H5ESjr'F.SS; ILYLIj tiekt'DtF1,!Q+ :ran AntPlony T. Torabo III, P.E. eta ttSGrMi T!a{Sfil rx(tfi;raptrd=flrrea:s>:!M4ttl Cait!,hl Umts+'s tdktaeAayeaaf�Asw?y iarip±;,h5t{tatdt?NtltC,dl6t�3elnllmlrmy rt2t mllrW.TalnHs!!lu!;a160 ntstt fidlutAhtTnu; hlh3ct:Wndlisy. clneTe,u!iRnusl6!evat dr0 ilAt;etptsdil7 t? a80083 ' hitcaditV'uPtlWt(tW.W.aw'soiI3!rifK61rai3E5t4U114451 St. Lucie Blvd. t6erri;e ddixAlyt(tedaltgeelrymhnii;rg6y it raae{Ilnitd.40,viikStsLILVm!Is 601[ItIO]MIDesi7Wr.e!Tttas S!siemhliteghIlividdcp, VulfilAaAh;mrausdefitti loll-1. Fort Plercd, FL 34946 (opyright02016A-]loot Trusses -Aethany1.Tombm III,P1 hpiedudionofIfisdomrmol,inany la{m,isprohibited wihoullbemrideapelmiAor.. [Tom A-ItoolTrusses- Anthony 1.TomboIII, U Job Truss Truss Type Qty Ply 70373 807 Piggyback Base 1 1 A0056873 Job Reference (optional) 5-3-1 1 '2-1- —11- — I— s UVU I I GUI / r 11r IG O. ILU S UCG -I I LU-I t 111111 CK Inausules, Inc. I nu 4x8 = 7 17 16 15 14 4x8 4x6 = 3114 = 6x6 = 3x6 11 4x10 = 1.0x4 11 5-3-1 P214*31 30-7-12 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.34 10-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) _-0.71 10-12 >512 360 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `Except` B1: 2x4 SP No.2, B2: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 8-9, 6-12, 6-10, 7-10, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1372/0-8-0 (min.0-1-10) 17 = 1383/Mechanical Max Horz 17 = 517(LC 12) Max Uplift 9 = -573(LC 12) 17 = -466(LC 12) Max Grav 9 = 1388(LC 2) 17 = 1383(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1891/1261, 2-3=-2907/2424, 3-4=-2910/2554, 4-5=-2377/1875, 5-6=-2656/2165, 6-7=-965/696, 1-17=-1325/949 BOT CHORD 16717=-979/426,12-13= 2287/2225, 12-18=-1559/1551, 11-18=-1559/1551., 11-19=A1 MM551, 10-19=-1559/1551, 10-20==749/845, 9-20=-749/845 WEBS 2-16=-1404/1493,13-16=2174/1978, WEBS 2-16=-1404/1493,13-16=-2174/1978, 2-13=-1102/1168,4-13=-92lf785, 4-12=-26/433, 5-12=-1209/1077, 6-12=1235/1383, 6-10=-1125/1232, 7-10=-812/1147, 7-9=-1432/1266, 1-16=-1025/1656 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 573 Ib uplift at joint 9 and 466 lb uplift at joint 17. LOAD CASE(S) Standard 12 16:01:53 2018 Pagel pBr24ntWic9ol P9zRQcfC Dead Load DeB. = 3/8 in PLATES GRIP MT20 244/190 S Weight: 211 lb FT = 10% tYerrag•F•mr[!n"gllrtgshi Ct'A, IGDr7101gE4[SR'.rl'h vgFut P.IMSe(CeDT?tRi gCSIRYtW?EI �Rtrr7rtt[prNEgrke.rehilis'ppneatsss cabal"its" riffs tms 6estp kesi.1 Dma1-.S.- i.bagrlD,P:.IGem!SietlgtMr"l. Crtrra'krrists !etmtN T'rt,utr HiT,tlststeCn?Iltles stcl tttstdhrdilMhktetii Aspirrss Ces:ya aghterQe..Spta'.ry Fogbenj:tlesec'u¢y f:`Dto►tsecesmrnghn:a+Hrg�tnsse "giatd gtesgu;;;kh{x 5s dtsipdfv. tiryltTnts4.iL^ed"3el Du¢,"da lrgi. llefesip"srxg`eu,toa9'oga iwt: u!�"'ih Anthony T. Tombo 11I, P.E. etd.ndslis Iasi br¢rlr°ksglsAx mgtais ra} dlit CM!, 6t➢ron's!.dw trlqut 4g�t�s3 Ce;rs,hht wittiltk irt,tlt IKsad& lnnl>riit�l;tls WWI. atA!1DO ul cer fitltr:eulit Tnss, �ird�7 aaailiag.sp�tgt;i!f�"��ire ad ktmag taeii Sew;"gasnilryd ,", 80083 dt rradiig Wsipv adieefisu!.1D"In snrtia5!Tr:"d@tpta:tn"Igrasr�itsd.MEr.'dagttxt"edSa!ty httlsa:mEitdggai?:9dH, RI etiSlilaestderno!?ugtred g.ife1e R41tctmsfiest;e"u'ad^"mi lees of lie r:Ks ws:pee;'t"f Crsip degutu "linss Na!fMrer,adess 4451 St. Lucie Elvd, tRtirrht dtlixteytttaka1 rgred epuit rrDhgkyf genes lit Nis Nip Envw is 131 lit IRIVIINsiptr,ae?nts Snlea heitrcA"I Ideq. /7ugihiied i;tRs at"tebett itl%d. Fort Stee.FL Blvd. (opyrigirf*2016A-1Rooffrusses-ArlhonyHomba111,p.E. RepradurtionofAir dammeat,inany form, isprohibited wilboullhewritten peirruionfrom AIRoof bosses •AnlhanyLTomboIII, R.L 34946 Job i Truss Truss Type City Ply A0056874 70373 B08 Piggyback Base I I 1 1 Job Reference o tional %# Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:01:54 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-g5glkgPzBIWMuWVJ3vFWntPyLEIdWJcsgpXaxbzRQdB 4x8 = 2x4 11 Dead Load DeO. = 318 in 7 8 3x4 4x4 = 5x6 10 5.00 F12 4 W8 N m o 3x4 ,�'- 0 W6 3 2 5 W 1%x8 = 0 m 1 2 I 12 20 11 10 21 9 0 14 3x4 = 3x6 = 6x6 = 16 15 3x6 = 6x6 = 1.5x4 11 3x4 = • 7 6-15 . 12-5-6 15-0-10 21-2-8 27-4-6 33-10-12 7-6-15 4-10-7 2-7 4 6-1-14 6-1-14 6-6-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.38 14 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.63 12-13 >641 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except` 132: 2x4 SP M 30 WEBS 2x4 SP No.3 `Except* W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-12, 6-10, 7-10, 7-9, 13-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9 = 1535/0-8-0 (min.0-1-13) 2 = 1657/0-8-0 (min.0-1-15) Max Horz 2 = 653(LC 12) Max Uplift 9 =-622(LC 12) 2 =-596(LC 12) Max Grav 9 = 1535(LC 1) 2 1657(LC 1) WEBS 3-16=-789/915, 4-13T-891/1250, 5-12=-1840/1669, 6-12=-704/1046, 6-10=-1551/1431, 7-10=-947/1252, 7-9=-1556/1401,5-13=-295/194, 3-13=-338/424,13-16=-2919/3057 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10i Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl.,I GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFfjS for reactions shown; Lumber DOL=1.60 plate grio DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 ably other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 622 lb uplift at joint 9 and 596 lb uplift at joint 2. FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except LOAD CASE(S) when shown. TOP CHORD Standard 2-3=-3284/2148,3-4=-3729/2767, 4-5=-3479/2703,5-6=-2238/1568, 6-7=-1069/776 BOT CHORD 2-16=-2806/2955, 12-13=-3292/3616, 12-20=-1823/1997, 11-20=-1823/1997, 10-11 =-1 823/1997, 10-21=-827/920, 9-21=-827/920 WEBS 3-16=-789/915, 4-13=-891/1250, 5-12=-1840/1669,6-12=-704/1046, PLATES GRIP MT20 244/190 Weight: 216 Ib FT = 10% 6e!dry• nef{td�ag!!rr??x. t�f •t uot1 TIMM. uu6•I euaumws a (er(anen mnani ma•,.(rlG3LuSUENP fw� Verity fmiyiiafaens eaa roileNesntfisl!K! aesiagrnria9{I[ ; fri iM Adherl lczSs G, lildxem Simi l4,f em. ade!s olhni[t sid?t f.titmo,%y ghkaer"11"'msedi and h,fielltaeeadil.IS. irns Desity 6tlae!{I.e,SptAdy DWu?„es udanTTDO npeserts ratan,e:edtieprelwindtrlaetrugnynanliry'ur Me daip'tHs'�egleTnsstep',n?Imtle lDD all..W011-1.Tlidniyansmptitu.lfs�:s�ae&nns, srlslilry Anthony T. Torritio llI, P.E. rdned!islnubr nIAti6gls llerespsmililaadthova"leO.uisr.4saiattyedrlk ldilfit omit." AN nftaddtuXti?it(altle led l;,'tip rile aIMI. Tle"aldh. TOOtetentull of dtaTnss.fidstiulxfT;}nrryt.inhlldiss etl en:atsliltte N�re!pti�:!:¢d <80083 I IMI;`:t2pCes:pm:nlcornr.All WostiooaelEeIDOtsdlt<p!WisesttnddmsdibrniHsr(c¢vaedSderylairne:leo{r(SfjpllisF.e9ETRIrrdS1(Anarelueml5rgnentsAmet.IPHk5rss?Itf(YS!S_t:AfeLLAtAfieSd!E:TIef!DI{I)1N.T:xsle!t,7FspxeeaotTnssdatdta:er,a!ns 4451St. Lucie Blvd. der.lu lfarl110 lad:aleyeH tntfivmig ltdl plats le mi The In%Calpb-k MCI Im Wbi Ots:esn,vynss Syram Egitat, all'ding, lllfgiyaalfirus frfas leF:adfiTtFL Fort Pierce, FL 34946 (ophrighl02R1dA-IReothosses-Aot6onylJomhaIII, P.E. Reproduction ofibis document, in any form, is prohibited with'arl the written permission fiam A -I Roof Trusses-AnthengT.Tambe111,P.E. Job Truss Truss Type Qty Ply 70373 B09 Piggyback Base 1 1 A0056875 I Job Reference o tional 5.00 F12 1.5x4 \N 3 T �1 2 o . 3x6 = -..1— 0 — , I — r e s-I11- 0.14U a uce I I eu It IVII,I CR IsIUU5urUS, Inc. I nu npr I/ lo:u imo zui is 4x6 5x10 MT20HS- 7 2x4 II 4x6 = 5x6 11 4 i 8 = 21 12 22 11 23 17 16 15 14 4x6 = 4x4 = 3x4 = 1.5x4 11 2x4 II 9 24 10 6x6 = Dead Load Defl. = 7/16 in 7-6-12 7-112 12-7-5 5-0.9 5x8 = 15-7-0 14-7-0 1-11-1 1-0-0 24-7-2 9-0-2 33-10-12 9-3-10 Plate Offsets (X,Y)— [7:0-5-0,0-3-01,[13:0-2-8,0-3-41 [16:0-1-8 0-2-01 LOADING (psf) SPACING- 2-0-0 -•CSI. DEFL. in (loc) I/defl ' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.43 14 >933 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.81 11-13 >501 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 213 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No' 2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3, 134: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W6: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-3-9 oc bracing. Except 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 9-10, 5-16, 7-13, 7-11, 8-11, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 1526/0-8-0 (min.0-1-13) 2 = 1643/0-8-0 (min.0-1-15) Max Hors 2 = 653(LC 12) Max Uplift 10 = -627(LC 12) 2 = -604(LC 12) Max Grav 10 = 1551(LC 2) 2 = 1643(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3347/2307, 3-4=-3100/2145, 4-5=-2733/1917, 5-6=-3947/2991, 6-7=-4085/3246, 7-8=-1567/1171 BOT CHORD 2-17=-2996/3050, 16-17=-2422/2520, 6-13=-382/535, 13-21=-1901 /2002, 12-21 =-1 901/2002, 12-22=-1901/2002, 11 -22=-1 901/2002, 11-23=-839/917, 23-24=-839/917, 10-24=-839/917 WEBS 3-17=-389/529, 4-17=-392/513, WEBS 3-17=-389/529, 4-17=-392/513, 4-16=-179/532, 5-16=-2753/2289, 13-16=3215/3618, 5-13=-1400/1495, 7-13=-2039/2342, 7-11 =-1 316/1408, 8-1 1=-1 151/1521, 8-10=-1544/1424 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; 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) 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, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 627 lb uplift at ,joint 10 and 604 lb uplift at joint 2. LOAD CASE(S) Standard sr.fq-nerve fluegHylnh,Iffi •d 1 iDOF IR'S59 j5[IeFi16EFilif frlllS 6 (PE:dnCtlS fiSlONj dt7]'; d(CMCSIruiYEMi fnm. reih dedgs l¢radets ellre�e9es wlfisrrFss 7esio haiq¢[x�; erl Na dll4aYl. Tesf> fl, r.E.rderzae Slesl �!e ese. Odns dlenin ddd lttle IDD,a'} Whka.0ul!e!essb2itindfor Rx TDDlale edit IseIrns Y;tla kspifsit s!epTorsd-pf"..fit TDDe.11,00?H. ita dn!y+nvnpiles,brtzrmem»:,smllnry Anthony T. Tombo lll, P.E. ea'-fOis Inss'ereg rdltieg is lie resdossiblaydtoeO.ier.neO-rsuftud"or Its ieltbg Desire". 6e asho ON"1,daL: no tie btdea'i rnlesxlrkl. Tee gfr.se! doe TOD ailegWine of Its Tnss,iode6ge.iiq,s!ergF. (eshllmn ue knnq AD 6."51.0"..1y of t 80083 ' IN Ixi4Rg Deslat ed(sa:.rnl. Ali rshs setulht&TOD nllks krmttesnd pildhsnftL l.DOq(.e:p:ied sdeO l.-Ymdlp'suS!}IelasEedbr rd aed SlG nrnlneudMge.m!gl:dnr_MI W9uslQe TIpaS e�ails Rdf?il'Slf$elle55Dedper,lln30ls�u raghetltldTosS riAlderP:e(, W'ni- 4451 St. Lucie Blvd. I#etiiu ldhdeyofed:ea aped as,ehxrmq eg dl kemss lmefied. The Tnss MM[efieex is iClk4 ddidhgDnigler,rtTmsSyxea Egheer e'my SeA$.g. E1IgIdhNxros ue as ddiadnTITI. Fort Pierce, FL 34946 (oppigh102016A-I RoofTiusses-AmbonyLlambaIll, P.f. Repmdudionofibis dosument,inany fares, isprohNedwitbamthe wrineapermission from A-IRooffssmes-AnthonyT.TomboIll, P.I. r Job r Truss Truss Type Qty Ply A0056876 70373 B10 Piggyback Base 1 1 Job Reference (optional) Al ttooi i fUsses, rorr reerce, rL a4V40, ae519nLe Rl ubb.GOne 5.00 12 0 1� 3x6 = Run: 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:01:56 2018 Page 1 ID:bgBJJuT4J87YNW0 W 1 j6wbczWgy4-cTyn9LRDjwm48gfiAKH_slUIB2_m_EY9170hOUzRQd9 15-7-0 21-5-1.1 27-4-6 34-5-5 36-3-13 46 6x6 % Sx6 = 6 4 3 W4 5x6 = 3x6 - 9 TS 3x4 � 8 T 7 wi W6 W8 I t1—% U — j0MT20H8= 15 24 1413 25 20 19 18 1 4x4 = 4x6 = 3x4 =6x8 = 2x4 11 4x8 = 1 1 27-4-6 LGAADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.49 17 >888 360 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.64 17 >677 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* WEBS B2: 2x4 SP No.3, B3: 2x4 SP M 30 5-19=-2191/1830, 16-19=-3328/3711, WEBS 2x4 SP No.3 *Except* 5-16=769— —, -- -2157/1955, W5: 2x4 SP No.2 7-15=-789/1064, 7-13=-1525/1465, BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 16-19, 6-15, 7-13, 10-13, 10-12, 11-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 2 = 1752/0-8-0 (min. 0-2-1) 12 = 1635/Mechanical Max Horz 2 = 626(LC 12) Max Uplift 2 =-655(LC 12) 12 =-618(LC 12) Max Grav 2 = 1752(LC 1) 12 = 1635(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3583/2562, 3-4=-3297/2356, 4-5=-3387/2476, 5-6=-4534/3537, 6-7=-2567/1950, 7-8=-1431/1132, 8-9=-1344/1153,9-10=-1241/1155 BOT CHORD 2-20=-3150/3264, 19-20=-2803/3010, 6-16=-967/1310, 15-16=-3844/4218, 15-24=-2091/2285, 14-24=-2091/2285, 13-14=-2091/2285, 13-25=-283/314, 25-26=-283/314, 12-26=-283/314 WEBS 5-19=-2191/1830, 16-19=-332813711, 10-13=-1306/1509, '10-12=-1604/1486, 4-19=-557/791, 4-20=-260/457, 3-20=-365/462 NOTES - I. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl. GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) one; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFF S for reactions shown; Lumber DOL=1.60 plate grin DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nont:oncurrent 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 655 lb uplift at joint 2 and 618 lb uplift at joint 12. LOAD CASE(S) Standard 5x6 = 10 11 4 II 2 W!1. 't 26 12 6x6 = Dead Load Defl. = 318 in PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 242 Ib FT = 10% Wsiwy•P.me5iik;Y�nsktiRt'1; tGOrIIU!SB;'4R!!r,Ert!G!7Rkit(Cp t+etsirn2e;nru`rC[s7il[D'eU!6Y:`narm4lts: IFztsetusurretr ntisst his itns Gesip 6iriy{ipPi�4? 1i. iealt IE,tL let"e2W EII'an.. Ceesse3crist sTNm3e iG rely MirtYsanPt':n FldtSsNIIN tStiIlW3t IGGhtl1C2150Irti3Glt!¢l:1rPEPfii.l.,Sitf4'!r:6jA?tQ,GtttG`Nff.Jr:'GfE§Ttta.'iCl f'lti!ik[e6!RE t�ttiittC Mj�?teSjItSF903iii`:J(!EE �t E:tlje tl fiS tii3le Tl435 rtjlhLt2�tiGGekit,f[Sef IIFI, r9i rteliE HSFEY'�t!49reill tt2::'GtEi;! Anthony T. Tombo III, P.E. Wsted!kis3ntshs ark_4sq is St nttsa?sk!rydGlG•xthht Orn+imhrstl tgttttr"�xSr,'l C�.�x,hffit?ECFtiElit!IIG!Et lKtf(i..t IHiINlirul eeGf O�IiI-I. Tlt ijtnlil 'E:1[Gter ii Eitlltet0 tit Tross; m&�-;b flq dorp Wlih.tt¢d Eivh; t611 N n,as 80083 it. ' 6d0dtPEsi,troslhtira!tr.Apts7nstiMtstitrG9s�f§tpectesurpeiE!rtttt!MIe:!LwitaxlatettSaM{MxaRaa(Isllryi!:tiaditiFi�tiStikmtrdeesoribttP4tieitsir6bil.Rilre.,14."4N5iV.0iMIM"01"tttsiSGit��le""'sGfiyE'FEtIPITfI5eN9G&ILtYt3,Ciltfi 4451St.LucieBlvd. • t0n•iwG:'erdYrtrxhcleptNrymhn=h9hrF.,+tieih!drtl.!hLnsDtsiya&yseeit!QiritialfngptuFatctPTnssSrsiearsECP+mhiiCug.Fityi!elu.�rL•tatatn/eluc:u7Nl. Fort Pierce, FL 34946 (epyrigCtw2016A-IRoof trusses Anthony Liambelll,P.E. Nrplcdastioaotibis dctomeat,innnylatm,ispmhih0edwil;nuiihews�Ito petmissiaelraPoA-IRaolLassesdalhaayT.Toshulli,P.E. Job Truss Truss Type Qty Ply 70373 B11 Piggyback Base 1 1 A00�6877 Job Reference (optional) ,1-6-0 6-5-6 8-7 "Us I. U ILU O UGU t S GU If rant. o. 1ZU s ueo I I zu i t svil ieK InuUSrnes, Inc. I nu Apr iz ib:ui:ou zui ds 5x6 = 5x6 = Dead Load Defl. = 3/8 in 7 a 17 16 ib 4x6 = US = UIS = 5x8 = 2x4 11 4x8 = 27-4-6 lie LOADING(psf) SPACING- 2110 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.86 Vert(LL) 0.46 15 >934 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.61 15 >715 360 MT20HS Its 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 251 Ib FT =" 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T1: 2x4 SP M 30, T4,T3: 2x6 SP No.2 BOT CHORD • 2x4 SP M 30 'Except' B2: 2x4 SP No.3, B4: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 14-17, 5-13, 6-11, 9-10, 8-11, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1752/0-8-0 (min. 0-2-1) 10 = 1635/Mechanical Max Horz 2 = 626(LC 12) Max Uplift 2 = -655(LC 12) 10 = -618(LC 12) Max Grav 2 = 1752(LC 1) 10 = 1635(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3507/2466, 3-4=-3876/2779, 4-5=-4639/3586, 5-6==2675/2038, 6-7=-1448/1147, 7-8=-1245/1159 BOT CHORD 2-17=-3041/3181, 5-14=-873/1222, 13-14=-3908/4294, 13-21=-2210/2415, 12-21=-2210/2415, 11-12=-2210/2415, 11-22=-282/313, 22-23=-282/313, 10-23=-282/313 WEBS 3-17=702/1205, 4-17=-1941/1620, WEBS 3-17=-702/1205, 4-17=-1941/1620, 14-17=-3614/4077, 5-13=-2131/1922, 6-13=-799/1080, 6-11 =-1 606/1534, 4-14=-328/238, 8-11=1314/1518, 8-10=-1600/1481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 655 lb uplift at ,joint 2 and 618 lb uplift at joint 10. LOAD CASE(S) Standard iYtta^q•peostr+rlgiiTnpR.ite'A'fagrTIPSS6,SRtfl'h:r.ANtIEtUStigXai:dpf.X)lON "N!EX jt.XXOiIlFDb3!?Xr4a fxlr itu pxtap!&t Nd tNl odesNRisirns Wsyp ke.ipgODQ}eal5:ep':zmt i.italp IX,P.'.Ipkrepn 9ed6deN n•. Wtssf5m.lss ve..40.4 M, all ySFpX[tatpGtildts Sidi Xtisedlq t1e1X8h!lldilAsl1—Nip Wititsests.VitiipU0.rits itsited4!ortil, Wit d�4"'4�}pIu}pdp, tok11il. rnimissfl=,,3L Ipeq6C:'St81: pFd:Ah Anthony T. Tombo lti, P.E. tsdrs+dlkit inst brcr 7hIh Nsptess",fi dl'slow,fi,om'spd.`aitelpieela2pW'Nasipt;,h As wittr:ds 11(,116Cmlb lnplatilrspA aallBd.180083 lip 1plfuitkdper and ipol4iv. AXwnn Nrtdght i:C p4&tpm:ns edrrE:Sprsdlpr '@ei(axr>ntlSd hMttfs:a(i60paiitaei i,+ifttpl4lil et N`eanMfsepm!'I sam. PHl+.aps issnquaiit:^p;alltuestfStLws;u:n.,I'm tw4i farm of Toss Sdtpdpdxer,wlns 4451 St. Lucie Blvd. 4-11,ldeatd XTpiithai pined pew it vaq 11 V. wits mpbd. let Tass linipEy-;mt ist6i fee laihhr 6tsipn,n Trms%his hipmr, olm,lti16ij, oifilb;Ahissivnidwillfil. Fort, Pierce, FL 34946 CopyrightC)1g16A.IRoofItusses-ArJbaarT.fambe111,P.E. Repodurtiooa]thisdasumeat,itoarlaim, ispiobibitedwithoutihwsiffeapermissiaalmmAdtoo]busses-Aat6aoy1.Tombo111,P.L .e Jobe Truss Truss Type Qty Ply A0056878 70373 B12 Piggyback Base 1 1 Job Reference (optional) Al Koor trusses, run mere.&, rL y�wo, uesiyr:LWa R: Ub-III Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:01:57 2018 Page 1 0 ID:bgBJJuT4J87YNWOWli6wbczWgy4-4gW9MhRrUDuxlzEukloDPW1 UBSLLjfQIXnmEYwzRQd8 6 5-0-0 2-1-15' 8-5-1 4-11-1 6-10-5 7-0-14 1-10-8 5x6 = 5x6 = Dead Load Deft. = 7/16 In 8 9 2x4 11 10 5x6 5x8 7 W8 9 2x4 II 6 ii it S 5 W6 !to �vm o 5.00 F12 5x6 = 5x8 11 , 3 1 2 14 I �0 = 21 22 13 12 23 24 11 �m o 17 16 15 5x8 = 7x6 = 3x6 = 7x8 = 3x4 =I 4x8 = . i 7-1-15 14-7-0 1,5-7r0 25-0-2 27-4-61 34-5-5 $6-3-1� 7-1-15 7-5-1 -0- 9-5-2 2� 4 7-0 14 1-10-8 Plate Offsets (X Y)— [4.0-3-7 0-2-8] [7.0-0-12 0-2-81 [8.0-3-0 0-2-4] [9.0-3-0 0-2'-4] [11:0-3-0 0-4-12] 114:0-3-12 Edge] [16:0-0-8,0-1-8],[17:0-1-12,0-3-0] " LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.49 15 >879 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.83 12-14 >524- 360 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 266 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T4,T3: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B1: 2x4 SP No.2, B2: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-2-4 oc bracing. Except: 10-0-0 cc bracing: 14-16 WEBS 1 Row at midpt 14-17, 7-14, 7-12, 9-11, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1752/0-8-0 (min. 0-2-1) 11 = 1635/Mechanical Max Horz 2 = 626(LC 12) Max Uplift 2 _ -655(LC 12) 11 = -618(LC 12) Max Grav 2 = 1752(LC 1) 11 = 1646(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3638/2552, 3-4=-4316/3076, 4-5=4762/3656, 5-6=-4810/3902, 6-7=4661/3923, 7-8=-1491/1142, 8-9=-1278/1164 BOT CHORD 2-17=-3151/3304, 5-14=-541/726, 14-21=-2359/2497, 21-22=-2359/2497, 13-22=-2359/2497, 12-13=-2359/2497, 12-23==285/317, 23-24=-285/317, 11-24=-285/317 BOT CHORD 2-17=-3151/3304,5 14=-541/726, 14-21=-2359/2497, 21-22=-2359/2497, 13-22=-2359/2497, 12-13=-2359/2497, 12-23=-285/317, 23-24=-285/317, 11-24=-285/317 WEBS 3-17=-976/1525, 4- 7=-2051/1726, 14-17=-3981/4546, 7-14=-2202/2598, 7-12=-1588/1642, 9-11=-1631/1469, 9-12=1310/1556 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl 1, GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)1 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 Iby 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girders for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 655 lb uplift at joint 2 and 618 lb uplift at joint 11. LOAD CASE(S) Standard Ypaa] �F,emr±iu[s�t nsn. t'e't71Cpr 71USS6;'SHiT F(A(Is(7?tN5 t iCspT593 (kSTCN "W!U"!t(tiCAlrpEslST' »va. rntyk::�rssaNs+s sai rest nlrt n Mis inns Cmp ke*ug�pled ri!>F`92ry L tsak pF..Icwerae 59nf ielur rt!. CT!esr 6?u7ist sMNsa Ct TpD; nl. w;Ne�scw?im:ssnnrrlhraelppslessxAs:lesspet�rnrrnr(:x.srrnsr(�7utnr,:An�ranannxr�r� ��"r'na r rr�n:�.anr ht�a �3irTn,:a:rieN�aTanl,,naslrrt.rt:5 nr�r�: ��tnt:� g MthonyT.Tombotli,P.E. eslrseAsNr?nss 6t ci k?iagis±nsraasa',7slrse Cyts,rr prss:smhiuN rgnlu„hta?."xr Gdtc it fis±scer:s(tCs 114 da 1r(d�lt lnel srieiat ude nlir4l. ihs r9P:.feld&1.8nl oet CdtueHtSsTms;iet:�tc7»rt�iq.sN:ge,hs!rtixrd h:asni t1s04ea: res9>9siyil'fd r80083 ' 6rt dtus psugw n(Cvurarr. IN saa sn swu5e i_prt&srecus nlgaSs±aasarhrta:.sg(o:9nru SEas ldrcsxsa Y,i71pas5ssei'ry?Ff eN toen!untN'srs;se±d sritnnr. itFl iarussinerp»itil:ssollAes d;itr:rss Crs:mu,'nu ievp regrnr a/?nstpvnhGzv,as+as 4451 R. Lucie Blvd. rlsttclse drr adlrrliehrf ePetfeµ*iene:y4t a;rulies N±d!N.ileTnss pesip(c,.e!Is xst rad�I2uy Msecuitati S!ssea G;:uudeglrlCq, LtgiMi.N7:;atct es ftfieN it?%d. For, Pierce, FL 34946 (epyrighl- 2016A-1Roof Trusses -AnibonyT.temboIII, P.E. Reproduction of INs domment, in any form, is prohibited wilhoul The witien Felmission Item A-1 loaf Itasses - Anthony 1. low.ho Of, P.E. Job Truss Truss Type Qty Ply 70373 B13 Piggyback Base Girder 1 1 A00-6879 Job Reference (optional) numo%.i/us uec , i 2 t i rnnu mi zu s uec i i zui r MS I ex Inoustnes, Inc. Thu Apr 12 16:01:58 2018 Pagel ID:bgBJJuT4J87YNWOW 1j6wbczWgy4-Ys4XZ1 SUFXOoN7o4I IJSyjakJslZS7eSIRVo4MzRQd67 8-0-12 10 5-1 15 7-0 20-2-9 27-4-6 34-5 5 6-3-1 6- 3-0-02-10-13 2-5-2 5-1-3 4-7-9 7-1-14 7-0-14 -10- 5.00 12 48 = 26 23 22 21 20 6x6 = 4x4 = 4x12 = 2x4 II 19 18 4x4 11 4x6 5x6 = 5x6 = Dead Load Deb. = 3/8 in 10 TC 11 5x8 = 5x8 = 6x6 II 12 4 0 co d 11 1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.45 18 >964 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.69 18 >633 360 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.16 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS • Weight: 295 lb FT = 10% LUMBER - TOP CHORD 2x6 SP No.2 `Except' T1: 2x4 SP 240OF 2.OE, T5: 2x4 SP M 30 T& 2x4 SP No.2 BOT CHORD 2x6 SP No.2,`Except` B1,B3: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 `Except* W8: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-10 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-5 cc bracing. Except: 10-0-0 cc bracing: 17-19 WEBS 1 Row at midpt . 7-16, 9-14, 11-14, 12-13, 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2544/0-8-0 (min. 0-2-2) 13 = 1684/Mechanical Max Horz 2 = 626(LC 8) Max Uplift 2 = -991(LC 8) 13 = -638(LC 8) Max Grav 2 = 2544(LC 1) 13 = 1684(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5418/2040, 3-4=-5238/1995, 4-5=-5445/1954, 5-6=-4393/1572, 6-7=-5509/2196, 7-8 3041/1144, 8-9=-2915/1162; 9-10=-1527/557, 10-11=-1307/580 BOT CHORD 2-26=-2435/5001, 23-26=-2435/5001, 22-23=-3065/6963, 21-22=-3096/7023, BOT CHORD 2-26=-2435/5001, 23-26=-2435/5001, 22-23=-3065/6963, 21-22=-3096/7023, 20-21=-2308/5037, 19-20=-174/370, 7-17=-811/1999,16-17=-2415/5154, 16-27=-1304/2768, 15-27=-1304/2768, 14-15=-1304/2768, 14-28=-132/323, 28-29=-132/323, 13-29=-132/323 WEBS 3-23=-691/1955, 4-23=-1978/926, 6-20=-989/579, 17-20=-1909/4109, 6-17=-555/1083, 7-16=-2722/1268, 9-16=-439/1211, 9-14=-1858/953, 11-14=680/1592, 4-22=-472/239, 11-13=-1651/683, 5-20=-1410/608, 5-21=-380/1061, 4-21 =-2131/845 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.0psf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) 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, with BCDL = I O.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 991 lb uplift at joint 2 and.638. lb uplift at joint 13. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 840 Ib down and 367 lb up at 2-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASES) section, loads applied to the face of the truss are noted as, front.(F) or back: (B).. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-10=-70, 10-11=-70, 11-12=-70, 2-19=-20, 18-19=-20, 13-17=-20 Concentrated Loads (lb) Vert: 26=-840(B) llnerp•PirouF rrltN�tia'1'IOOrT1O35E5r58LiF'i. (hEUt Ito's t(OAOMIsiS(tiiCY pP.ir'd(K!7'@tEPeV,4TFua ien1!!i4';przesStu edresd Wes vertu rms[hsip ke�iy plAmlp!dc'�iT t.TaaH �P:P.F. Foaear, fiat kbress:. Cz!ru s!Snshe srdreme IEP,edr H(Ietr. xfaPlai.ssMllk ;edM,+"i.IG"hk1CU lsilrais[uwFet"veerpi Srrtx:?'E,t)atn±llesW �Y Dre estMsmvrtdh¢uatbiptleszon!niirn rzsdmtitirtrinl�rdestpflfa7tatleTrnsl'ai3edt6::7:9Wr,maalr4S.11elestgcmusy`em;4aS�yos:;ieu;: +i0h Anthony. Tombo 111, P.E. 6dE;lf1!llf tlr55131 C]F.;;f"'.�j All ossul.4, fetttlfiiM!r6t �EEIIi@i!M lyd lrtitif idFkdj l;:Tr4..g61CW'iFe!Mlli. ttl6te�tklnsGrluisru{zmdttl1, Tm r�pinaln7lEl14ta sfl field estwa tms;4ur.:adSr+dfip, sgs�s x';:s°xtiread l:e skO SlMn:Pnsnil d Y 80083 ' netwHai Ptsiy,a wd6eha�ar. d0anes stl eN§oeTGC vedParneSus nd tvastals rtrteEn"Crdta�duWSchry latafss�pSStl raikclidS.;B ecd fl:d rae;lfereeal Fu dwd d.idexe. TP419e!ais l§e resPwiihl"!sMlausd.5e 1!sss r2s:?an,?rnE 6esttn Fe}ivea rd7ross NsvelEG�e,tmless 4451 St. Lucie Blvd. llsErs,i dfierd NeGeha9 Epeelrys�is•ixs+6y e� ratitiltnlni 7sFTnss hstn Er�usr is h5i tie Win#OrsSSxce nssSsiea Arssrdmk fieiJ'�squalt Uz:ar eEndEfieEdniFFt. For: Pierce, FL 34446 (o si Mb2U16A-1800llrosses Anthony.tombolll,P.E, to t duttroncllhisdcmmsnbiaan Imm,is mhibitedwthoulthewtitiea ansississeItemdd.toofhusseS—Anthon T.TomboIII,P,T. PY 9 Y P Y P P Y d' Job a Truss Truss Type Qty Ply A0056880 70373 B14 Piggyback Base 1 1 Job Reference (optional) Al Koot I russes, tort Fierce, rl_ AU4t), ciesign(OJa"t truss.com mull: oy. sn 1 5 10 2 11-3-5 18-2-0 5-5-3 Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:01:58 2018 Page 1 ID:bgBJJuT4J87YNWO W1j6wbczWgy4-Ys4XZ1 SUFXOoN7o4llJSyjagUsj8S6nSIRVo4MzRQd7 25-2-6 32-3-5 34-1-13 7-0-6 7-0-14 -10- 5.00 12 3x6 _ W II T 5 W5 3x4 4 T 3 1.5x4 2 W 4 1 yAI 12 8 = 19 16 15 14 13 3x8 = 06 = 2x4 11 Sx8 = ' 11-3-5 17-2-0 18-2,0 25- 5x6 U6Zz 6TA 7 8 4 .5x4 1 W7 8 tI m o i, Iyi 11 10 20 21 9 Im 4x4 = 4x6 = 6x6 -- Dead Load Defl. = 114 in Plate Offsets (X Y)— [1.0-9-4 0-1-41 [9'0-3-0 0-4-8] [12:0-2-4 0-2-41 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.30 13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.40 16-18 >999 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Weight: 249 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except* B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals.. BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 12-16, 8-9, 7-11, 6-11, 7-9 2 Rows at 1/3 pts 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 9 = 1539/Mechanical 1 = 1539/Mechanical Max Horz 1 = 593(LC 12) Max Uplift 9 =-580(LC 12) 1 =-547(LC 12) Max Grav 9 = 1586(LC 2) 1 = 1539(LC 1) WEBS 1 3-16=-268/446, 12-1 ¢=-2387/2578, 6-12=-1930/1933,2-16=-543f714, 7-11=A241/1458, 6-11=-898/1063, 7-9=-1515/1400 1 NOTES- 1) Unbalanced roof for this design. 2) Wind: ASCE 7-1( Vasd=132mph; TCC Cat. II; Exp C; Encl. and C-C Exterior(2) exposed ; end verti( and forces & MWFF DOL=1.60 plate gri[ 3) Provide adequate ponding. 4) This truss has be chord live load none loads. 5)' This truss has I: 20.Opsf on the bottc rectangle 3-6-0 tall I bottom chord and ai 10.Opsf. 6) Refer to girder(s) 7) Provide mechanic to bearing plate cap "joint 9 and 547 lb ul ve loads have been considered Vult=170mph (3-second gust) 5.Opsf; BCDL=5.Opsf; h=20ft; GCpi=0.18; MWFRS (envelope) :one; cantilever left and right II left exposed;C-C for members 3 for reactions shown; Lumber - DOL=1.60 drainage to prevent water !n designed for a 10.0 psf bottom mcurrent with any other live :en designed for a live load of n chord in all areas where a y 2-0-0 wide will fit between the y other members, with BCDL = truss to truss connections. connection (by others) of truss e of withstanding 580 lb uplift at at joint 1, FORCES. (lb) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (lb) or less except Standard when shown. TOP CHORD 1-2=-3364/2475, 2-3=-2873/1997, 3-4=-2759/2124, 4-5=-2621/2144, 5-6=-2833/2498, 6-7=-119411108 'BOT CHORD 1-16=-3077/3079, 5-12=-546/786, 12-19=-105611206,11-19=-105611206, 11-20=-271/296, 10-20=-271/296, 10-21=-271/296, 9-21=-271/296 WEBS 3-16=268/446, 12-16=-2387/2578, 9nzs1-P'.u!Sa!se�i enit. tEt't1 toDf itDSSESs'SEI'fr r EEatutittuS t toeDfiDtS IGStDN �MF(',:tllt7r7tED£sLkT rt!4 rad!!i{!fAp�t1lr4(I eFlllZdlMtf n Ikit(Pf(Dtslp t�'H'let(iD[lQt'-5! r6'k;91 T. TiAM I1.i.:. rF`.nttf: $ikllttn/ 55:. D41t;i 4'#.'Y'if! W!(N�S TL'D, Ittr N!Tel maakr l101ts sle:lie.sedfanel6;hkrcu!isainsf Dtsim6^Iaen11x31r69gbysl!tkAO stiles syTDtsrtuss®nartmenswu"hlatWrl11a,inIaTn:s is iheeakrauflealxw. lk iesira n-ssysm: safes 5n:: se'.s4,n Anthony T. To mbo I[I, P.E. acd tudtki; Tnss hl ar 6slralis'lertsyeau'W-:f slat oart!,h, Drtn's Idam a9erlu ta'tylk;:,. r, u he ua•fp Olaf 3011 atrd9.tl lKODoll {p.{' m1Ifil, # 80083 tie rNfltl Dftipana (renrtsr. tDta!n ultgo5a iri teQ{n I!eem nl pr»rx:sddits+gruraftrtsdFt{Muxsm(isSryA':sieai. ifl iFa irit 6tlF�NtttfMIPLR{Ipim 4451 St. Lucie Blvd. taa.iu ddixa lyt[tchnt tPetl rpw it n_'xy ky¢;pcfirs h!d!d. ltt Tins Drsila bit"! is IN 6t(dlfnlDrigenr fins Srslea rriardm,WI&I. 17 afflAaitoms Itsfs itfied it tiff. Fort Pierce, FL 34946 Zi (opyrighl0 2016 A.I Roof frusm -Antbany 1. Eombe III, P.E. lepichifloa of ibis daumeat, in any [aim, is psobibiled wi4o�I [be woven permission from A -I Roof lsusses- AnlbaayI. Tombo 111, P.E. i Job Truss Truss Type Qty Ply 70373 B15 Piggyback Base 1 1 A0056881 Job Reference (optional) ,,,.�� ,.,.¢ ,_, , oaiytnwuttFuaa.wrrr rn►.m mull. o I. rzu 5 uec I I zu i d r-nnc a.-Izu s uec I zu1 y nnl I eK mausmes, Inc. I nu Apr 12 1ti:U1:5U 2U18 5x6 = 4x6 = 5.00 F12 6 3x8 16 75 14 13 9x4 — 4x6 — 6x6 = = 4x6 = 2x4 11 Sx8 = 25-2-6 Dead Load Defl. =114 in 11-3-0 o-1u-r1 1-u-u /-U-b /-U-14 1-1U-6 Plate Offsets (X,Y)— [4:0-3-0,0-3-0],[9:0-3-0,0-4-81,[12:0-2-4 0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.30 13 >999 360 MT20 244/190 i TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.44 16-18 >924 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 250 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 'Except* 133: 2x4 SP No.3 WEBS 2x4 SP N6.3 `Except` W& 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-10 cc bracing. Except: 10-0-0 cc bracing: 12-14 WEBS 1 Row at midpt 12-16, 6-11, 7-9, 8-9, 7-11 2 Rows at 1/3 pts 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1540/Mechanical 2 = 1653/0-8-0 (min.0-1-15) Max Horz 2 = 625(LC 12) Max Uplift 9 = -581(LC 12) 2 = -608(LC 12) Max Grav 9 = 1587(LC 2) 2 = 1653(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3272/2362, 3-4=-2860/2015, 4-5=-2761 /2142, 5-6=-2837/2500, 6-7=-118911101 BOT CHORD 2-16=2944/2977, 5-12=-558/804, 12-19=-1054/1204,11-19=-1054/1204, 11-20=-274/300, 10-20=-274/300, 10-21=-274/300, 9-21=-274/300 BOT CHORD 2-16=-2944/2977, 5-12=-558/804, 12-19=-1054/1204,11-19=-1054/1204, 11-20=-274/300, 10-20=-274/300, 10-21=-274/300, 9-21=-274/300 WEBS 4-16=-217/383, 12-16=-2378/2580, 6-12=-1934/1939, 6-11=-900/1063, 7-9=-1513/1396, 3-16=-474/630, 7-11=-1235/1454 NOTES- 1) Unbalanced roof live loads have been considered for this -design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) i Vasd=132mph; TCDL=5.0psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and.forces & MWFRS for reactions shown; Lumber DO .=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 fft.between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 581 lb uplift at joint 9 and 608 lb uplift at joint 2. LOAD CASE(S) Standard iwv.l:aseGoury(:edF.G¢'111100FTISSIS;SEt(EIrSinful. H4sateer,109 AtROMLEORMWhm.rpdylopp evsW Itd¢swGhrt@lsmal@W.WS11.104W.e..MoneShoWirtt,t.'UMS10 isfV-du.%I'o:I'll EliTttrrulm IldnStill I"RewGel6ohle Fliit Is¢L¢FrCFilmTagaeerfia.,iptrdy Ca7hFpl,Ge¢ecrtaarE OFs etem¢mrnpfittath?yFtess:x tageFphgr¢@pCesh'h, trr i5!d=Fq¢daF tirtlFLatslai,^elwttlE"JF¢Ir,¢rderlE41. 13ei¢si;e¢scvay`eat; htl'up se;'ueas,!ch:tlih Anthony T. Tombo 111, P.E. ¢¢f t;t E: G75 i(JiShl @y S@:= @1t5}P.(t;rQf'%h dGi CAiS3,G¢CcW IMSF11tI ijF¢IM tE:'' tr Ct;:tX,h GtFtCiN F+MtIE(,dFQ(efd'GF hDIWIl7nj FaiWPM. TIt iyERid AFlEt i?AtF}¢fyEullpef7 Gk Th55;htI0.'s4J 9AO'vr. ShICF,Yfk':¢'itet�ft¢tilj 3Y¢II1: PF:tl}NSuiT.;j FS 3 80083 Gtliful PtdpF¢mdit¢trwr@r. Alladss suMaGt i00 tx6GtprtmFes¢d rwLSsstddF taksOSaslu@pSddl hfpz4m S11pd:@iedhefl c@dSKAmfF!¢r¢@ttHwitecilld@ett,P41lF!gFs fi¢FF.pm�Sil'¢asdQlies ol5¢irep fr,fp,(f@tf6lp3@[!jt@¢FfflIiMSN¢@FliiDt¢t,W1¢@S 4451 St. LUCie Blvd. ditt.iste.miytfllhlAFp¢tlga4nei tysiptinhltl!t1.IWTnvo¢igWpwr ISWlit rd11i@goniguximtSnh®EssiaewdwlWilf�q.11Fglhll.dlpwretwddwlitTrFl. for' StL, ci 34946 (epyrightC2016A-iRoof trusses-AetbooyLTombelll,RE. Reptodonioadibisdo¢ument,inBoyform,isprobibitedwilhoollEewilteopermissionItemAdRoofhusses-AatAaoyT.TemboIII,P.L Job F Truss Truss Type Qty Ply A0056882 70373 B16 Hip 1 1 Job Reference (optional) A i moor trusses, rort rtertx, rL ss U, ueargn�wa r u U--u 10-2 3x4 3 18 3x6 = 1.5x4 II 6-10-2 ". — F—lD:bgBJJuT4J87YNWOW1j6wbczWgy4-UFCI 18-2-0 25-11-15 , 31-5-12 34 5x6 � 4x6 Zz 5.00 12 7 T., 8 4x4 4x6 � 6 3x4 5- 5 4 W6 \mod f>%/n91 u - 8 = 22 12 2311 24 10 17 16 15 14 4x8 = 3x6 = 6x6 = 46 = 2x4 11 6x8 = -9 17-2-0 18-M 25-11-15 34-1-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.29 14, >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.48 12-13 >844 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3, 134: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 13-16, 7-12, 8-12, 8-10, 9-10 2 Rows at 113 pis 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 10 = 1540/Mechanical 2 = 1653/0-8-0 (min.0-1-15) Max Horz 2 = 633(LC 12) Max Uplift 10 =-596(LC 12) 2 =-609(LC 12) Max Grav 10 = 1552(LC 2) 2 = 1653(LC 1) WEBS 4-16=-361/458,13-1¢=-2398/2539, 6-12=-1802/1792, 8-12=-1149/1319, 8-10=-1460/1321, 3-16=-639/649 NOTES- 1) Unbalanced roof live loads have been considered for this design. Oil 2) Wind: ASCE 7-1b; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl.,IGCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFI�for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate) drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load,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 6y 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s)l for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 596 lb uplift at joint 10 and 609 lb l plift at joint 2. Inc. Thu Apr 12 16:02:00 2018 Page 1 RyTP9Mwl 8f?efNtwO W kDl_u 9FzRQd5 Dead Load Defl. = 1/4 in PLATES GRIP MT20 244/190 Weight: 224 lb FT = 10% FORCES. (lb) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (lb) or less except Standard when shown. TOP CHORD 2-3=-3318/2307, 3-4=-2749/1964, 4-5=-2828/2201, 5-6=-2691/2216, 6-7=-1272/961, 7-8=-1049/1026 BOT CHORD 2-18=2896/2991, 17-18=-2896/2991, 16-17=-2896/2991, 6-13=-680/995, 13-22=-2467/2599, 12-22=-2469/2597, 12-23=-350/391, 11-23=-350/391, 11 -24=-350/391, 10-24=-350/391 WEBS 4-16=361/458, 13-16=-2398/2539, wt:sap -Fam' 3i!tgij ttrRe fa 1-1100FT[M1SrST1EErf, OEM 1EI145 t rOtlffS�itS EIRTaw'tU!U" Af[tOwtFD55tE4T ftro. Ytrdyist:�Ps�eaYe7 m1 ntrvdestetdit 7ms Gtzipt frniey+,IDOj� 5t 4t3ary r.ltait I� PLrt'ettn TSrttlebu est. 2dess s!5ttrist Ueteta he TuD, my xikttaset3r Aides sketYentdla�!163hlt tdii As;Nss;ts lidueay NIJ iiplemsM-rtme0f pemsinz israter 7ttsµas:7':trhrhdesipdat iagi Tms kr6Rlw3!TC1 nh, ndxflVl. Tk lesiysnnsp`m; YaroySx:: ess; rt.wuih Anthony T. Tombo if-, P.E. rz[tawAlttnn br ar W,:ii�!s"w•.n:yeas:`Ttdiit D•sttL6r Dais M4!rstdgetiu6r»?y Ots,^,ithr tadtdeli4s Oi, iEe i6ftrddy'c!xnievildi!rtett wfilW,li!tttrnd a!Rl79 at cry field ue r`iit test;i,de?syi�ir,t. ttncyr,u<k"tiu celknh3s6t01!ru mrmsiiil;Y of 80083 ' ht tnirmr Msi}str mdGthaltr. Awtshs td tAutse i.;ta'IA rnctrs ul gptwressd�eta.&ey rcxlmn5d tt Merscto¢ESn iSts!dir;HetI SE(t aetA.vetedEr.pxnl pAleu.R41!?xsht:<:ywuil'tt rat dnus tE�!T:t!s ut:: .;'nnt!up6siteu alTnssN:nftfzer,mint 4451 St. LUde Bhd. tlla•ise ddiufl!tGch!A tweder�it ��-gtyt!pxlies fi•d!ti. BIT Pnipft;inNs l4itit pollur Rsiptcet TrmsSrshq ftpiadd'ry I de, LtsrihhteritrnI tsibetit Tfii• fort Pierce, EL 34946 (epti0ht02016A-1Roof Trusses -Whony1.iomho111,P.E. Repodurtjoaalthisdu menGinnnylmm,ispsohihitedwifh,ulAtw itenpeurissionfremA-1foul Trusses -AnihonyT.Tousle 111,p.i. Job Truss Truss Type Qty Ply 70373 B17 Hip 1 1 A0056883 Job Reference (optional) ....._. ....... --. ............... . � ...�.., .....,,y„v.. ,., ..��.w,,, , w,.. w. ,�� a - , t cU t a rt uts. U. tcu s - i i cu i r iva i u6 tnUUSu ies, tnG. t nu Hpr lL Io:uz:uI zul t3 ID:bgBJJuT4J87YNWO W1j6wbczWgy4-yRlgC3VMYSOMEbXfztt9ZMC8R3i6fTCuRPkSh i1-6 Q 9-3 6 18-2-0 24-11-15 32-5 12 3,4-1-10 1-6-0 9-3-6 8-10-10 6-9-15 ' 7-5-13 1_ _i 5x6 = 4x6 = Dead Load Defl. = 5/16 in �5.00 12 6 16 to 14 73 3x6 = — 6x6 = 3x6 = 3x3 = 3x6 = 5x6 = 24-11-1 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip,DOL 'L25 TC 0,98 Vert(LL) 0.37 16-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1,25 BC 0.92 Vert(CT) -0.49 16-19 >827 360 - BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 218 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3,T4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3, B1: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W& 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 12-16, 6-10, 7-10, 8-9, 7-9 2 Rows at 1 /3 pts 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1540/Mechanical 2 = 1653/0-8-0 (min.0-1-15) Max Horz 2 = 624(LC 12) Max Uplift 9 =-577(LC 12) 2 =-606(LC 12) Max Grav 9 = 1589(LC 2) 2 = 1653(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3159/2152, 34=-2777/2082, 4-5=-2591/2109, 5-6=-2803/2466, 6-7=-1208/1116 BOT CHORD 2-16=-2707/2821, 5-12=-563/818, 12-20=-1073/1221, 11-20=-1073/1221, 10-11=-1073/1221, 10-21=-244/269, 21-22=-244/269, 9-22=-244/269 WEBS 3-16=370/607, 12-16=-2715/2806, WEBS 3-16=-370/607,12-16=-2715/2806, 3-12=-396/390, 6-12=-1895/1897, 6-10=-900/1066, 7-10=-1265/1469, 7-9=-1533/1438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=26ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This 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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss ,to bearing plate capable of withstanding 577 lb uplift at ,joint 9 and 606 lb uplift at joint 2. LOAD CASE(S) Standard a pmeap Pinst!isssz151p rtt't* ISt'Sl rC9F"lasts fs1118 P flifulliUls t ICdWts ee!daj r. tenk m.Pi.lteamlSatttlefne ast. a:esn':k!aist sss'eEE re#! Tug, till NSttssaery r!t!usWilktstdMikeIGg it It WA As!lsess Qe;ia arireer(iu.$n:"s:~rGrit!n,L. ffit ttdta �l R9n eseesmtatflnsedds r:dessua tofetnag nspas!t1@,+fitd!d!sipdeis sirfie Lass d!piatdta l9g nl}eats lPN.ft!iesifa nses}"eas, Ital�g at€9tts, srld:!Y¢ Anthony T. Tombo lll, P.E. teits:!!INs isns In cp@;kq;s:!n:paii stdrngms,St Una+sns.'aielgatuEtla lfsp?r�x,u6t ttUtnt!Nt IIC, tEe ittt�tltlnsl>zftraf:�rmlirW,lNt'pmd �'tEtiEJnl el tatpvedde inss,o =rluu!i:-shr rt,ss;z"u5aead Grail s4s!!Isa!mpssilil7d 180083 ' Dtrwldup 6lsipeaul Geaa1lr.111W.sxl eAntitiMe�rls picas tad pZ4s!5es a!hak!E yra: ensdat te(nus:eet<riilpai!isiel!!ll etdsxAon tdeneulL: rex�vl ltiinse. lot 9!Saes Le sn}rssdii'es cAlaies oltie less Ctufxr,tmsatnfsrttueti alirns4Mefer!zeyw,ns d!a•!se admd i!t ktaaet ed it mNi si n W.I!d. ':klnn Qrf 6 n 4451 St, LUde Blvd. . g epm' *pdf pati N fmrls�6iGtrnUuggtiipa,altessSpsiegErsssatruphAlof.l.npatliaitrasatniefiaditlNl. Fort Pierce, FL 34946' (apyigbi02016A-I Roof Erusses-AmhanyT.tamhe(11,P,E, ReptaduttionofINS dutiment,inany larm, ispmbibitedwfthouthe xtmenpeimissionItem A-IReal lmsses-AnthaapLlamboIII, P.E. I Job • Truss Truss Type Qty Ply 70373 B18G HIP GIRDER I 1 2(optional) A0056884 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.12 ! &7-11 ! 14-2-4 t 1£ '7-11 5�r9 5.00 3x4 4x6 4 4x6 3 2 T t LJ 0 20 21 2217 23 24 16 Ulf 6 6x8 O 3x8 11 12x18 MT20H Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:02 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-RdJ2PPV ImWDsi6rXaOO6ZkOUT3gOwmlg3T?D8zRQd3 34-1-13 5x8 0-2-1 6x8 11 5x6 = 3x8 = Dead Load Defl. = 3/8 In 6 7 8 W6 ' Fnm 3 0 0 26 27 12 11 28 2910 31 3032 33 9 34 15 14 6x6 = 8x8 = 8x8 = 3x8 11 8x8 10x14 MT20HS= 8-7-11 14-2-4 17-10-818r2-0 23-5-15 28-8-14 34-1-1 0_7 4 r,�o !Ui n_ Ji �7_1 S F-�-14 -4-1: Plate Offsets (X,Y)— [5:0-3-4,0-2-0], [6:0-4-0,0-1-8], [7:0-2-8,0-2-0], [8:0-4-0,0-1-1u, 16:0-8-4 0-6-0 , 17:0-5-12,0-1-8 [9:0-2-0,0-4-12], [10:0-3-8,0-4-8], [12:0-3-8,0-4-12], [13:0-8-8,0-6-4], [15:0-5-4,0-0-4], LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.70 Vert(LL) 0.47 12-13 >857 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.71 12-13 >569 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.22 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 610 Ib FT = 10% LUMBER - TOP CHORD 2x6 SP No.2 `Except` 7) This truss has been designed for a 10.0 psf bottom Ti: 2x6 SP 240OF 2.0E BOT CHORD chord live load nonconcurrent with anv other live BOT CHORD 2x6 SP 240OF 2.0E `Except' 61: 2x8 SP 240OF 1.8E, B3: 2x4 SP M 30 B2: 2x8 SP No.2 WEBS 2x4 SP No.3 `Except` W5,W8: 2x4 SP 240OF 2.0E W& 2x4 SP M 30, WT 2x4 SP No.2 W9: 2x8 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-3 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 5-12, 6-10, 8-9, 7-9 REACTIONS. (lb/size) 1 = 9311/0-8-0 (min.0-3-14) 9 = 9989/Mechanical Max Horz 1 = 286(LC 27) Max Uplift 1 =-3805(LC 8) 9 =-4839(LC 5) Max Grav 1 = 9311(LC 1) 9 9989(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except . when shown. TOP CHORD 1-2=-19928/8293,2-3=-1532916570, 3-4=-15263/6578, 4-5=A668917370, 5-6= 9554/4392, 6-7=-5569/2653 BOT CHORD 1-20=-7913/18451,20-21=-7913/18451, 21-22=-7913118451, 17-22=-7913/1845.1, 17-23=-7913/18451,23-24=-7913/18451, 1-20=-7913/18451, 20-21=-7913/18451, 21-22=7913/18451,117-22=-7913/18451, 17-23=7913/18451, 23-24=-7913/18451, 16-24=-7913/18451,116-25=-113/252, 15-25=-113/252; 13-15=-590/1509, 5-13=-3705/8869, 13-26=-6939/15486, 26-27=-6917/15433, 12-27=-6892/15381, 11-12=-4157/8953, 11-28=-4157/8953, 28-29=-4157/8953, 29-30=-4157/8953, 10-30=-4157/8953, 10-31=-2653/5569, 31-32=-2653/5569, 12-33=-2653/5569, 33-34=-2653/5569, 34=-2653/5569 WEBS 2-17=-1463/400812-1 6=-5161/2021, 4-16=-1963/1092, 13-16=-6866/15574, 4-13=-964/1805, 5-12=-9115/3887, 6-12=-3908/8704, 6110=-6236/2774, 7-10=-3952/8263,7-9=-10039/4774 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-8-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 01 8-0 oc. Webs connected aslfollows: 2x4 _ 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust): Vasd=132mph; TCDL=5.0psf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl .1, GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left. 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 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, with BCDL = 10.Opsf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3805 Ib uplift at joint 1 and 4839 Ib uplift at joint 9. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1044 Ib down and 395 Ib up at 1-11-4, 1044 Ib down and 395 Ib up at 3-11-4, 1044 Ib down and 395 Ib up at 5-11-4, 1044 Ib down and 395 Ib up at 7-11-4, 1044 Ib down and 395 Ili up at 9-11-4, 1037 Ib down and 444 Ib up at 11-11-4, 1037 Ib down and 436 Ib up at 13-11-4, 1037 Ib down and 426 Ib up at 15-11-4, 1037 Ib down and 422 Ib up at 17-8-12, 1052 lb. down and 466 Ib up at 19-6-12, 1052 Ib down and 522 Ib up at 21-6-12, 1052 Ib down and 579 Ib up at 23-6-12, 1052 Ib down and 579 Ib up at 25-6-12, 1052 Ib down and 579 Ib up at 27-6-12, 1052 Ib down and 579 Ib up at 29-6-12, and 1052 Ib down and 579 Ib up at 31-6-12, and 1052 Ib down and 579 Ib up at 32-6-12 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=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-35, 6-8=-35, 1-15=-10, 14-15=-10, 9-13=-10 Concentrated Loads (lb) Vert: 15=-1037(B)'l6=-1037(B)12=-1052(B) 18=-1044(B)20=-1044(B)21=-1044(B)22=-1044(B) 23=-1044(B)24=-1037(B)25=-103.7(B)26=-1.052(B) 27=-1052(B)28=-1052(B)30=1052(B)31=-1052(B) 33=-1 052(B) 34=-1 052(B) Ynasg PmFu rut?Fp111 n1x.ria'!ilRgfTtgSSEf;•SL!Url.treEUtItUSSt ECMg?I9?kS:L�iGY;'tU!EI'jdtrtJYSEDrY3T lets 1e!;f!ttl: rze�Nus u1 reaults 1. tits tors geftpekniy Irmcui5: tr /T.b h1r.:,11.10'eveSiettittpF+s'. 2Fan s!5rrift srE!rtoe IS±T D,plr WTetavet':uli@sshnie Flelfwritla;nietFfii isFl tls:afpEgae?,is,Srus.TEzPiwLY?s1F!uay FJt!x?us?®aa?tfuud9srFttlslRS lijvY.w2p tl3piSS+'J,Fiq �4ailtjFYMu3pl?riF1S 1lii,?tnEeT9D 18!. iLWTIFI.ti`ItlltFtliFEp`E01;IPot.Bj:{LJ.06L 4€.6SSfh Anthony T. Tombo 111, P.E. Rf ye Ei Rit TtF311t((aj rF!�Adti3�dlef(M1:St cif it r9l C:?K!, tit0/eE�it+li?t lef epKl4ln!t"ept21:}: Jehfleue'4a F:`tk it{,fie ttd� laleat!ii?ptr2!ml Tr4l, Titeptnald"t.1l Fderfidt tYt:tGrs;m!hiog%uEivp, 3tugt,x:z.xfueclhRog tkOie BtrrlA??S!'tily F! m 80083 ' MI"TIi4JA}Flfti(0ti?EI!M?f.SII8i1t3fift�l5't:Tv`.eCA�lYrteCrteltSljit.!fI510i�3Cd�IE.2jtF9}itWSFItiI6Itf8S.ta(Z:LT!r^.oti'teiJlN aSICtC11EEt?feI{ettFM!FItFi�S1IRIPtICl�O11ht(Fi)i111i!:'MiL'SS'SAilllrii:TlYifrli!alle.tiBlfik1lSitOttOtEfL•eiraffxl?�Fr,.u,tl;zss 4451St.LbcieBlvd. @eniu at eal 1petu5li FgedFpu ions gk;F=rclRs gtdid. iNimlPtnplF;•szt!i1t8i Mtt.JtiFj Oesigu.e itnl S[sifuFFS'xm Fl Fi*WAq.;"ttpifrA?tiL•;afae rs dFaFka3f}l. Fof, Pierce, FL 349.46 (apytigbiTWlgl6A-1Rod Trusses kniboayi.TcmboIII, P.E. Repraduttiaoofthis dammeat:inan' eform,ispohibitedwiiby[be wtinenpermissiaefrom AdRoof Trusses -AatfioaylTomboIII, P.E. Job Truss Truss Type Qty Ply 70373 CA CorinerJack 10 1 A0056885 Job Reference o tional A t riuui i fusses, rori Fierce, FL 34946, eeslgn@anruss.com Run: n4.1Zu s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 1216:02:03 2018 Page 1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-vgtQdlWc33e4Tuh241vdenHfltc57cMBvjDZIazRQcf2 1 6-0i 0-11-11 1-6-0 0-11-11 LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 6 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -12/Mechanical 2 = 240/0-8-0 (min. 0-1-8) 4 = -33/Mechanical Max Horz 2 = 64(LC 8) Max Uplift 3 = -12(LC 1) 2 = -194(LC 8) 4 = -33(LC 1) Max Grav 3 = 26(LC 8) 2 = 240(LC 1) 4 = 50(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 3, 194 lb uplift at joint 2 and 33 lb uplift at joint 4. LOAD CASE(S) Standard ismdtr-neate8 ngN.rno-r ne A-! rgoF nDsss rsnnrl OEM am a mh mDn1(Dsmni uTa'; A(CeDA7f SNEDi Itta Tw 1 destp rueod s ed taT edss qt sits Des!y hariylR& e� tN AatlupT. isxlt P rE.m se Owe hs e e me. Udem dkr.ist skier it At TDD,%m IllldtuttmsIlthi shtlikeselhr the IDD la letnDl. As One Dmisa hVnu(u.Spudry hptetr).tle sell remyTDD rgneedsmesseptast d lt,InInstnd inlettaeg«srnslltliy!elh INgadtAe s4i Trees 6peAl is lit TDD mlr_WT?11.Tt!(eslrnmuupism.lerl��ou4nns, smdllrl Anthony T. Tornbc, 111, P.E. cA tsedt s.sSs et111i161 is lk resrxsUilU.drie D.uelke0ruisr!^avde,vgrlk tnllnp Dgi¢er,mtit nediedti lt(,ne R,All Ike lstdlaya;n/ess mt. leggntddtk lDD mltn Dditsed6tTnst �edr;tad"t4. szye,itfillstinadkrttiT sSsIIMi�n!rac6!:h d = 80083 lkRr'fs37tsis^e tNfsaltne+. il're4seelwtkthlUDnitierrW,.solpiidn-sddtdiNig(tdr oseeffs*. tttt(Ifirld!isk,d4lmmslunardx se!!nyeem!FIUeTrifiYnsttregtcdi9-eescOMuNiil,ossDeuper,l!nsgtiobpff adhes;MM49'ret,a:ess 4451 St. Lucie Blvd. listless Kid lrermad spite olet Is mull] is dlrid:es itiebti The Tass Crap Fasitees is dDi 6e'rdidsg Ptdper,minsssp!tu Eagueerd®T bU6a} All w.;da!d!e:mtreas dead 1011. Fort Pierce, FL 34946 (oppight02016A-IRoolhusses-AntbooyLTomhoIII, P.L Repmdudianoftbisdommere,inanyforn,ispro4ihisedwithers the writleopetmissionhem A-IRenlTrusses-lethoarLTombs 111,P.(- Jobx Truss Truss Type Qty Ply A0056886 70373 CAA A Comer Jack 1 1 Job Reference (optional) Al KooT 'I fusses, tort merce, rt- svavo, aesign(c_va t Iruss.wnt T1 nun. u•e. i w a vea. , , ev , , , ,,, n.... , �.. � ....... . . ...... �................,......., ...... ..._ ..r. . _ . ID:bgBJJu-i J87YNWOW1j6wbc gy4-NORpg4XEgNmx52GEe?QsB_gp2G 5.00 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TGLL 20.0 Plate Grip DOL 1.25 TIC 0.31 Vert(LL) -0.00 5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = -12/Mechanical 2 = 240/0-8-0 (min. 0-1-8) 4 = -33/Mechanical Max Horz 2 = 64(LC 8) Max Uplift 3 = -12(LC 1) 2 =-194(LC 8) 4 = -33(LC 1) Max Grav 3 = 26(LC 8) 2 = 240(LC 1) 4 = 50(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=ZOft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 3, 194 lb uplift a� joint 2 and 33 lb uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 2018 Pagel Weight: 6 lb FT = 10% s,mq n««n«rgar«ne.t 'a-i roof TIMES (TIC, eri eld,tyI.1.1,11LU.tie Kissy Hi7doe x:«riaks sillhrselfir blNN is h,d!L eseLns Desip(rpre«{It,Sge;uttth9eev;.a5!Jn«r10D«rresetlsRnna�;ed6e�prdesslud ega«rlrynsrnslHlNy3rlir l,sgnsi the felnss[ydd e,tieTODady,e,d«IfFl. Rxfesips nn,opirm. bri:ry«rAn«s,sd10!Iry Anthony T. Tombo Ill, P.E. cie«ds simsbery11.164 is AnesyueiFilitrdtSe El.nelh Oraise9btitele;ei or at lnliiq Darxr,aLknrhndtis ' lC,3eit, edM, 6rikal.7Aeadl?ll.iheppre all, enlmNele nedtit15—,wJrtige .sa:rye, irsMlirewdkm�sSil(Mea «!�s:m!:hd v80083 a Rs ta:lzg Desgtnri C=d-,nc. 0 sorts sel;.l4 ftm lk,pa!nsal peitdaesdth l,lGq(taraed Sdery M:a h.jI[VP'llulod It itl or SIEA V!sdut ,stn penal p,lnea leH Rlbn? ad. lerwri foewed rests MA1Aov!"'Wtsi 4451 St. Lucie Blvd. stsstlue�„eey,(uC,d,p�eEleN,6Mliryerdliul:ss!heheL lie loss 0e51.(ryi¢er!s Nor b"!tap Unigser,rtTnss Sn'ea Eap,xrda,IWifi,p. Yleryiwuteh:©s rtemdeP:,ei Wiltt. Fort Pierce, FL 34946 (opyright02016A-I loaf Trusses- Anthony 1.Tomboll6P.I. P.eprodunionofthis doroment,inany tmn!,isprobibiedwilhoNthe written permission from A-1Real Trusses -AndmilyLTomboIll, P.I. Job Truss Truss Type Qty Ply 70373 CJ1A2 Corner Jack 1 1 A0056887 Job Reference (optional) aa.w... Run: ae,,tu s Dec 11 201 i runt: 6.12u s uec 11 201 / Mll ek Industries, Inc. Thu Apr 12 16:02:05 2018 Pagel ID:bgBJJuT4J87YNWOWij6wbczWgy4-rC?B1 QYtbhuojCrQCjx5kCM_oglZbWsTM 1 ifgSzRQdb -1-6-0 0-11-12 1-6-0 0-11-12 LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 i TC 0.31 Vert(LL) -0.00 5 >999 360 TCDL 15.0 Lumber DOL 1.25 ' BC 0.05 Vert(CT) 0.00 5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -11/Mechanical 4 = -33/Mechanical 2 = 240/0-3-8 (min. 0-1-8) Max Horz 2 = 64(LC 8) Max Uplift 3 = -11(LC 1) 4 = -33(LC 1) 2 = -193(LC 8) Max Grav 3 = 26(LC 8) 4 = 49(LC 8) 2 = 240(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3, 33 lb uplift at joint 4 and 193 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 6 lb FT = 10% ZE%!&I- rlelsenmyNr On WA-1 IOOE TIUSBB(SEun Mint TINS S LOW1106 Uslom M.*1A(e rim"OrhfJ yt;or'IJJIrepattas VA!ed.*s.UiDos gef'dpGirvlylllN,IN IN19idrt.Ttd'bl;ir.EMuni S141t fti ess. Uns 9*.ist Glee it lit Mlil'amumgiehJselIlk: aulhrex Teota he oet Aseiless Desgv hpnx(te, SpeilGfr Gprt:r;.naebe npIDerepreJutl eacmpu:eGngrG:vleleley`oJerlry ayusllllnpi: lle llSl�ldlM JspeTnlJL•pJt!hcne lUUlNp,eduTPFl. iN is ginnopnu.Ilrlaroldtlessledmry Anthony T. Tombo III, P.E. culOR.1lis isss:er up lGleulIs llerespa!ililJry enkoeneelh8-sV'Xndee?G rtle foleiep hesigeu,mrsnrnGGNKnitlIr aeNeh!dka!Etig vle ullfr. le ypml;Nne IDh ulnpfieldnedNe inst.'vdl6ybsA:o�. GaJye. nshlldiuul lnrsgslilJkJ rm ee!putik:hd t80083 devistfibulIrld[,ea.ann!a!eloGnmemoirsnpmneJmepleo:sl!n:pllyelrtKamSlerylnmmnWlrlNilMlpRlell{UueAyesWdgcroIFIHLTrIIeSkJn:RJFFSSSAIJ[4AEYSP�T:IJJDe9jIG,TleSfgl39Fi CdTeJSYBITIk:Ir,Reii 4451St.LucieBlvd. l3eviu lttildlpo(eGrafepedepl"n vGecg lTdlpwtas luNJei ReTnss Celia EqueerngOi�6afal Gesfplu,uTn!s Sps!:u[�ilxrdmr BalSy. AtllgNa!Ak!os seal eetmd iaTrbl' Fort Pierce, FL 34946 (opgighlm2016A-IRoolBusses-AnlhonyT.Tomho1ll,P.E. Reproducionoffhisdommem,inonyfarm, isprohi6AedwithoutthewtiltenpermissionitemA-]RoofTrusses-AnthonyT.TomboIII,P.E. Job o Truss Truss Type Qty Ply A0056888 70373 CJ1B Corner Jack 4 1 Job Reference (optional) Al rcooT trusses, ror(rrerce, rL agw4o, ueslynluwa rnr uba.wrlt Run: 84.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:05 2018 Page 1 ID:bgBJJuT4J87YNWOW 1 j6wbczWgy4-rC7B1 QYtbhuojCrQCjx5kCM—ogHxbWsTM1 ifgSzRQd0 11-0 0-11-11 3 5.00 12 2 1 0 T1 � 0 1 I 0- - Qo 3x4 = 4 9 Plate Offsets (X Y)— [2.0-0-0 0-0-141 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.31 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC- 0.09 Vert(CT) 0.00 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 7 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = -15/Mechanical 2 = 240/0-8-0 (min. 0-1-8) 4 = -30/Mechanical Max Horz 2 = 64(LC 8) Max Uplift 3 = -15(LC 1) 2 =-180(LC 8) 4 = -30(LC 1) Max Grav 3 = 24(LC 8) 2 = 240(LC 1) 4 = 38(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 3, 180 lb uplift atljoint 2 and 30 lb uplift at joint 4. LOAD CASE(S) Standard zeds nnsen �nHrr?riF.?ae'a t nD; tiUSSFS ('S((LEPb 61011 TEN 8 (QFM DIf f851 Yt E W]') e( tlOd c dE9i Enc. Ter r hdpe TnF?dlrs ni rred FtL>F OFRit less 8n p htvi 9 (rw "Ilk AF lcef 1. italaCl, r.E! ntxF S! sl ksire nt. D?I ss eRenlsF tltl i Fntle IDD,w y t)11!lterelstn p:[essldiNlitlhrtteTD(I lr It rdll.(stTrxl DtsigF leglrxH{I.1,Spttidt[6pt[erR: ke FF tlrlDD reg?tsntimIXltH;!'tdee rlBE?tfllid eeT eF!nlg Rtpnfilim[(rtIll IK!Palto Skplriss 6F.MFtAt TDD ogre F96er1E11.11f6?vyt nteopiFes.tert:FpmtmFn,sFatlnry Anthony T. Tornbo 111, P.E. CJnediss TRSSTn IFT rnIlugltlie ltSTN!IllnlTdCe(lnll.Iln DHFfff'!9'IIFI Fe2rt e!I!lydlcy DeslgFe?,OCZ II?lddhu l2L 9?ir(relll:Ie[c!n'rxgfell tEl liLl. le ggrF?d close MootF?W'sedtl Tnss.Wt641,00 ix=gl, usull6inul toodg ticlMoa rarasa.:gd 80083 ' sr;ralTFs lma¢c,n,.tl<sSOW, , not DDMneWcal(effp:FmSolely ta;�Mu.;ra;le,andmhmruslun?rolu,ndosesp-1p.f—.Trt not &Inof, lnT! 4451St. Lucie Blvd. r3eniu lduellpo(est:td tpred o.Feeuvrtliq lTdlrn?ts im;ieei lose loss Cen�Ftguleris MDi Cs rilag6es:gan,nTneslp¢?a Eyie?erd®T lvitBag. qi t�waeleras uem6elteeuilrl. Fort Pierce, FL 34946 '�(opyrighl020HA-110011lusses-AnlhonyT.Tom6o116P.E. Reprodunionoh6isdocument, inany form, isprobibitedwithcutThe written permission from A-IRaoETrosses-AnlhonyT.Tomho1II,P.E. Job Truss Truss Type Qty Ply 70373 CJ1E COner Jack 8 1 A0056889 Job Reference (optional) .will Run: 84.Tzu s uec -i 1 zu1 r rnnu e,1zu s uec 11 z017 IVIITek Industries, Inc. Thu Apr 1216:02:06 2018 Page 1 ID:bgBJJuT4J87YN WOW1j6wbczWgy4-JP71FmYVM_OfKMQdmQSKGPv9Y4dDKz6dbhRDMvzRQa''7 -1-6-0 0-111 1-6-0 0-11-1-11 0 0 W = 0-11-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/clef! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 7 >999 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 6 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BR CHORD 2x4 SP No.2 5) Provide mechanical connection b othersof truss BRACING- to bearing late capable of withstanding 14 Ib uplift at 9 P P 9 P• TOP CHORD joint 3, 182 lb uplift at joint 2 and 30 lb uplift at joint 4. Structural wood sheathing directly applied or 0-11-11 oc purT BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and require7in cross bracing be installed during truss erection, accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -14/Mechanical 2 = 240/0-8-0 (min. 0-1-8) 4 = -30/Mechanical Max Horz 2 = 64(LC 8) Max Uplift 3 = -14(LC 1) 2 =-182(LC 8) 4 = -30(LC 1) Max Grav 3 = 24(LC 8) 2 = 240(LC 1) 4 = 40(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. drily nnsrtiuByH]ttttrftlfe'S 110UnifSSSjStInfilim TEWSaroa 111A#rnT7Mj RyjdaNLBtiasNflR'tuc rnAp 4tsip rutaeltts.sl teedBilts waifUcssDr{s m!viylf[ki; u!ItT aBlhvBrT. it lBer.rL rdueaB tlrlEshrrese. odes:01—ift odd tnneTDD,w!p WleiauMtrp:dessldiMnsedhrBx lCDfake Dill. rsBLws Design fByrzujl.bdprldig6GutrltllutlnwrlDOfeFresutsmtttenwttflDe paL=ssUedergbeetlwfet+wsllilQt4aIt eu!untttlesaPeTn:SE!p!n!hetleiW w¢,t¢fui7FL lie FsslpamftoN!tn!.Itfl'.egntClrou,nneNrry Anthony T. To mbo III, P.E. rd wit#IM lnsslerwl IoRigisfeenupsBsilifilyft Care tit CwuisBda•itdB,wlr Ike idldug Duilet,,. thialed dike tt[,8ttdialike [,,,IWA?Wield itt-I.Titggsa1,hh. I0DBd ally hditsedBe Tnss. irL6w krl:my shfege Ushlldiw udta�sg skdide tit rerptaslE:hd 280083 h Rt1il:t2gats!ga:¢i[mtBea. Lii whs sdWt4MT00Wlit pt�ueswd;tiidn!sdtl!ttilfiy(B¢pt°mSdtryf»atAu{t6f pedused it in o-N SlU tlerduen:tddu getewt �lwse lrtl Cekfxs�ensgtnsiS3aes wd(,aia e`!T!Bst Dtdpu,Lro7es!p igcerwdrnsfUrtdt^.uu,wsf; 4451 St. Lucie Blvd. f'f4ndf! 1tsBd irkOd:ed Bled Iwn 11 rdalg i] dl gtd:ts IHdid. TitTflsi Dssi� Tyltetf IS 1DTrSrAd9jDKigttf IeTfHf igY'!116gutlf dLnT ktasy Ai[g!IdadQfaf tltBf ddad 181nd. (Bppighl02016A-IAoolhosses-Anlhanyl.Tombolll,P.E. Reprodudionefthisdorumeni,inanyhren,isprohibitedwitheNthewrittenpesmissionffomA-EfloofTresses-AnilionyLTomtolll,P.E, Fort Pierce, FL 34946 Joey Truss Truss Type Qty Ply AO056890 70373 CJ3 Corner Jack 8 Job Reference (optional) to Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.12Q s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:07 2018 Page 1 ID:bgBJJuT4J87YN WOW1j6wbczWgy4-nb7xS6Z7718WyW,_pJ7_ZpdSKI UxL3QMmgLBmuLzRQd_ 1-6-0 2-11-11 3 5.0 12 fn m N • T1 2 81 1 4 U4 = 2-11-11 2-11-11 Plate Offsets (X Y)— f2:0-0-14 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 4-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 5) Provide mechanic BOT CHORD 2x4 SP No.2 to bearing plate cap; BRACING- joint 3, 207Ib uplift, TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 72/Mechanical 2 = 269/0-8-0 (min.0-1-8) 4 = 30/Mechanical Max Horz 2 = 102(LC 12) Max Uplift 3 = -57(LC 12) 2 = -207(LC 8) 4 = -43(LC 9) Max Grav 3 = 72(LC 1) 2 = 269(LC 1) 4 = 50(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I connection (by others) of truss tie of withstanding 57 lb uplift at joint 2 and 43 lb uplift at joint 4. l NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 6ermq�rluutlunspllTr?!Iem!(e'll i7DF 0uSS8('SfLlEPi 6(A9it(EttiSBCDfiu1118SS(7fiDM13li]jF.;KMBAtEDaAtEq'6sa: 5efAplrsipe rur>3dars aid r?�naf?sra!lisLess)efa7srwiyl(f;?�u41t�Aellfa7tf x!>DrE.Idrrzxe5lrsi�irene. pd?u skznise stafdsctYe7DD, m?p NoTeww" plemridnA oedWIffTOto urdid. Is eTms Desiie 1e0rze1.!,Sprieay BSneee;,thuetneey7DD npresens rc-"Mmdife praiasdmd"p.dgregmdillfifbrth 1W.r!h4eTnsf d?paed tit Ten mlt,WdarT.�r!. Anthony T. Tombo III, P.E. td esedesrTtf4l W,rsil/Ile If I4e flsplesilAlny dFn Ori?r.lEe D+mlf leide,Ydr:lSe rallioy Desips2r,nrae:eehrtd(mlR(,�?�:91ddClifd tRld[!�i6leffd rd I.11e[y*pflfildlAe TDD e>Oei!Ae(d Ofe 1(11?TRst.m:IldiRl9d':la}tiiere,lUNldiltudtTn''�-p fAdit-!D.?tt5r:9F1!�hd v 80083 fktr515.10ft d(2auM.III r+ks sei col o bTDDesdrse p!udousted pJduesdtos of "(onpmmt sellha:netln{6(Sl; p and 4 M WWI esenlee"d!es Pm! pgmuL TYl demstettfpr liisies ssdd:i?s ots1rus DedpecItosgesks5prad foss M:ide?vw,.uesf 4451 St. Lucie Blvd. etesr!se df&rd6yaG9-m epesd eyoau+rriughdlron:fsicedrei lieirer Des�pExlieeer is YCT rt 6m3a7Gesiper,efToss Systn Earn?ere!®y iluy. dllfgwadxras nemddadlaTP(1. Fort Pierce, FL 34946 (opptight(02D16A-1Roothusses-AnthonyMomhoIII, R.E. Reproduction ofibis document, inanyforno, isprobibitedwithout ewritten perecissionfrom A -I RoofTiosses-Aathonyl.Tombolil,p.L Qty Ply Truss Type Truss hack -Open Job Reference o tional C J3A 4 nW 6Z7718WyW�J7 11 se, FL 34946, design@a1truss.com Run: 84.120 ID'bg13JJ T4J87YNWOW16wbczWgy017 MiTek Industries,Inc 2A1-5 2-11-5 AIDING7(Psf)Plate SPACING- 2-0-0 Grip DOL 1.25 LL Lumber DOL 1.25 YES 'AL ;LL Rep Stress Incr CodeFBC2017/TP12014 ;DL JMBER- :)P CHORD 2x4 SP No-2 OT CHORD 2x4 SP No-2 ,RACING - OP CHORD direct) applied or 2-11-5 oc itructural wood sheathing Y ,urlins. 30T CHORD lied or 10-0-0 oc bracing. 2igid ceiling directly apP MiTek recommends that Stabiliz tNss erection,�n cross bracin9Jbh St bil z rdlnstallation uide. accordance REACTIONS. (lb/size) 130/0-3-8 min.0-1-8) 1 = 86/Mechanical 2 = 44/Mechanical 3 Max Horz 71(LC 12) 1 Max Uplift -40(LC 12) 1 = -66(LC 12) 2 = -6(LC 12) 3 Max Grav 130(LC 1) 1 = 86(LC 1) 2 = 56(LC 3) 3 20 = in (loc) Ildefl DEFL. Vert(LL) 0.01 3-6 >999 0.15 Vert(CT) -0.01 70.00 3 6 >999 0'17 Horz(CT) -0.00 2 nla 5) Provide mechanical connection others) of truss ndi to bearing plate capable of withstanding 40 lb uplift at joint 1, 66 lb uplift at joint 2 and 6 lb uplift at joint 3. LOAD CASE(S) Standard FORCES. (lbMax. Ten. All forces 250 (lb) or less except Max. Comp - when shown. NOTES- Vult=170mph (3-second gust) 1) Wind: ASCE 7-10; Vasd=132mph; TCDL=5.Opsf; BCDL=5.Op(e velope Cat.11; Exp C; Encl., GCpi=(.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom ncurrent with any other live loads. chord live load nonco 3) •This truss has been designed for a live load of all areas where a 20.0psf on the bottom c 0° in will fit between the rectangle 3-6-0 tall by other members. bottom chord and any 4) Refer to girder(s) for truss to truss connections. ------------ N ettie[hs'S1rCCE❑;ISiEi{iELLFt }, 6EA:ISiiEr41i8CCF�neSs eas�v � s d!1 Fad Fa:Siq�tlnsehn5sy Ir r � �.. tltl g1TeYw5emil�ess9ilt:e asedhrtM nDta5e5Ai1. AsaAass Desipahpaea A �uesnad 3T:d!1!esdth rein uduerfl5!s [:asshe ae tstiliita:sheres asdil altk0aia�IMU+xit e£^-5': 5s"e �Ea;sa3Cu3:a: a4 (ce�tsas. d!!r¢hssal at!3 tl'>� � 1� �ei ittTass Cesta.Enriteu I� 5!iuuaise i[fttll7DCe9,ad 5gt�aTraia mAitTly 1 •(oppi;MO2011Ailea' Tmsses-Anihonyi.iombaIII, F.epmdn0ionoHtil J7201$ 1 TgLBmuLzRQd_ PLATES GRIP Lld MT20 244/190 360 360 n/a Weight: 9 lb FT = 10% [aT?Fl.d'•s'Eaasunr:ss,I'd eluearios,niltliII ArsthonYT.TOrnhoIIl,P.E. desip-muen aad m'd 59ts tamsi:5�s]esx�Jra+C*9{it9`a21tM 1uiuYT.iasiaiSr Ele!trEaEeiSi°1QtaR est. Udtss Sdzr.he slatdaaheTCata. IN SS 01 iisE:nNEI1� Iua:. Tied{da SR'SF,!85h�5!115 udk5ls3sS51tYn9:tstmVI*•rf d451 StLuce Blvd. 16D nfhseusSacmElea's sdl5e pattssla5d ux:ae5•feirtyutll!frtj'tand lle �D sil sN ed+sErfhe i:xss*adttxF�la3 i E sa�Tnss @aes!tnu sa'ass iCssa!eudlaelK,�S!;C udhcbca!kaEs3rdtadltN. leEdpS ! . Fort Pierce, FL 34946 rta'S�su!a:Wl;.re4lislei97 iZl aad ftEAnt�ls �Edxo ueat derael i+iPlius4.res . ;4'rtiEs aAk!:Es c'h'-LmPeri Su.LEss ks P ;tiur,uTnssiytm Earie:udsr5.dhay °t anytotm, is prohibited withcN the written permission to 14 P.E ham A-1 WITtasser AnthonyT.Tem1. Job • Truss Truss Type City Ply A0056892 70373 CJ3B Comer Jack I 4 1 Job Reference (optional) Al 1tooT I russes, r-on rlerce, VL a4a4o, eeslgntaa-I Truss.wnn mull: 09. sullffel 0 Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc: Thu Apr 12 16:02:08 2018 Page 1 ID:bgBJJuT4J87YN WOW1j6wbczWgy4-FngJgSalucGNagZ?trVoLq_V2ulaotbw2_wKQnzRQcz 2-11-11 3 5.012 T1 2 81 3x4 4 LOADING (ps2 SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft Ud TGLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 77/Mechanical 2 = 269/0-8-0 (min.0-1-8) 4 = 25/Mechanical Max Horz 2 = 102(LC 12) Max Uplift 3 = -67(LC 12) 2 =-141(LC 8) Max Grav 3 = 77(LC 1) 2 = 269(LC 1) 4 = 50(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 3 and 141 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 13 lb FT = 10% liven-rlenentniq*rnitefle'Ad IbOf BgiSH1'AtIEPI a1:LLlifIS1S b T pS1P05S fgSlfiNr6lRe7'; r(TMC6tt'indEhi' lua. Telly ltsip I. nalms eslftltats alas Less ges{tgsreiylK^ er4 tkt lttlwrl. TtafaO! Ti Mueae Aefl kdare esr.. ddtss etEer+ise aad ettleND,faj fuTektngmf plus oats4.1dIs' me noukt.at Aselt:soevke[tgxe(Lt,sreutrtr Tbttr;e>stattmrmo!eptt3ttle6¢¢j73J FIMt ptSl:tfleetltteH:'irg fe>1Hfi1!IQp'p(He 1K i]fi IN s:edws6padttne TDI)WI,WuMI. iuL•5!gJ iSIwINi1p.IM27U1Mtlee:, itn 21 Anthony T. Tombo III, P.E. doe dmis Tna4!tty 1016e3 is Ike fespnsikilny doe Ilm" eP+viscess!itd tyatu oe k+8itg 0esi¢t!,atunshatlla K63"LadtkehH1,11zgtde¢ KI. Tilly; as lk TDOW nyfieli tse dtu Toss,ledffiq-ead4st!egf, usftlidat of Wit Aililt Maresp ti:llhd 480083 ' IEtr;!3agflts:,.t!triftm:etal.Ill ofsIll sil%fliM.ffit pinto olpublteselthWhiqrt¢ytwsell W.I.Inow,poufsw4lfltaeSTUtrreSytxE6fapoelpliv, i-Ihfigs4trzsprs!k:Tag3d!Itsd'ltmaofrpu,lessoes!ga�pxer'mernssrmden•ef,q�ess 4451 St. Lucie Blvd. t2evlu lflhdkyoudad ePed epvhMtiq lT dlpm:ts ladrei TkeTrtss ce;ls EtgaurtslGTik6adag gedgsr,oTgss SyseetFapteetdfayktilftg. rlifg1aftnis no Kind oTIP. Fort Pierce, FL 34946 ropytight02016A-I Roof Trusses- Anthony T.Tombo111,P.E. Reproduction ofthisdocument,inonyfotm,isprohibitedwithculthe written permission hallA-1RootTrusses-AntbonyT.Tomboill, P.E. Job Truss Truss Type Qty Ply 70373 CJ5 Corner Jack 8 1 A0056893 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:08 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-FngJgSalucGNagZ?trVoLq_,PSuANotbw2 wKQnzRQcz -1-6-0 4-11-11 1 6 0 4-11-11 JX. — ' 4-11-11 4-11-11 , Plate Offsets (X,Y)— [2:0-0-6,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.67 Vert(LL) 0.14 4-7 >413 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.13 4-7 >464 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 141/Mechanical 2 = 347/0-8-0 (min. 0-1-8) 4 = 63/Mechanical Max Horz 2 = 152(LC 12) Max Uplift 3 = -111(LC 12) 2 = -251(LC 8) 4 = -78(LC 9) Max Grav 3 = 141(LC 1) 2 = 347(LC 1) 4 = 91(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111.Ib uplift at joint 3, 251 lb uplift at joint 2 and 78 lb uplift at joint 4. LOAD CASE(S) Standard tPb�dap tlevutlenryFJrntitirlye'Ad 1D6F I1L'SiBrSIItEYl,6rR:11Lf(tdSB(OACi11013(US77dr,E4it7'iA(NNONi:b dFN1'hsm. leay Gilp pamden rml rvN ldvswl§sT:ns DespD,vrig(TN; itti Jei.pl.F:aln 0 r11dereae &:sISsS+env. Oeless vRerrist ddd vvtleTDO ali M1ieAtucestrtp:CessSrllHvulLr asiDD la kevdti As. Trnslestphpue{u,SFtsiOrreduaij*iud 11 mylDDapeseds itmadendtse pralvsdud eusa;uprspusiNlarbrHltrs!pdtk sajeTnss d!ra!Imtle laD xip, evlal➢I. 1es!pa nsvnptles.6edsyavNnn:. nilvinay Anthony T. Tombo Ill, P.E. d/cedes TRSSSe uy1dl61y is13taspl!blNydik O+na,tleDneiscfai=rl rc4n13e rdltisp 0esgur,atle ndeddtil 1p(,3etS; aldelttd kd'Xxynit ¢l rM1l.I'tip"ItIlke GD evla.6e7ie!edNu Tnss. uds6alai(eT.suapa itshlldiev si Nlrip slvlit-!Ga re!pscl:l.trd a 80083 data'EeTOn arti(ar'Inv:.L:uxssdnlutFeIDDWln plmrtesm9 pNdn:s d7h ld16q 6rze asetSderylin'amn(t61}poli!!d4}iil ¢dSlfAlare(xe�el4t purdpd.a TFil h3us4::rpasi4tlties raldMi!sd'6eLrss pesiper.l�ess8a r+u3ivsawlrnss ks»L^e!n,verss 4451 St. Lucie Blvd. it"Ise dsfitllkyaevl.rel 1pe'dep.1.Udall IT ill psn:n lmefrei TAelass Tom[ 4ts, is NOT A' MoilDedpm,0ros Sydex follow001b.l4. All rgtdael forms 1,10 fella bill 1. Fort Pierce, FL 34946 (opIdg,hi02016A-I Roof Trusses-AalbonyT. Tombo111,P.E. Reptodudionofshisdummem,inaoyform,isptobibBedwilliculThewd"enpetmissionhomA-IRooffmsses-Ambonyl.Tombo111,P.T. Job-* Truss Truss Type Qty 1 Ply A0056894 70373 CJSB Corner Jack 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 3x4 = Run: 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:09 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-jzEhtobNfvPECp8BRY01 u2XbZHZBXJr3HegtyEzRQcy 5.00 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TGLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.05 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.07 4-7 >898 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 146/Mechanical 2 = 347/0-8-0 (min.0-1-8) 4 = 58/Mechanical Max Horz 2 = 152(LC 12) Max Uplift 3 = -121(LC 12) 2 = -146(LC 8) Max Grav 3 = 146(LC 1) 2 = 347(LC 1) 4 = 92(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 3 and 146 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 19 lb FT = 10% 6cdtg•nt!:t!ltrttldrr!,!tw!sc•al tDctnuus�-sutr!•Irat;utnlasarnhslncnrasTontava•;ecrtcauasuEnr ltry TtratemnlUlmtlmo,dr�aa:ltt�mtTrt!,Dtc�,Drorla,lrw; �n,etnttpT.rr�l,Dsr.Lldttt>,t u:4lltm�tt,:. at!tttrt� I:tnndtRntmD,�ay PITHU¢fmrgs'eisldil:a dfo ae IDD It4,tDi As Ons Dtslgi ltllH[iEIl.$ri49f (.tlr4x;t!!s!an or TOD apsmsrtcru=I a lle lrolsssind trg tl;Ugr!yettiila h;tle lWgedthe s.,sT;.ssLr:n4 wit TDD ssrl,,dtr TPN.Anthony T. Tom6o III, P.E. cd tudr4;sisns`tr ttp kil6tg is tle respnsikili0 d;.e Dsttc@eO.uista`srhd epictN[tlllitg Duigte!,nl`�nNrtdlitlK,d!IKa1Kt 6idla:lsgult ad Cal. Ile tpgrnddtk IDDa mae(d ntditeTnss. mar5ee-lad!i�sargt, Itshlldin ttd krrtsg sliliML4ttesPvs i:!:ryd w 80083 Ke ta:ieg Des a!traf[?-rtw. All. a ssel wl A KeTDD,flWpodusaos pildam slat 1.11Wq hrrrxed Sdelp hfamMtt¢Of ItHu lTPl Silk mn!neuealn geten!�1nsa TFFl ft5asK!n:prsilD:ntsttlb`:sd,K!l:tssrcedper.LnsDes gs ig2erwl Tn!s pa»ttt!aley xitss eYtMsdtLtkipo[utrtat eat ttsrmit 1 dlpm�sirnateiTk'Tn eslpr ueerrs,01N9a!Is Deslaeyximss any 4451 St. , FL Blvd. � g g ps!!aiagbterd:©pyD9eg ulty!uadxosueasaacellantl. fort Pierce, FL 34946 Coppighi02016A-IIoalTrusses-AhihonyT.TemhoIII, P.E. P.eproduaionafibisdomment,inany form,isprohilsiledwilhaul,IthewrillenpermissianhomMllaofTrasses-AnihonyLTomboIll,1`1 Job Truss Truss Type Qty Ply 70373 CJA Comer Jack 3 1 A00�6895 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:10 2018 Page 1 ID:bgBJJuT4J87YNWO W1j6wbczWgy4-CAo458b?QDX5pzjO?GXGRF4rXh_aGm5DW IPQUgzRQcx -1-6-0 3-2-0 1 6 0 3-2-0 3-2-0 r LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 3-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 79/Mechanical 2 = 276/0-8-0 (min.0-1-8) 4 = 33/Mechanical Max Horz 2 = 107(LC 12) Max Uplift 3 = -63(LC 12) 2 = -148(LC 8) Max Grav 3 = 79(LC 1) 2 = 276(LC 1) 4 = 54(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 148 lb uplift at joint 2. z.ties' hear lNlElNyrHereto.•aa17OETIMSES('SEilil')0EAE15lTIN 8COVACKS(DS1011t Er!ONON'.f"vodr. frm.Te;Cyledpi...tiers dreel ern . so, IlssDes!gsD,.iI(IE4?NithiA,,yl.Te1,P.lt.E.1d.—.%mtk%iz e.gdns axn etideleetieT6 xp 111ieNoeeemr?:CessSdElsosN6r dx iDD(aketiiL ssoTsess Den?e hprert(Le,s}eienr 6peFe;h: NdNnyNDrepsetlsmm¢r,s:ed(Slpol:ssioed er{'eNrbe regclslNiny!a:lle enKxdlN s;e'elms kp!eei eatle TDD NIt.eda TPH.)geNiyarss..pNw,l,rElolHnu,%Htiiurr Anthony T. Tombo lll, P.E. rdese does lrssshrery idl6ea is(krespuikiln?914gsln.tlegwmis Oilzdgdvlit id!tiec Desi?nr,roriiENhd d IL IC, Se :. alike bralr:iblait al MI. iie gym!!dlie lDD a>l Nrfide ne dfee Tnss.iade6gl. .ag.nrsle,!eshVdiev Ndtnr s4il;4e t:a res?wsisDsyd z 80083 I�{alrcDOlS�rsred Qe:-elnl'.2°m13 NipeiSdeTDD NIlN?I�i[l36N pi1d.ts diEe{EillieEli¢fE9etl Sdtry FJ.')„diN({Olj?eH!sEtity TtlP.ISN(1N!RINl4G1:H gtNre!',�{at.•. lFtE aE.�itISQ:TiEIm!141ieS lewbn?ed'�'1!NS DtlijIN, 116557e5lt Fl�mN191 TR5S MJVle!'e!er; ttlSS 4451 St. Lucie Blvd. ZitRuria ltiiedlyaDd;ro eyed a»sieMNq lydl?miN lNr!eeS TNeTtess OeslprEnliaNis1O1C,e{d!daD Gm(grN,rtTnss Spdes EareNrday SeDAay. tliE�i4?.dkrm aemldadhR{I' Fort Pierce, FL 34946 (oppight02016A-IRoalimsses-AnlhanyLlomheIII, P.E. Reproduction ofihisdorumenyinanyform,isprohihitedwithou(thewrittenptrmissiouNotA-I Roof fosses- WWII. Tomb III, P.E. Jobe Truss Truss Type Qty Ply A0056896 70373 D01G HIP GIRDER 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84. -1-6-0 , 3-11-2 1-6 0 3-11-2 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:10 2018 Page 1 .ID:bgBJJuT4J87YN WO W 1j6wbczWgy4-CAo458b?QDX5pzjO?GXGRF4kghoTGjcDW IPQUgzRQcx 14-4-8 19-3-12 3.54 12 Dead Load Deft. = 5/16 in M— 68= 46 5.00 12 I n eV 6 2 r Io c c c B 20 9 21 22 23 8 24 7 25 3x4 = 4x8 = 5x6 WB= 1.5x4 11 3x6 = 0 5-5-5 14-4-8 19-3-12 5-5-5 8-11-2 4-11-4 Plate Offsets (X Y) - [2:0-0-14 Edge] [4:0-3-0 0-2-12] [5:0-1-12 04-01 [6:0-3-8 Edge] LQADING (psf) SPACING- 2-3-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC 0.74 Vert(LL) -0.21 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.49 7-9 >470 360 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 91 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T& 2x6 SP 240OF 2.0E 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCD �=5.0psf; BCDL=5.Opsf, h=20ft; BOT CHORD 2x4 SP M 30 C; Encl., Gt MWFRS (envelope); Cat. ll; Exper Standard WEBS 2x4 SP No.3 l exposed cantilever left and right exposed ; end vertical left Vert: 4=-68(B) 5=-63(B) 9=-48(B) 7=-40(B) OTHERS 2x4 SP No.3 exposed; Lumber DOL=snag plate grip 16=-63(B) 17=-63(B) 18=-63(B) 19=-63(B) BRACING- t water60 3) Provide adequate drainage to prevent water 20=-13(B) 21=40(B) 22=-40(B) 23=-40(B) TOP CHORD i I 24=-40(B) 25=-207(B) 2-0-0 oc puriins (2-8-10 max.) Thiss truss has been designed fora 10.0 bottom 4) T (Switched from sheeted: Spacing > 2-0-0). chord live load nonco current with any otherr live BOT CHORD loads. Rigid ceiling directly applied or 6-4-9 oc bracing. 5) This truss has be n designed for a live load of 20.Opsf on the bottom' chord in all areas where a 1WEBS Row at midpt 5-9 rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 6) Provide mechanical connection (by others) of truss 6 = 1460/0-3-8 (min. 0-1-12) to bearing plate capable of withstanding 659 lb uplift at 2 = 1460/0-8-0 (min. 0-1-12) joint 6 and 676 lb upli�at joint 2. Max Horz 2 = 87(LC 8) 7) Graphical purlin reQresentation does not depict the Max Uplift size or the onentatic of the purin along the top and/or 6 =-659(LC 9) bottom chord. 2 =-676(LC 4) 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 Max Grav lb down and 72 lb up at 3-11-2, 105 lb down and 126 6 = 1460(LC 1) lb up at 5-5-5, 97 lb down and 121 lb up at 6-3-10, 97 2 = 1473(LC 1) Its down and 121 Its up' at 8-3-10, 97 lb down and 121 FORCES. (lb) lb up at 10-3-10, and 97 Its down and 121 Its up at 12-3-10, and 97 lb down and 121 lb up at 144-8 on Max. Comp./Max. Ten. - All forces 250 (lb) or less except top chord, and 24 lb down at 3-11-2, 51 lb down at when shown. 5-5-5, 47 lb down ansJ 23 Its up at 6-3-10, 47 lb down TOP CHORD and 23 lb up at 8-340, 47 lb down and 23 lb up at 2-3=-2939/1258, 3-4=-3010/1359, 10-3-10, 47 lb down and 23 lb up at 12-3-10, and 47 4-16=-2924/1351, 16-17=-2924/1351, Its down and 23 lb uplat 14-3-10, and 207 lb down and 17-18=-2924/1351, 18-19=-2924/1351, 141 lb up at 16-3-10Ion bottom chord. The 1 5-19=-2924/1351, 5-6=-3094/1415 design/selection of such connection device(s) is the RD BOOT CH00/22653, responsibility of others. 9-20=-1110/2653, 9) In the LOAD CASE(S) section, loads applied to the 9-21=-1254/2851, 21-22=-1254/2851, face of the truss are noted as front (F) or back (B). 22-23=-1254/2851, 8-23=-1254/2851, 8-24=-1254/2851,7-24=-1254/2851, 7-25=1252/2821, 6-25=-1252/2821 LOAD CASE(S) WEBS 3-9=-219/469, 4-9=-5/279, 5-7=-38/587 Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 NOTES- Plate Increase=l!25 1) Unbalanced roof live loads have been considered for Uniform Loads (plf� Vert: 1-3=-79, 3-4T-79, 4-5=-79, 5-6=-79, 10-13=-23 this design. Concentrated Loads (Ib) %eedq-ri!!sltluegHJrnt!w13e'd i IOUs RUSSrSPRLtEP1 GEU'srit RIMS LCuh IIIG9s r7s1UM� BL7a•;!.:I(lC ,rUWEnr Im Term Mile pagdden udmloks aIsis Tim oenpt DrNgtTf,', ui 04 Adi.11. r:xfs U;, r.L Id—, %eeo isiare tst. Udess dlc+iu Odd so Ike 1UP,oer WTOrWe.mrpidessulte esdferAs Tit bbe.did. Ise Trost Mile firow(U. ST0.11t 6gluer),The suit is see TDb fepreseds u sm;UttOrnt prayissleed eg milge!S;Ie1lEllitr if lit hsip0tie smile Ti!s!!po!d isAtlW all, islu1`F1.The f!sirsns!,apts,inigiseHnxs, smidni Anthony T. Tombo 111, P.E. cJ nednslrtir.q ldldieg is lie restxsiNli¢dt4Un!etleUntistdumdv;�nik rdllitg Uesi;rxr,aNs nd!Adii lt(,5!I:;udNe bcd l>fs;td!saf R4S. legpnntdl9e rUUnd nr 1ie11 tse dfie lost;lolefiq tai7�sta;!, pnblldiu ud keGrg sS>fih!sa repsYd:htr a80083 ' nelt'lsp Un:;sl uJ Ra:'tms. Ll rsissduli@elUD nd bepiataesad;nedoss dose 4iltgoapnm Sdep bimriin{RSl; pegU4:.i pi lA ml jl[AmrdY xetfw ge.n.!peidn2 lF'�l febus3e:espeaeUtiesaed5esdiL.st Urdpw,L!ss UesGph!weeliuss e�suit^e!v,aits 4451 St. Lucie Blvd. Aer.n.ddidl;erev:ed.ps!ells.bvtlUgiyOil pines lwdsei dkst. All ddad laRll. Fort Pierce, FL 34946 Copyright 02016A-Ifoofirosses= Anthony LTornhoIll, P.E. Reprodudloo ofibs document, in any bras, is piobilshed without the wtirren permission from A-1 RODITiosses - Anthony 1. Tombo Ill, P.E. Job Truss Truss Type Qty Ply 70373 D02 Hip I 1 1 A0056897 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cdm Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries„Inc. Thu Apr 12 16:02:11 2018 Page.1 ID:bgBJJuT4J87YN WO W l j6wbczWgy4-gMMSIUcdBXfyR7laYz2VzTcuf5AQ?CnMly9_06zRQcw 6-9-0 12-7-7 19-3-12 1-6-0 6-9-0 5-10-7 6-84 4x6 = 3 . 4x6 = Dead Load Defl. =118 in 3x4 = 1.5x4 11 sxa = 1.5x4 11 3x4 = 6-9-0 5-10-7 6-8-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.25 6-11 >920 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.36 6-11 >641 360 ► BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 69 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 5 = 865/0-3-8 (min.0-1-8) 2 = 982/0-8-0 (min.0-1-8) Max Horz 2 = 93(LC 12) Max Uplift 5 = -283(LC 13) 2 = -372(LC 8) Max Grav 5 = 865(LC 1) 2 = 982(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1592/1217, 3-4=-1404/1230, 4-5=-1591 /1216 BOT CHORD 2-8=-968/1396, 7-8=-967/1404, 6-7=-967/1404,5-6=-968/1396 WEBS 3-8=0/263, 4-6=0/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 283 lb uplift at joint 5 and 372 lb uplift at joint 2. LOAD CASE(S) Standard irerdq •nexenx¢,!nrre,i¢.ts'a nooi nnsai'SnLflj, 6EW%lFC TEN llissari TIMIS Anthony T. Tornbo III, P.E. Him:0 ell; Tnss6r eq tsi 41 is Pro nsp.sMh dne O—M Nuestutot¢lF,,volorno WEST Desig¢ey®LemeVdtu ITT, 19OK edlh 1#0Wfirg rds.1Mi. Tie q)nni srlee TOD ail n.lklenerlof floss, W.6gFSSCgskrq"MvIdle osdls tirg sill to l'a¢es130i:wef =; 80083 tEtrxlftg Dx�g•.r. ed Q4-eos!.L'i oaks set¢liathTDD e¢Iia g,muesrmd}neeinss title Gllliei(tarwed Sefd!lia�¢din{tt'.f.pHtsW e!Til os116(4m.:elxs�fka geeeed g+Sare.iF:t Ee rss3er¢sgrs 5i1ies nld7�dM:Less P¢nyx.l!ess 4etYnGgiiermlregs Miulenrrx, das 4451 St. Lucie Blvd. 13srrise 1r61d1ya6t20epe[d egeeuruDri l!dlgrrtas is¢:dsei ReTnss iegpSFgieeer6ADT Ga Iada,ceslPr,xfiss5!tsa Ea7ieeerdo!gnllui., Fli�mxdhros xemdeE¢d lalFfl. Fort Pierce, FL 34946 (opyrighl(92016A-IRoofhnsses-Aothag1.Tomlin III, P.E. Reproduoionoffhisdommeni,inanyforn4isprohihitedwilbo fthe writes permissionhomA-IRoolTmsses-AnlbonyT.Tombo111,P.E. Job. Truss Truss Type Qty PIY A0056898 70373 D02G Roof Special Girder 3(optional) Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 3x4 11 6x10 = 1 2. Run: 64. 1 ZL S Ltec 11 zul i Ynni: ts."QU s Uec I I GU I / Willer, UMUbUieb, ulu. i Iw I D:bgBJJuT4J87YNWOW 1j6wbczWgy4-8YwgVgdGygno3Htm6hZkW 15-11-11 1 -6 15 23-7-14 2 - 2 4-11-10 7 4 7-0-15 7 4 5X6= 5x6 = 5.00 12 3 4 6x10 5 (V C6 AIE HI Ill 12 13 14 10 15 16 17 18 99 20 01 23 i 1b 27 28 29 306 10x10 = 3x8 11 71x10 MT20HS= 10.,4 —CLUSTER (20) WS45 SCREWS 2 ROWS @ a' O.C. 1000 $ I 16-8-15 12 16:02:12 2018 Page 1 UVcAkTSVzcuXZYzRQcv Dead Load Defl. =1/8 in Plate Offsets X,Y 3:0-3-0,0-3-0 4:0-3-0 0-2-4 , 5:0-4-12,0-2-8 6:0-6-4 0-3-6 , :0-7-0 0-6-4 9:0-3-8,0-6 4 , 10:0-5-12,0-1-8 , 11:0-5-0,0-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.16 7-9 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.23 7-9 >999 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.03 6, n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 717 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 7) This truss has been designed for a 10.0 psf bottom T3: 2x4 SP 240OF 2.0E BOT CHORD chord live load nonconcurrent with any other live BOT CHORD 2x8 SP 240OF 1.8E 11-12=-4227/9092, 12-13=-4227/9092, loads. WEBS 2x4 SP No.3 *Except* 13-14=-4227./9092, 10-14=-4227/9092, g) •This truss has been designed for a live load of W1,W8: 2x8 SP No.2 10-15=-4227/9092, 15-16=-4227/9092, 20.Opsf on the bottom chord in all areas where a W2: 2x4 SP 240OF 2.0E 16-17=-4227/9092, 17-18=-4227/9092, rectangle 3-6-0 tall by 2-0-0 wide will fit between the W4: 2x4 SP No.2, W7: 2x4 SP M 30 W6: 2x6 SP No.2 18-19=-4227/9092, 1-20=-4227/9092, 9-20=-4227/9092, 9-�1=-6549/14038, bottom chord and any other members, with BCDL = 10.Opsf. BRACING- 21-22=-6549/14038, 8-22=-6549/14038, 9) Provide mechanical connection (by others) of truss TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc 8-23=-6549/14038, 23-24=-6549/14038, 24-25=-6549/14038, �5-26=-6549/14038, to bearing plate capable of withstanding 7096 lb uplift purlins, except end verticals. 7-26=-6549/14038, 7 127=-147/282, at joint 11 and 7236 lb uplift at joint 6. 10) Hanger(s) or other connection device(s) shall be BOT CHORD 27-28=-147/282, 28- 9=-147/282, provided sufficient to support concentrated load(s) 239 Rigid ceiling directly applied or 10-0-0 oc bracing. 29-30=-147/282, 6-30=-147/282 lb down and 230 lb up at 1-10-9, 1615 lb down and WEBS WEBS lb up at 2-0-1, lb down and 275 lb up at 1 Row at midpt 1-11 2-11 =-1 5985/7488, 210=-2569/5787, -10-9, 1615 lb downn and 638 lb up at 4-0-1, 1615 lb 3-1 2-9=-4143l8601, 3-9--1189/804, down and at lb down and lb 16 REACTIONS. (lb/size) 5-7=-7448/15852, 4-=-2657/5461, 4 own a d 6 lb up at 7 5-6 up at 5 -9, 1664 lb down and 11 — 15171/0-8-0 (min. 0-4-3) 3-7=-770/948 own 313 lb down and 275 Ili up at 7-10-9, 1567 lb down own 10- 6 = 15501/0-8-0 (min. 0-4-4) and 600 lb up at 9-5-6, 428 lb down and 316 lb up at Max Horz 11 =-452(LC 6) NOTES- 1) Special connecto required to distribute bottom , 1536 lb down and 601 I, 5 at down, 544 lb 11 lb down 16 6-9 Max Uplift chord loads equally b tween all plies. down and 35- lb 3 at and down n an 398 lb up at 13-5-6, 638 lb down and 398 lb up at 13-10-9 11 =-7096(LC 4) =5) 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as fdllows: , 1569 lb down and 597 lb up at 14-5-6, 643 lb down 6 -7236(LC Max Grav Top chords connectetl as follows: 2x8 - 2 rows and 0 lb up at 15-4-9, 9979 lb down and 49 lb up 11 = 15171(LC 1) staggered at 0-9-0 oc, 2x4 -1 row at 0-7-0 oc. - - at 1510-9, 660 lb down and 380 lb up at 174-9, 637 6 = 15501(LC 1) Bottom chords connected as follows: 2x8 - 4 rows lb down and 311 lb up at 19-4-9, and 637 lb down and staggered at 0-4-0 oc. 298 lb up at 21-4-9, and 632 lb down and 291 lb up at FORCES. (lb) � Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 234-9 on bottom chord. The design/selection of such Max. Comp./Max. Ten. - All forces 250 (lb) or less except 2x6 - 2 rows staggered at 0-9-0 oc. connection device(s) is the responsibility of others. when shown. 3) All loads are considered equally applied to all plies, TOP CHORD except if noted as front (F) or back (B) face in the LOAD CASE(S) 2-3=-14015/6669, 3-4=-14527/6957, 4-5=-15294/7225, 5-6=-14070/6640 LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or Standard BOT CHORD (B), unless otherwise lindicated. 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 11-12=-4227/9092, 12-13=-4227/9092, 4) Wind: ASCE 7-10; ult=170mph (3-second gust) I=5.Opsf, Uniform Loads (plf) 13-14=-4227/9092, 10-14=-4227/9092, Vasd=132mph; TCD BCDL=5.Opsf; h=20ft; Vert: 1-4=-70, 4-5=-70, 6-11=-20 10-15=-4227/9092, 15-16=-4227/9092, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); � Concentrated Loads (lb) 16-17=-4227/9092, 17-18=-4227/9092, cantilever left and right exposed ; end vertical left Vert: 10=-1615(B) 7=-9979(B) 12=-1854(F=-239, 18-19=-4227/9092, 19-20=-4227/9092, exposed; Lumber DO =1.60 plate grip DOL=1.60 B=-1615) 14=-1928(F=-313, 6=-1615) 15=-313(F) 9-20=-4227/9092, 9-21=-6549/14038, 5) Provide adequate drainage to prevent water 16=-1664(B) 17=-313(F) 19=-1519(B) 20=-428(F) 21-22=-6549/14038, 8-22=-6549/14038, ponding. I 21=-1520(B) 22=-544(F) 23=-1520(B) 24=-638(F) 8-23=-6549/14038, 23-24=-6549/14038, 6) All plates are MT20 plates unless otherwise 25=-1520(B) 26=-643(F) 27=-639(F) 28=-637(F) 24-25=-6549/14038, 25-26=-6549/14038, indicated. 29=-637(F) 30=-632(F) 7-26=-6549/14038, 7-27=-147l282, trer6el"plessti-1tlyevowf'x'S-I 13CF IKMES1SEEEE171. GREW TENb(DTCTIIBIS (DSiDN('R1];i(AAD7Tf&;NEAi ten Tetll hop pumefen eW reWodesaldsLess Dei:ctisavey(TEwj arl lts AlHurl. TealaD rErderzaze Rest h`e;ene. lidessuftmiu dd?lsoHel➢D,w!p dlieicevrt<:n�raesslilihesedUrtlxTlD la Se Is.Tr.. Desl;v EFplc2es(i.e,SpEAFII(EIQ R?I),lt?S!deteaJ TDD IeFRIP[tf FGIXikI:;O:edlfepral1ttS5lid FeysF::la[?:S/aeGlilQry:•at IK'pti14s'epeinss d?gidel FotlaNDalt. W?0M.Nfas+ra Anthony T. Tornbo III, P.E. Wi"O4isLu4r"l,dfdiu lsth reslwiiitih dl:e9n?cth OntisFdWrizadFy gas Is, ldldi"- Dnilttyo Fz owed d tit K'ntIN"like TO WO-1i.1 Irk 11,tTrnl4td th EDD"d OMtRl adta?Tnts,I .&1 eadiiq.stopf, E.UnilE""d W,t 3kiatas�a mspa0l.¢d z80083 ' ne PaLslDFs�t ud(tC-Fds�.7J'"`es sawisthTDD"etEepiAios�Tlnddnesdne tdldieiivalevotSdery lal•nFnn;B[Sf, pTDst:Wlp i?I Had Si.[Anerelr mW4r levrratz�Ami>_RFI EFSxsRa eipea;anes "Ad!ind�al!Fss Deilgver,T:assJei'la Enli"ttwiioss MFadrth!:r; x'ess v]ttai"Idivt{Iyoati:cU FgeW alvFurdnll lr dti"I es issdsei ReToncIp Eopmees is ACT th lmb;E Culper, trTressl ea Eal ,,of. my I �19al. Alitq )?rtroi Hess ddmel iolPl1. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 CU (oplrighl2016A-IRoofirusses- Anthony 1.TomboIII, P.E. Reprodunionofthis dotumerd,inany form, isprohibited withcutffewritten permission from A -I Roof Trusses-AnthonyLTomb111,P.E. Job Truss Truss Type Qty Ply 70373 D03 Hip A0056899 Job Reference (optional) -• • •--- • • w, , ut r- ov- , cu s uec 1 i zu t t rnn[ a. izu s uec i i zui i mi i eK inoustnes, inc. I hu Apr 12 16:02:13 2018 Pagel 1-6-0 6-3-10 ID:bgBJJuT4J87YN WO W1j6wbczWgy4-clUCj9euj8vfgRSzgO4z2uiGfvnBT3WfCGe55?zR,Qcu I -8 4 ,10-7-7, 13-0-14 19-3-12 3x4 = 3x6 11 3x4 = 4 5 6 Dead Load Deft. = 3/16 in 3x4 = 1 5x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) 0.16 9-12 >999 360 TCDL 15.0 Lumber DOL 1.25 1 BC 0.96 Vert(CT) -0.36 9-15 >637 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.04 8 n/a n/a 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 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 8 = 86510-3-8 (min. 0-1-8) 2 = 982/0-8-0 (min. 0-1-8) Max Horz 2 = 111(LC 12) Max Uplift 8 = -306(LC 13) 2 = -368(LC 12) Max Grav 8 = 865(LC 1) 2 = 982(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1573/1308,3-4=-1246/1067, 4-5=-1099/1002, 5-6=-1099/1002, 6-7=-1246/1068, 7-8=-1577/1315 BOT CHORD 2-9=-1067/1407, 8-9=-1076/1412 WEBS 5-9=-600/737, 7-9=-412/531, 3-9=404/519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5:Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and 6ght exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loaIs. 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 306 lb uplift at joint 8 and 368 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 79 lb FT = 10% 0 8E!dq fhae fit-ngHp-!itrlhe'4-I 13C(11:MrsIt!(Yl,6rA:eli IEWSE(?F i718AS (DST,7N{"ELiH j:.CCEC7 DitdFXi'SNP tNdp dtsipioeaden gad(taf Ides 9E I'sST!ESS Des'gaDfreiySifw; rri Ne AttgmpT.IEsS3D E.L EddtntR?eS!s.`an ne, Udnsaw.'Ist I'll,ati'TDD,say Y1Teemcemtp!essstditr. osettub IDDts Seoot.AstTr-s Desigt hylrxerjie,Saeolip 6p-ti;,tle ssduuplDOsepresedf F6[IQ37a.tdllegfd?SflltdtrxtE.•(1t2 reSpatflgallpit ttl eKgetdfClf�¢jETftSSdSgiO!E16fItTDDadf,9aEtfTtid. rahsianst.;I— llrl,estoinni,fr aney ' Anthony T. Tornbo ill P.E. ed so digs Tzstf-tyNIC.1 is thRapasitui¢ON anN,thO-es oluewdgw K[it ed�11m Oesign! fi -ad d(u irwit?rX ad fit had Wfz gi W, at MI. As ar old lit 111411 n.fidd to dfieinssJ,,hdrjk.15ysvrsp,itshlldin®dlrlug shAll, fu rnpaG9d:nd - a80083 O3E.tagats�g^e rriWW:rdr..A"aks sales o 9an ttaTOOit Imm"smdguWosdih lrildeg(9aryeed S*J li9!,ttn-lor)j gdlisl bI TA Old SEU-tsdnest9:n gae-S Fidntt-7PFI k5-slt-sgErs g3ties-d61.dleNss Oedge-,Lis, Ompboa:nwl Ras 6' After, a'ess 4451 St. Lucie Blvd. ItErrite Iarilpa(t4•� ag,ad--i1 vtiliq Ep dl gM�ts Ind-d. TaeT-ss Cislp� (eguelt is dOi tuE.A'd�g CEs[gan,rtTnss Spshx ragie-r dmpuil5xg. All tq,.;rtd krn-ta ddsed faTPFI. (optrighl02016A-1 Roof husses-AalhonyT.flambe III, P.E. Reproduttionalibisdommeni,inanyform,ispsobilthedwithoutthewrittenpermissionhemA-IRaaffrusses-AntbonyI.Tanabelit,P.E. Fort Pierce, FL 34946 a Jobe Truss Truss Type Qty Ply A0056900 70373 D04 Common 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:13 2018 Page 1 ID:bgBJJuT4J87YN WOW 1 j6wbczWgy4-clUCj9euj8vfgRSzgO4z2uiHivnAT3BfCGe55?zRQcu 1-6-0 6-5-8 9-8-4 12-11-0 19-3 12 1-6-0 6-5-8 3-2-12 3-2-12 6-4-12 40 = Dead Load Defl. = 3/16 in 4 5.00 F12 1.Sx4 �� 1.5x4 ,i 3 5 . I 1 6 2 r m to e e e e 7 3x4 = 5x8 = 3x4 = • 9-8-4 19-3-12 9-8-4 9-7-8 Plate Offsets (X Y)— [2:0-0-10 Edgej [7:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.15 7-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL -1.25 BC 0.96 Vert(CT) -0.35 7-13 >660 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 80 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 3) This truss has bee{ designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load none. current with any other live WEBS 2x4 SP No.3 loads. II BRACING- 4) This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 3-8-8 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and an$r other members. BOT CHORD 5) Provide mechanical connection (by others) of truss Rigid ceiling directly applied or 2-2-0 oc bracing. to bearing plate capable of withstanding 315 lb uplift at MiTek recommends that Stabilizers and required joint 6 and 377 lb uplift at joint 2. cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. LOAD CASE(S) REACTIONS. (lb/size) Standard 6 = 865/0-3-8 (min.0-1-8) 2 = 982/0-8-0 (min.0-1-8) Max Horz 2 = 119(LC 12) Max Uplift 6 =-315(LC 13) 2 =-377(LC 12) Max Grav 6 = 865(LC 1) 2 = 982(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1580/1332,3-4=-1231/1070, 4-5=-1232/1071, 5-6=-1584/1339 BOT CHORD 2-7=-1090/1416, 6-7=-1100/1421 WEBS 4-7=-657f789, 5-7=-451/578, 3-7=445/566 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed,; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Wcdy natefls,ay'lrrnfixta'A-I I50FI15SEIrSf8Stp 6pK:1lofl{!S8[OP-dilOKSfifIONi CLY1;ltKKOk1cSYEl�T'INs TerAp ledp!{uladlrs gad secdedxnsas iuss Des. Urniy(R4; lrl ltmlAwsLTlxe>0„H.W.W4nlk"Nent Odl:lwelnli:l slerl.nlmo,y NJTlktammr{:lYssKsOSr nelfird2100 teunhL dseTrns Desi{v hglrzN(U.SpIjOi9rimej.It! uduaplDD upesertsaNRpa�dlfiprdn,iudey�t: yaspusl ftorb,16ot!IN s4eTrlssd!prJ.,At TM Wt..,aOM. Trx a:xpamvnruc.l!lt:lg<llanxl.swlnup Anthony T. Tombo lll, P.E. ¢daed+hhimsh'ay Who is th respm.111tp dlk 0-1,1a11—sa�la!ild aged r Athsildiy 0esilar, mN stairs d lu IK,As&ad thud bid" talMI. lie q; ItfAt100enialliNs.06sTnst,W,&jhn&;mgi, isshlllfiu ad kith std;'e AfacpwsAtt if a80083 ' dehrfmp0lstguiWal.4ast. Allis ossstMlODlstsnps�iaswlpvih9ir-sdtK:tnlGydcepsumSdnplaSactln(t(SI;p,MitGdhyPlIASTUnrrdlslalft,lsutdMAaalptIkIMi3eRtptlflS nlf6ddt5d1ei:oiSPtdpIN,TSISS'!S'p]Eeg�!N(9dTRSShcide^e:lr,R`fSi Th NsWip Eyilen KGi Ce pAim) call,", apellrWlq Al ddmd 101-1. 4451 St. Lurie Blvd. l3esNu p[{nsllpa4ieG l7self a>.!i!arltiyFell plrt:ls ll,t?sef is ninusps::m ... gilattlem rem Fort Pierce, FL 34946 (opplighl02016A-IRoalimsses-Anthonyl.Tombs; 111,P.f. Repteduuionoflbisdocumenp,inaoyform,ispsabibitedwithapit The w6lienpermissionfrom A-]Rooffrusses-Anshaal,Llombo111,P.F. Job Truss Truss Type Qty Ply 70373 D05 Hallf Hip 1 1 A0056901 Job Reference (optional) ..1 t.Or' l n isses, rust rIVIUe, rt_ . ZFI+0, ues!gnLa!truss.com Run: 84.i20 s uec 11 zu1 i Nnnt: 8.12(I s Dec 11 2017 MiTek Industries, Inc- Thu Apr 1216:02:14 2018 Page 1 ID:bgBJJuT4J87YN WOW ij6wbczWgy4-4x2awVfWUS 1 W Ibl9E6cCb5EOA171 CQxoRwNedRzRQct -1-6-0 6-0-13 9-3-1 19-3-12 1 6-0 6-0-1-3 3-2 4 10 0 10 6x8 = OW goad Defl. = 3/16 in 3x4 = 3x4 = '^ — 6x6 = ! 9-3-1 10-0-10 + Plate Offsets (X,Y)— 12:0-0-14,Edgel [4:0-2-0,0-4-0] [5:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.85 Vert(LL) -0.22 6-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.45 6-8 >515 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 i Matrix -MS Weight: 101 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 976/0-8-0 (min.0-1-8) 6 = 858/0-3-8 (min.0-1-8) Max Horz 2 = 256(LC 12) Max Uplift 2 =-357(LC 12) 6 =-357(LC 9) Max Grav 2 = 976(LC 1) 6 = 858(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1578/1182, 3=4=-12681948, 5-6=-348/380 BOT CHORD 2-8=-1312/1415, 7-8=-938/1148, 6-7=-938/1148 WEBS 3-8=-374/469, 4-8=-182/548, 4-6=-1159/959 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl.,.GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 357 lb uplift at joint 2 and 357 lb uplift at joint 6. LOAD CASE(S) Standard trf!dfp•r�Hi!nnlndfrHllNlh rlrDDr gri (g(((ufD(�(ri(1(rHi$(DK.�IDrf (dgjJ((Centlj=Q�ID(I iNTDr tlrA.TttdoplinlmnIred'inS.ImsI flfgH!gt gITYIAg IrrDJ V(I(1JfnN]T, TLRtem,r.(.rdtleAf �gMl A`•'l He. Dde51 FnWlit SMdnn!nID, 4APf kiTfgunfatign'essSLE's nil lane TDDmhetdd- AstrrHi Deslphgiurt(I.e,Sgenllly hglrelri,ni ad tiny TOD ledsurs¢pa;edf4pra'Hsbldee;xsleg HspnnmDy�:IgedHl.,dne swrlfmssaraaP(Iene mo ndt,.duT?Et ILM.Pain.pm.I'd q dam, sda'Dl Anthony T. Tornbo III, P.E. rAnedr4m rms5rnyldlrngmlke resplsiWWrdl40wfir.Dx Dwui se;asiildf;ral lLlk{eldlg DHiger,mlkrxmndnt lt(,�ilK ndne bsdgaSignll Lsd rttl. As gTnlddike TOD of on hill of dntTrus.fadedw emds-, nMm inuffetin edklori slii!a Ds nepasililsyd ' a 80083 nftifagDn1m vino nA. A'uSfSllodmntNDfitneplaaiuSmdpl!!IntsltlSlplldfp(o¢jcmedSdPryla'amtlin{t(SI;pNiihed6)r7luadN(Aferdveced!epemlpidmsz.RFrhfinsn:rfspni4:fAiesnfdDsd3eTleuoe:Ipn.In iDPi�prapHHmdrnsspa,dfarerfe!esi 4451 St. Lucie Blvd. fnet'die ddudlyo(Innd i7ed.p. a wool ty dlgiats Itooid lbelnss Won Falint, is DDtlke rdd2g DHlpruTnis Sy4i;t himi dray ndAq ulequdutdier©sinasddWIMIL Fort Pierce, FL 34946 (oprrightC42D16A-lfoofTsasses-AnlhonyT.TomhoIII, V.I. BeprodoEfland(hisdomment,inany him, isplohibAedwithaufAewrineapermissionhomA-Itaoffasses-AnthonyT.Tombolll,p.E. Job!' Truss Truss Type City Ply A0056902 70373 D06 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com fJ 2 4x4 = Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:14 2018 Page 1 ID:baBJJuT4J87YNWOWl i6wbczWgv4-4x2awVfWUS1 WIbl9E6cCb5EQ81DmCT4oRwNedRzRQct 5.00 F12 1.5x4 3 IZ 4x8 = 4 8 7 3x4 = 3x4 = 11-3-1 1 a-3. 11-3-1 8-0- Plate Offsets (X Y)— [2:0-1-10 Edge] [4:0-5-4 0-2-0] [S:Edge 0-1-81 WADING(psf) TCLL 20.0 SPACING- 2-M Plate Grip DOL 1.25 CSI. TC 0.72 DEFL. in Vert(LL) -0.27 (loc) 8-11 I/defl >855 Ud 360 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT), -0.61 8-11 >375 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 `Except- B2: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-14 oc bracing. WEBS 1 Row at micipt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 858/0-3-8 (min.0-1-8) 2 = 976/0-8-0 (min. 0-1-8) Max Horz 2 = 309(LC 12) Max Uplift 6 = 350(LC 9) 2 =-366(LC 12) Max Grav 6 = 858(LC 1) 2 = 976(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-147311093, 3-4=-10511763, 5-6=-275/300 BOT CHORD 2-8=-1295/1314, 7-8=-780/924, 6-7=-780/924 WEBS 3-8=-505/632, 4-8=-269/600, 4-6=-1031/867 NOTES- 1) Wind: ASCE 7-10 Vasd=132mph; TCD Cat. II; Exp C; Encl., and C-C Exterior(2) : exposed; end vertic and forces & MWFR DOL=1.60 plate grip 2) Provide adequate ponding: 3) This truss has bee chord live load nono loads. 4) ` This truss has b, 20.Opsf on the bottol rectangle 3-6-0 tall t: bottom chord and ar 5) Provide mechanic to bearing plate caps joint 6 and 366 lb up LOAD CASE(S) Standard /ult=170mph (3-second gust) =S.Opsf; BCDL=S.Opsf; h=20ft; ICpi=0:18; MWFRS (envelope) ine; cantilever left and right left exposed;C-C for members for reactions shown; Lumber OL=1.60 rainage to prevent water designed for a 10.0 psf bottom current with any other live en designed for a live load of 1 chord in all areas where a 12-0-0 wide will fit between the / other members. al connection (by others) of truss ble of withstanding 350 lb uplift at ft at joint 2. 3x4 = Dead Load Defl. = 5/16 In 5 6x6 = PLATES GRIP MT20 244/190 Weight: 95 lb FT = 10% 6's:64-ne6e tlutyNrtelhe tke'AI too! nDSSfii stun 61191( nrNS A (D1n1@1S (DSTDNj rnn) ECrrD'd� SYENi' Iwr My deep rceaden M rrsA esles p Itis 1—D'.'p 7-q jrD7 e! IM 16.rl.I.Ir CI, 111d.—SiWihn!st. Ddms VWwst 00A tetltlDD'%a NQseus,", 10ssld1ttn,dr!(e IN 1,k,d,L As, R., Dalp 6pary.e,$me111Uu.,3ssdnmylODnpe:eds6 uapxa sine yroL•616dey'eteq'J'1q.w1dffy':e; Im en PERU sapbn d!r3d wit TDD adr, midlrFl.Tie dK;+nssvpiep.lecertpas9nx!, 1!I41D7 Anthony T. Tombo III, P.E. ci eseds sl9tsra oer linitr It lkeregn!ililihdfie!hsr.lte Oraise�;ari:d ,red e: Ike tdliieo Duiln!,m Da ndsdd(a1C,5eq(ml Nibrd hA:fxgsde u:d (741. ile ypme'eltk lDD usl6rtkn6e dA!Tnst. ude6u Ead:'eg.sh!ye.ItsbDstin etd ksvetg s5di4!a re!r d a 80083 ' IM Rd:feg06gae!ed C[motem!. A!!uks sdce!eWOO t>fl'nrWiescolpfts IN! I.Riy(omp.s seft!y tmtliappisldif rn ail nq nut b'dedhsF—Ipitma. IN A41eAere1"!b1Din W4en V1016s Nsipeehns Deilr+rnpae 1 1..Yiads!'¢rer,w!es! 4451 St. Lucie Blvd. t3rHu ldisd lyeudrm sped ednuvr0igiy dllM 6le!:iseL IMP% NiV Ititew is SOT b WhIces!pr, 6Trs!sSrfe{KSf,o TquterdaT sentiq Nl gtdadkrus nem dd dIM11. Fort Pierce, FL 34946 (opyright(fi2D16A-I leaf Tiusses-AnthonyT.TomboIII, P.L Reproduction ofthisdocument, inanyform,ispohihBedwithugthe wrineepermissionfrom A-IRootTmsses-Anthonyl.Temholll,P.E. Job Truss Truss Type Qty Ply 70373 D07 Half Hip 1 1 A0056903 Job Reference (optional) M! �uur r russcs, rors rierce, rl 34a4o, aesignLanruss.com Kurt: t54.12U s Dec 11 2U17 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:15 2018 Page 1 5.00 12 4x8 = 5 2x4 11 Dead Load Defl. = 3/16 in 6 3x4 = 1.5x4 II 3x4 = sx4 = 6x6 = 19-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.20 10-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.28 10-13 >818 360 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 102 Ib FT = 10% LUMBER- TOPICHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 858/0-3-8 (min.0-1-8) 2 = 976/0-8-0 (min.0-1-8) Max Horz 2 = 358(LC 12) NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 7 and 368 lb uplift at joint 2. Max Uplift 7 =-340(LC 9) 2 =-368(LC 12) LOAD CASE(S) Max Grav Standard' 7 = 858(LC 1) 2 = 976(LC 1) FORCES. (lb) Max: Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1515/1007, 3-4=-781/533, 4-5=-762/552 BOT CHORD 2-1 0=-1 277/1319, 9-1 0=-1 277/1319, 8-9=-591/653, 7-8=-591/653 WEBS 3-10=-1/304, 3-9=-809/818, 5-9=-346/541, 5-7=-870/789 6wm!g�Ti!¢gnwttTFTrre!Itrt�•aa tocFnn�s�unnls(e.utntusa(arDinD�(utox�mrlAnS[{1[711(Ii�I¢fG Tk'IF(L!Vrlfae]JtiS lit!M.A¢ile!pil3Tte33 Dlf!pD!!vl'agl@G; It�1E!A!t1H7T.T�Ii D1,rEtdYlT.eflwlfi!Tpe. O1I!!!LnH�li!!f¢i!t lGnllDD,q'p f9iekmpe:Lrt!¢45 sddita¢sed6rtlrc nDisee sdiL A!¢i!xs Deli¢hpgw{re.s7en¢nTF¢pq!r;.tsa!InprnD gpese¢ttpwrt'p;edns inL•sslnd er;'x!!;I!g respswnlaytorlp ers,cnrJtee smpleTnrs ted!n!t¢en!TDDaerT, sa9w iPFt.Ttxaes!pasvopu!s,mctzga!dm¢!,s�nnnr< Anthony T. Tornbo III, P.E. Cd 1Jl II!!!T(fifth'¢¢JINI(I!¢iin!R!T01!ItIrA!Ii1`.l Oa1lf,neD�!3!1!i'fi3'REd!jd�LIS!ttiN!iDlSlgkY!,9Md!!thll llnl lPEn.u,yin!Wk,o!(xgnt!dMI.n!gP,.!dnttDDWp!atle!sl ffne Tg55.Il:If�Ige�F�.f9!¢tF,Whlldl!B gtegC3t!e�iil l�yfe!WY4 !1JII w80083 ' rawft;;s"!vanS ow. soNuts setmtafloNIli Iat!odnesadrisI.sdneenhof(¢etpmmostseUneM.!c[vs!p¢nitp;dsea, 4451 St. Lucie Blvd. sneMse/sD!rdlTo(e9t¢d¢perd tq¢is wrm!g stdliwr!s 1pd!ei neTnss Desip E¢gi!pric NDT Cx 6,i�kst Deslgaer, srTnst Sfs!en(¢gi!:erdmTStiltia0. 9!egitdaedUrms wens ddaelhnll. Fort Pierce, FL 34946 Coptrighl02016A-IRoof Tmsses-AnihanyT.TomhoIII, P.t. Reproduction ofihisdocument, inanyform,ispsobihBedwithout ihewrittenpermission from A-IAaolhosses-AnthanyT.Tombo111,P.t. Job+ Truss Truss Type Qty Ply A0056904 70373 D08 Half Hip 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 2 3x4 = Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:15 2018 Page 1 ID:bgBJJuT4J87YNWOW 1j6wbczWgy4-Y7cz8rf8Fl9NwkcLnp7R8JndRiVGxq?yga7BAtzRQcs 15-3-1 19-3-12 I 7-3-10 4-0-10 1.5x4 \N 3 li 5.00 12 4x6 = 1.5x4 11 Dead Load Defl. =1/4 in 5 __ 6 8 12 13 5x6 = 6x6 = LQADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.28 7-8 >832 360 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.43 7-8 >529 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP'V 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-5 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 976/0-8-0 (min.0-1-8) 7 = 858/0-3-8 (min. 0-1-8) Max Horz 2 = 408(LC 12) Max Uplift 2 =-364(LC 12) 7 =-360(LC 12) Max Grav 2 = 976(LC 1) 7 = 858(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1488/985, 3-4=-1212/847, 4-5=-1096/874 BOT CHORD - 2-8=-1348/1323, 8-12=-434/421, 12-13=434/421, 7-13=434/421 WEBS 3-8=-576/795, 5-8=-763/933, 5-7=-790/836 NOTES- 1) Wind: ASCE 7-10;1 Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) jone; cantilever left and right exposed,; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 2 and 360 lb uplift at joint 7. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 99 lb FT = 10% 6cdey Iknetlueg9!ndevI '1d IaCraaSS3�AEIEI'j 6ra:12ETEa1S 6IMAlMIx¢.le;Ay Anilnpdradmcal!xs odes ntlislinss 0ei:ll.ig(TIM,W Re lAuyT.Teal)Gi,1.LldesntSimi iefee mt. adess dhnin ddefmA0Ta0,s7't YiieimeemrpEessfillFnselfisl&Taabhe!dii. Aseirns Desi}e Eepn[rjl.e,�xidlp 6rAsev;.oetdnul100 npruedtnunp�ndMjnfnsind eq!ee),nsrzgnsiNley'o!He les:polle szyemss aepael eetletDD adr, rdert(Ft.Ret'Si�nseapue;.l)r[ea mdnns. sdtanup Anthony T. Tombo lll, P.E. d esedtdsL ss3r)q 1plluy isynrespxsiblmdMs Oancke0misra.•iedeer l)e ldlei)1 Uesipn5eseehdd(a 13(,sale(adtle ln,dls:lia ce7e ecA lY.l. ile a}pn!sidlb i0a nlnn,Ae!i)ndtia inns.ad)6esks!`9uryt.l)stdleAle odlnta siiiMNa re!I�i3:!hd r80083 ' NuM'[eales5:zierlQa:nct) t w:e)setwl�s!&TUDrzllisp¢tlhes®ip.iiefnesdibbildig(eeyasnSdsryl»msnn',ttlflellisledlyliloieSl(Amnf nxe9tsyeenolpailnelF�ItsYu;lemram!s:f;mseoat. esdnettessoesipx,ties;yesraEopae!rwarn;sunaae: ne,n,se 4451 St. Lucie Blvd. e'!eiefse ldind llo6S'W apes-0nrsnaaAiq lr dl pn!n lndses. Tleinss Cedahl nerlsaCl C.e 6zAsytntlaer,rtl•nsSrs'exialneerteoy6ailLy. Bi gadned#:mneos ddaei laiPl 1. Fort Pierce, FL 34946 (opiTiab102016A-1Roof hisses-AntbooyT.TombaIII, P.E. Reprndudianofibis dommenl,innnyform,isprohihitedwitheythe wridenpermission hens AARoa(Trusses-AuthonyT.Tombu1ll,P,E. Job Truss Truss Type city Ply 70373 D09 Half Hip 1 1 A0056905 Job Reference (optional) nr rcuu, pusses, ruprrers:e, rs- xayo, aesryn(gasouss.com Kun: ts4.lzu s uec "i t zul r rnnt: ts.izu s uec l l ZUl r MI I eK 8-3-4 5.00 12 4x4 = 3x4 = S 6 3x4 = 3x6 11 3x4 = 4x4 = 6x6 = Inc. Thu Apr 12 16:02:16 2018 Page.1 Dead Load Dell. = 1/16 in 2-11-14 2-11-14 , ' 10-1-8 7-1-10 19-3-12 9-24 Plate Offsets (X,Y)— [2:0-0-6,Edge], [4:0-5-0,0-3-0), [5:0-2-0,0-2-11), [6:Edge,0-1-8) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.98 Vert(LL) -0.10 7-8 >999 360 MT20 2441190 K TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.19 7-8 >999 360 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 i Matrix -MS Weight: 106 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. WEBS 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 716/0-3-8 (min. 0-1-8) 2 = 209/0-8-0 (min.0-1-8) 10 = 90810-11-5 (min.0-1-8) Max Horz 2 = 457(LC 12) Max Uplift 7 =-342(LC 12) NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pounding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 7, 100 lb uplift at joint 2 and 464 lb uplift at joint 10. 2 = -100(LC 8) 10 = -464(LC 12) Max Grav LOAD CASE(S) 7 = 716(LC 1) Standard 2 = 209(LC 1) 10 = 908(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-448/89, 3-4=-885/363, 6-7=-224/284 BOT CHORD 2-10=-280/188, 9-10=-280/188, 8-9=-280/188, 7-8=-728/717 WEBS 3-10=-803/1004, 3-8=-450/568, 4-8=0/289, 4-7=-807/816 tGarw4-11o'Se8s..19yrer1EwWA1100f INSSB('S1(((r1. 61134 Tim 9(NOTO0a"S(IISIDK iWls')R(N50tit(w!t(r. Inne ieifr 7etlgsgaoaeSEnrdred r!f>smHislsess JespLaviySfCU ErJ IM dEtlupLTrrl�Oi,lf.(desExe 4eei E!brze!s. Odess ctka+isE Ctlei EoHe 100,u1g wrEtueumgxee>sal, esdnrml0otakE,ll!eTmroegehge p.e,6 amg6de„ !L•IlretlgTOrErRletll6 ¢gWxilBE(rBi SfeeClegDE!EgIgH,IIIa(i 1e1!p<i fS:GeT•!SI!glndeenemosdt,rear?stnst gx!EngnEe.oa:Egurdnn snEmrg , Anthony T.TomboIII, P.E. dEsetltis TsssS•Eegldl(ngis 1p resgxsitilihd;.e0.aeetle0raisr9S�zdenSletdllry 0ngcer,a BenNndsa!I1Cb!;;adflehm�ta'FrlEde mi rf.L 71eg1nsddite lDO wl n!fide neAtl!Tnst.®dE6akJ'.s9:ge.IMEtidue wetnex3 sail'Nl�resp:sza'fid :. 80083 Iq Lnfagaesig'a!rd QCEnE•.LOUIESSol X ift'Oo evlrmgatlmS®lpiiet!esllhloi(ig(aaymetl Sd!ryf»astlite;t(N pNisW 6y TA and Stu mrd!Ee;!EsSr germlynAne WI W.S.1!ttsIM.Was eSdaa fDEnpflagFe Mlms perAos OaeroolTas t!e! Wft, nkss 4451 St. Lucie Blvd. Etb^eise ldieEl lgoGLren eg,eEdrg•EnvsniE(ir dlgm;Es irntdsei TSeTress kumf mu IS NOT no eailag^resIS.,"TRSS Ssstea Eagiseertlmrs'd6g. Alisgedaeixroz erem detsel is 1111' Fort Pierce, FL 34946 Copyrighl02016A-1footTrusses - Anthony LTombolll,p.E. Reprobation of this dowureffl, in any funi, is probibiIed About the written permission from A-1 Rooffrusses - Anthonsyl. Tombo III, F.I. Jobs Truss Truss Type Qty Ply A0056906 70373 D10 Half Hip 1 1 Job Reference (optional) Al rcoor i russes, rout rierce, rc swavo, uesryri%_vd ILI ubb.Wre1 -r. — 2 o� 1 4x4 1.5x4 \\ 4 3 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:16 2018 Page 1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-OK9LLBgm?3HEXuAYLWeggWJje6phgLr5u EsIiKzRQcr -11-4 19-0-15 1 22-5-0 4x10 = 1.5x4 11 5.00 12 6 7 3x4 5 LJ 11 15 10 16 y 8 31L4 = 4x6 = 4x4 = 6x6 = 3x8 = Dead Load Defl. = 3/16 in LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) 0.65 11-14 >411 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.56 11-14 >478 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) -0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 133 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except` B1: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS1 Row at midpt 7-8, 5-11, 5-9, 6-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 998/0-8-0 (min. 0-1-8) 2 = 111510-8-0 (min.0-1-8) Max Horz 2 = 502(LC 12) Max Uplift 8 =-815(LC 8) 2 =-751(LC 8) Max Grav 8 = 998(LC 1) 2 = 1115(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1889/3098,3-4=-1542/2785, 4-5=-1394/2806, 5-6=-473/699 BOT CHORD 2-11=-3495/1698, 11-15=-2103/1032, 15-16=-2103/1032,10-16=-2103/1032, 9-10=-2103/1032, 8-9=-778/365 WEBS 3-11=-484(174,5-11=-1682/675, 5-9=-898/1793, 6-9=-1815/736, 6-8=-980/2095 NOTES- 1) Wind: ASCE 7-10 Vasd=132mph; TCD Cat. II; Exp C; Encl., and C-C Exterior(2) : exposed; end vertic exposed;C-C for mei reactions shown; Lui DOL=1.60 2) Provide adequate ponding. 3) This truss has be( chord live load nonce loads. 4) ' This truss has bl 20.Opsf on the bottoi rectangle 3-6-0 tall h bottom chord and ar 10.Opsf. 5) Provide mechanic to bearing plate cap, joint 8 and 751 lb up LOAD CASE(S) Standard Vult=170mph (3-second gust) =5.Opsf; BCDL=5.Opsf-, h=20ft; 3Cpi=0.18; MWFRS (envelope) one; cantilever left and right I left exposed; porch left fibers and forces & MWFRS for Iber DOL=1.60 plate grip to prevent water designed for a 10.0 psf bottom current with any other live !n designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members, with BCDL = I connection (by others) of truss lee of withstanding 815 lb uplift at 1 at joint 2. IstakI' rletseauattlyrerhrte'1-I130E TIMESjiEtta'�GrA:t2lffWSd(OXfill[SSfJtTuNt 6h7]'IICNMLG:E3nNENi'Irr�. rerifi ieslp to(a.JEn mAre,9 netsnlAicTens Detip DnwiylRG; ed rh lelurl. Taloo,r.E ldereaE Sle9EkSre ne. Udessgkenite stdel tntlt1011' i Attract :n'I'0ssedlh.aIItrftT3DI,koGLAs, T—Daip[[year(Le.57e;itXr&tlue;;,A!s•tlnurIDDEeFresetlshttvp�;eEfllerE,tfetslndeueEsitgregnulimtbttlEles!radlleGetielnssdaE!mhmtrDDall,Urdutlfl.ikiEs'pa>ssmpiEes.Du:Egnttnxs.smcsurt Anthony T.TomboIII, P.E. cd nedrtit r�stSr ur lnlGtg itte«spt!idli7dCeflaisntk Owuis cd:�mt! �>W true 101CIT Dinar, a Name IT he llt,ds lK alaeDrdFnYilufted MI. =80083 ' Iktr.;ea3hsr—dCcYMr.Varisel"IwtaTDDWIarrmms®lPil:Dtestne:enlentoop!tseer aSm9iu{661spNicW4Tnatisl(A."d-1!.ptalpt—MiG4.0t..;mAJoIsaltrasrlAnsk9ratlasshiffeatarMimic „mova.Euss 4451 St. Lucie Blvd. Eat.elfiekllabamesEltNta mmsllydlrora xtElnernsseed�ErriturlreClsxraaarCnyae,trimssyden6ruEErrmla.vsr.lncq:Mafle�temadadE>Tltl. Fort Pierce, FL 34946 (opyritht(J2016A-]Roelbusses- Anthony I. Tombo Ill, P.E. Reproduction ofthis document, in any form, is probibited withcutthe written permission from A-] Roo[Trusses - Anthony I. Tomb III,ps. Job Truss Truss Type Qty Ply 70373 1311 Half Hip 1 1 A0056907 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1tmss.com Run: 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:17 2018 Pagel ID:bgBJJuT4J87YN WOW ij6wbczWgy4-U WAZXhOmNP5921kvE9vDksugWCaPnXF7ucl EmzRQcq 12 15-6-1 21-0-15 22-5-0 1-6 0 7-9-12 7-8-5 5-6-14 1-4 3x4 = 3x4 = rnnlio 3x6 = 1.5x4 II 5x10 = 6x6 = Dead Load Defl. =1/8 in 7-9-12 6-5-7 8-1-12 - Plate Offsets (X,Y)— [4:0-2-0,Edgel, [6:0-2-0,0-2-11), [7:Edge,0-1-81, [9:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.43 10-13 >624 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.3710-13 >724 360 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) -0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 124 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* 131: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing. directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 5-8, 3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 8 = 998/0-8-0 (min. 0-1-8) 2 = 1115/0-8-0 (min. 0-1-8) Max Horz 2 = 551(LC 12) Max Uplift 8 = -800(LC 8) 2 = -734(LC 8) Max Grav 8 = 998(LC 1) 2 = 1115(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1900/3091, 3-4=-999/1482, 4-5=-894/1508, 7-8=-195/255 BOT CHORD 2-10=-3532/1679, 9-10=-3532/1679, 9-14=-1627/783,14-15=-1627/783, 8-15=-16271783 WEBS 5-9=-1497/612, 5-8=-106412215, 3-9=-940/1967, 3-10=-717/316 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL'=5.Opsf, BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 800 lb uplift at joint 8 and 734 lb uplift at joint 2. LOAD CASE(S) Standard Zt%aaiy-Fiat%nan(SlTuder lh'A I IDOF TIMSES rsfu[r" 6(A:11(TEPN g(OF'9IOOBS(iSIR1'1nVr,1 MKO dusalli tern. ferdf neap lnsnd!ss usdrad ogas . his Tt's Miss D-iyfTwi? Jthlet.i1. T.ba ni, 11. ldvme Steal Mere%s Was, ft. Ast anal mfie 0,.1y qlttlu¢amp*ilsddiheselbrrbeTDDbhralil. As0w Desgtt.0NK(1e,Sptatap 6Cee?r)Medae oITDDeprestes ae rrirpnxdit, Frd!sander;erreS!npnilildi';Its disipllts saqATn!s hpsi!lndt tiro aa¢,eaitrt?4t.NHs'asitn to m bd4lisdmea:,sdldiiDl Anthony T. Tombo 111, P.E. cd,,06sTostbraq161ligitlit resfxailil0pifh0—.h0- sad'nrittige9a:fkeli116Oesips,aNWattdbrOn,isM.111,leWdlal(nA.1MI.lagpnnldlMTDud " rest tattins Tnss,j dfigt.'4szrtte,(ue0diatsadIsrugstraitsksw1sroltyd s 80083 its hl-gDtsii.! nd W Cohen! A"Is seaneTOO#A 6, I'Miosal inialms tins k1ki 6wam Seel b minaw' ,peisW 1p TRIM SI(A i!rdertadea paeeiplum 7,1 tinsn?RSpuiSiiTls Wdefits dlaIns Dedpa,Uns Dmfbp>•erwd loss MMs.^ara; tits 4451 St. Lurie Blvd. "3"eMail 110Crld tyedepa 4 Ml It dl tazislai:?aei Th ina C+s;"Ortns is NOT ft14"1a70esiper,asToss SSfia Etteser dart WAsy, An Rid.!dk- imasMWtarn . Fort Pierce, FL 34946 (opyrighlCC)2016Al loot Trusses -Anthony LTanabe Ill, P.E. Repraguition alibis gommeni, in any form, is prohibited withisol the writien permission hour A-11 Roof Trusses - Anflmnsyl. Tombo 111, F.F. Job:t Truss Truss Type Qty Ply A0056908 70373 D12 Monopitch 7 1 Job Reference (optional) Al Koor I russes, t-on vierce, t-L ;wa4o, oesignLa-I truss.Gurn 2 3x6 = • 7-9-11 Run: 84.120 Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:17 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-UWjZXhOmNP592IkvE9vDksuoWENPnKF7ucIEmzRQcq 15-6-0 22-5-0 5.00 F12 4x4 4x4 3x4 3 4 9 8 1.5x4 I 6x6 = 3x4 II 6 13 6x6 = 22-5-0 6-11-0 WADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.42 9-12 >638 360 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.36 9-12 >741 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) -0.07 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except` B1: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-0-9 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 5-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1115/0-8-0 (min. 0-1-8) 7 = 998/0-8-0 (min. 0-1-8) Max Horz 2 = 580(LC 12) Max Uplift 2 = -725(LC 8) 7 = -790(LC 8) Max Grav 2 = 1115(LC 1) 7 = 998(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1902/3052, 3-4=-972/1366, 4-5=-950/1393, 6-7=-190/273 BOT.CHORD 2-9=-3541/1680, 8-9=-3541/1680, 8-13=-16511789, 7-13=-1651/789 WEBS 3-9=-743/328, 3-8=-959/2026, 5-8=-1484/609, 5-7=-1079/2258 NOTES- 1) Wind: ASCE 7-10; Vasd=132mph; TCDI Cat. 11; Exp C; Encl., and C-C Exterior(2) exposed; end vertiu exposed;C-C for mer reactions shown; Lur DOL=1.60 2) This truss has bee chord live load nonce loads. 3)' This truss has be 20.Opsf on the bottor rectangle 3-6-0 tall b, bottom chord and an 10.Opsf. 4) Provide mechanic to bearing plate capa joint 2 and 790 lb upl LOAD CASE(S) Standard cult=170mph (3-second gust) :5.Opsf; BCDL=5.Opsf; h=20ft; Cpi=0.18; MWFRS (envelope) ne; cantilever left and right left exposed; porch left )ers and forces & MWFRS for ler DOL=1.60 plate grip designed for al 0.0 psf bottom current with any other live in designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members, with BCDL = connection (by others) of truss e of withstanding 725 lb uplift at at joint 7. Dead Load Defl. = 1/8 In PLATES GRIP MT20 244/190 Weight: 125 Ib FT = 10% 6cuq-neesenurr,drr:,irKtx•31190F TIVI OF1j901t TINh;dy hopiaraetm cvl!ed nslesat>;lms hS!parr+iy irf; mi It, 19WIT. I.i,[4 Mile—, SWWv, n,. ua±!stIL-i!encd ea nrlDit"' PiTtkne"il!Anthony T. Tombo lII, P.E. r.."'Itbh l!sss4!upte!l1is lh respn!ililuT l!CeO>,liGtle Melsr*tle0mul Nth IMlbg pe,iper,0Aeries" dii,Itc'mIt, .16,lvAiw(aptde¢1MI. lle gpmel el lk lDp aalmfield ne,ffuTnsc udrfiu6��.tn[ge.loshl!fil,m!kntirl s6�fA PW ,e<.prstii:!:hd -80083 '!Nt:iky7es�pxnud[s�u,nal.Auwis!tlwlmke7L�DMISep¢Ones®sp,ildn±s,ptl±Gi!tig(oapamSderyla'enenn(e(NpeEtispeff}IMMSI(An±re—Its,pnncyradma. list aes3erespem�hJaiesm9d,]ese;w±T!i„DenpeN,ll%SOlSipiaplL'RLC}rR!iN+`iNeh!!I.t4!!,I 4451St.Lucie Blvd. 6etn6,l,fi,td ire reiad.pet/d.0 vmi,lit d!pills !m:0A Thlmss Cesia(14mis ICI tS Wiftl Cesilaee,e,Ire!s Spf±a Eslmm 9`oj i>i qS mt�siaMxrns uemieradblru' Fort Pierce, FL 34946 (apyrilbt©2016A-1RoafTlosses-AnlbanyMomboIII, P.I. Reproduction ofthis document, in coyforosis piobilthed wifilit"11 [be written pernnission horn A-] RoolTrusses - Anthony L Tomb III, P.I. Job Truss Truss Type Qty Ply 70373 D13 Jack -Closed 1 1 A0056909 o Job Reference tional 6-3-14 -- - - a - I I - 1 I V 111It. O. 1- D UUU 1 1 LV 11 IVII I UK II IU1.1311IC5, II1G. I F1U Hpr -I L -I O:uz: Its zu I is 4-6-0 3x3 5.00 12 6 4x4 � 6x6 = 4x4 = Dead Load Defl. =1/16 in I U-9-14 Plate Offsets (X,Y)-- [2:0-3-1,0-2-81,[6:0-0-3,0-1-81,[8:0-3-0,0-4-8] LOADING (psf) SPACING- 2-M I CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.32 8-10 >401 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.28 8-10 >450 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 115 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 102410-11-5 (min. 0-1-8) 7 = 259/Mechanical 2 = 517/0-8-0 (min. 0-1-8) Max Horz 2 = 494(LC 12) Max Uplift 8 = -598(LC 9) 7 = -210(LC 12) 2 = -309(LC 8) Max Grav 8 = 1024(LC 1) 7 = 259(LC 1) 2 = 517(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-332/0, 3-4=-509/145, 4-5=-493/193, 6-7=-238/344 BOT CHORD 2-8=-528/308 WEBS 3-8=-368/651, 5-8=-590/771 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the. bottom chord and any other members. 4) Refer to girder(6) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 598 lb uplift at joint 8, 210 lb uplift at joint 7 and 309 lb uplift at joint 2. LOAD CASE(S) Standard Zttlaaag •Hose ta1!w;31}!nk11 ikt'1'rGCf irgSS6{31!9 ;, ettEG(T9.Mi t CCMCifl4X{ tt1iAM� tU?Et'A(t17iF1E0?sG5I'Ma inch ltuElpreae,ul exl rel vdts wtb•sims M:ip ae.ilr; CCjmih! k`ea(1. rxaN m,P:.leEeeet: S1eetSehaeu. L'rts/1 a'te!rist 1xM!s fts 1D,aelr kNtetl�eCar Fllles stlille luEkrrfP9 faklcii iselnss?e1 cal'seer{i:.,Sptid7=aralnf, defee!ucFp f:9 ttpesecsmrespo!:dNe r�desliFm Fa1b!n lnµasz!hh!ii<dllbadlol sit3l=Lals9er4'elea3e161eh, nla lPFl,Iaelefi;vts:eap`:Ims; larfvai ac tiul,1M.�+:.iy Anthony T. Tonsbo 11I, P.E. n4wsfti311�ss llfor kAaF is:tnspalsliryelBnCraI,WCsen'1r+u`efasigFUuSa6x'isi a/!,h6t 15FG6IIif IIS;fit RCWk�t IR➢nilltt3jf&FS p�PII, T3i irpllil �,i.-�1 pCirylilNtllFIElr!tSlrOthtt3 sA11�.1b1PyL g1kf5R¢/.'tlYlj tSlllS!Ai ltlralgll'fOS 80083 Qt ln7dugCtsiplrWrvnranr. AO mn ullgp!ae1ECWtlupecal ut rrSz'rcKr?tE!tzs`6rarastnedSetetf ldoraxm{{:iflyn'stedlrifl evi5r(1 re;!remllu pFa!dreiivxl. Rl1 A>+.msHe!tt1a18i6`tted kiln el StLstlCFc:;t",'!nf0enavSFpnv ad':1sslMxtdFher,wlels 4451 St. Lucie Blvd, Istl.ialdixr Merah�:l aped geau.li'iq 4ro�rclies unLN. `:krnn Pesip Erpenris l6ttit rriUiry Cesiplte>;lats Snfee rw�='.xa tl ee,*klilfics. Ltgiltliallnaf aF is iefixet iF:V}I. For; ?ICrta, FL 34946 (uprrightZ2C16A-I Pool Trusses-AdbooyLlombeIII,KE. Reircdodiouaiibis Jolvart01.i➢any form, isProhibited wlboul [he M1!1ICaPermission from A-1leaf Trusses •APIAony'l.10MIGIII,P.E. Job Truss Truss Type A0056910 70373 D14 Jack -Closed F 1 Job Reference (optional) Al Koot Trusses, t•on rlerce, t-L AW40, aeslgn(aa ILluss.Wm r-1-6-0r 5-11-13 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:19 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-RvrTzDifl fpOMv6OfBN19xKCJwmtlBXaC5PJfzRQco 16-0 5-11-13 3-5-8 4-7-1 4-10-14 1.5x4 II 5.00 12 7 3x4 i 6 3x4 1.5x4 II 5 � 5 4 %�; 1.5x4 II 3 3 2 B2 i 'qI 1 9 12 13 8 4x4 = 6x8 = 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.57 Vert(LL) 0.29 9-11 >385 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.27 9-11 >422 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 121 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD - Rigid ceiling directly applied or 6-3-5 oc bracing. WEBS 1 Row at midpt 7-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS. (lb/size) 2 = 457/0-8-0 (min. 0-1-8) 9 = 1010/0-8-0 (min. 0-1-8) 8 = 333/Mechanical Max Horz 2 = 494(LC 12) Max Uplift 2 = -285(LC 8) 9 = -523(LC 9) 8 = -255(LC 12) Max Grav 2 = 457(LC 1) 9 = 1010(LC 1) 8 = 333(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/0, 3-4=-523/178, 4-5=-511/216, 5-6=-388/204 BOT CHORD 2-9=-493/267 WEBS 3-9=-378/663, 5-9=-250/320, 6-9=-382/419, 6-8=-213/319 :[611t*2 1) Wind: ASCE 7-10; Vasd=132mph; TCDI Cat. II; Exp C; Encl., and C-C Exterior(2)2 exposed; end vertice exposed;C-C for mer reactions shown; Lun DOL=1.60 2) This truss has bee chord live load noncc loads. 3)' This truss has bE 20.Opsf on the botton rectangle 3-6-0 tall ba bottom chord and an, 10.0psf. 4) Refer to girder(s) f 5) Provide mechanic• to bearing plate capa joint 2, 523 lb uplift a' LOAD CASE(S) Standard /ult=170mph (3-second gust) =5.Opsf; BCDL=5.Opsf; h=20ft; Cpi=0.18; MWFRS (envelope) ne; cantilever left and right left exposed; porch left 3ers and forces & MWFRS for )er DOL=1.60 plate grip designed for a 10.0 psf bottom current with any other live to designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members, with BCDL = Wr truss to truss connections. I connection (by others) of truss yle of withstanding 285 lb uplift at joint 9 and 255 lb uplift at joint 8. Mlvra� Plsutttia2ayt'j ndre It!'i; tON i[DWWFSIi.R€a � �EtAtT;fliS i (DpOT17Nf (tAOY°ti'FI" SUipi[ED'oSRSI' `s;a. Ar;trr lti'tdpxtan�i eniteid vahs to M.4?rsss 6eslga periey N@Imi lx verttap Li¢ntt If,Pkictreuv Saelt tebte nt. 3rkasstla¢?�ist s�tlKw 3eTDD, talc tUTets¢vaest•pldes s&`.Ile rtdLrtitfDDhlvs¢`:it Astlms6a;za iaparr(u.,Sprf¢:witvuf,8e ieviumytrs}re>e;�tmrceps¢at:a?�Sp¢hssisea`nyE,rus,;rzsrmsli'hkr de d=stp aE^siayletmsdryidea7a10nlr, tadxltFl, rx desiy¢nsrsp?ems,4afr;si::tius; isktPih Anthony T. Tombo itl, P.E. 'evtrseKt�dnisM¢yk:oigilf";Finns'!.-yIWfit Cr'asa,hrJSrtt+'s as7avrvd¢;etlu":�alx.d:yl p:;.nhut«hGvi NtlK;tit 1K dtkaleslW'fw.dta¢!T&LTt!¢ypaad a';r.T;D evi avr deldntAtlt tnst; nc.ax;aati6vt; sfurytRa'tat kv+vg ttdl tt As;eepniitil'id 180083 6.10dw; DwItu wd rvtlrxrie iAv¢suso otd ur."t Tot satkcpemetst¢!r§sst'xtse'.tt#W4g4.;—J Wrhtg(MItStmiI-ih u3SKA mes�`eteast!`vr5xsc¢I;rife.�e. 1P411a'.mshe mNasiall:`tSPA d+ut 15Atss fa;:;ar:, erns teys rvti¢ta.1:Trass �aevlM�u,mless , 4451 St. facie Blvd. tlitt�ive dd'eeliyt(x".cvd¢peN apaeitniiigty aiipMies linLtl. itt LassEktipEegats:lr i6`: Ga laildiay Drsipacr.?ins sysien (ri¢!sdnr dfiaW, tstryiVvli.vlf?3asat esla6a¢d is tf:l. Fort Pierte, FL 34946 (cpyrigb02016A-I goof Trusses- Anthony T.tcmbeIII, P.E. Bepoduc?ionofThis domm¢OW,inany famispiobilt dWiitLU?I,twittenpeimissiacfrom A-1tool Trusses AnWAoeyl.10m6olit,P.I. Job Truss Truss Type Qty Ply 70373 D15 Jack -Closed 1 1 A0056911 Job Reference (optional) suua 711 _1_R-n. i nuts. trr. tcu s uec i i zu i r rnnA: a. izu s uec l l zul i mi I eK InOUSines, Inc. i nu 7-9-5 5.00 FIT 6 4X4 = 2x4 11 4x6 = 6x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.18 10-12 >523 360 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.16 10-12 >595 360 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD. 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 2 = 403/0-8-0 (min.0-1-8) 10 = 949/0-11-5 (min. 0-1-8) 7 = 448/Mechanical Max Horz 2 = 494(LC 12) Max Uplift 2 = --241(LC 8) 10 = -461(LC 9) 7 = -296(LC 12) Max Grav 2 = 403(LC 1) 10 = 949(LC 1) 7 = 448(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-435/179, 3-4=-335/0, 4-5=-312/0 BOT CHORD 7-8=-237/267 WEBS 3-10=-703/718, 3-8=-50/290,5-8=-80/256, 5-7=-362/316 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 2, 461 lb uplift at joint 10 and 296 lb uplift at joint 7. LOAD CASE(S) Standard 12 16:02:19 2018 Page 19xIyJx7tlzxaC5PJfzRQGo PLATES GRIP MT20 244/190 ,. Weight: 122 Ib FT = 10% ua rnn tit2al's!rru!t�ite'SiIA8£lUSSB;S1?i„i:EAEbsI rEi7dSti0r01UAfipAAN',;"W!Ei".S:D7A'IEObk?lT;ra.rlr;h€ppiwsevstaltndialts a%sToss Mil, tririir%[)]Pal10JrWgT.Tnh MIE rdanae She itfirt w lsitss $.he vsf sisttd0Urornlf Wd —at, rlen still kt.5dialsOW teh Wit Asll:ass bYs!�Ecrimr(it,SreregEopseert, Ite sezwnal �9 rexesrs'annsedtwe.a?dzpraiesslsm'.eaystAad nsrsai aaNtrr daksi3td1h uiM Frasi3ildedtn�31}9nir,talxiPSi, fe3 dtsiys nsaay+m, �Ylm7 �:Su1:3e:!&5h Anthony T. tii, P.E. tadelf�iihl iretf lit 6frat?dEle{4lrnrFAs!%te(effil dike, fat t)+nt'i iMt6�Itdarnleritilr�:IIj(itt}Y,.4,UfN uctt:tdtidE,!ttiKtxdtit!Ca3!hl!rRl it7!4 adlfl-l. rs ijliisit�'�tlia tad RyhtidUtdltkr(51f, taf�S�l hadli3l, Shti�t, iQe1[%in ad4:ttal Stall i3 Pl;/1riilRd'1� T8008384083 bt reilruq D3sigeer nlfttua;ur. All atfel saiMa'uT3; wdt�lrte:tes e¢dg..dA,resKriniw;r•�i{a!•}aattl Sa:ftkfcrsi!m(L3i11»1:s5td aririelSl:A ae ttExelsit'ssluerd l�tmt !?4E d>?nlshin,psesfiil3!tswEla!ls efMeL•asi 611:m3r.rsass Cesytraptex asdFrns gaaA:6xer,mtns 4451 St. Lucie Blvd. IRer. sl 11!ixliftrte!sxl teede pii!igpq 1prlin 4ni!t#.`:Mims[ksgt Etl;ttttis Api f3tidNieg prs;rttcs irtulnles Ex{!ka kltad tslGtl.A igNetit!!13rssat rsPefiaed irl%-1. For, Pierce, FL 34946 Zt (epytiRbrC 2016A-iRoof husses-Arthoayi.TombeIII, P.E. 1leprodutfiaaolihisdotumeni,inanyfolm,isptabibitedwilhoulThew1itieapeladssioefromA-1Roofhunts-Anfbony1.10mballl,P.E. Job!- Truss Truss Type Qty Ply A0056912 70373 D16 Jack -Closed 1 1 Job Reference (optional) Al Koot I russes, tort Fierce, r(_ i4hKo, aesignLal IIuss.COm Run: 84.120 s Dec 11 201.7 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:20 2018 Page -I ID:bgBJJuT4J87YNWOW 1j6wbczWgy4-v5PsBZjH31 ngOWUJaMjcrM URRjLOcFUhpsgyr5zRQcn 11-9-7 18-11-3 3x8 10 9 4x 2x4 11 5-9-5 5.00 F,2 6 3x4 3x4 4 8 7 3x4 = 6x6 = 7-1-12 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.05 10-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.05 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 335/0-8-0 (min. 0-1-8) 10 = 900/0-11-5 (min.0-1-8) 7 = 564/Mechanical Max Horz 2 = 494(LC 12) Max Uplift 2 = -194(LC 8) 10 = -393(LC 12) 7 = -341(LC 12) Max Grav 2 = 335(LC 1) 10 = 900(LC 1) 7 = 564(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-420/167, 3-4=-542/59, 4-5=-396/80, 6-7=-206/295 BOT CHORD 7-8=-467/453 WEBS 3-10=-721/736, 3-8=-239/460, 5-7=-535/546 NOTES- 1) Wind: ASCE 7-10; Vasd=132mph; TCDI Cat. 11; Exp C; Encl., and C-C Exterior(2) 2 exposed; end vertica exposed;C-C for mer reactions shown; Lun DOL=1.60 2) This truss has bee chord live load noncc loads. 3) ' This truss has bE 20.Opsf on the botton rectangle 3-6-0 tall bi bottom chord and an; 4) Refer to girder(s) f 5) Provide mechanic; to bearing plate capa joint 2, 393 lb uplift at 7. LOAD CASE(S) Standard yult=170mph (3-second gust) -5.Opsf; BCDL=5.Opsf; h=20ft; Cpi=0.18; MWFRS (envelope) ne; cantilever left and right left exposed; porch left 3ers and forces & MWFRS for 3er DOL=1.60 plate grip designed for a 10.0 psf bottom current with any other live ;n designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members. ir truss to truss connections. I connection (by others) of truss tle of withstanding 194 lb uplift at joint 10 and 341 lb uplift at joint PLATES • GRIP MT20 244/190 Weight: 121 lb FT =10% #&,I •{.rose tirse}i>I[!ritw Of *1' 10Brllussfs{'sl(11111, M!Eut TEtus t (00*561is Iti(CHi'tU!(r" t(rYDq(ED'e9itTtra. To* iovIrtatrus W seal Wes mils lr/ss Deitt D'S.4^DDld6! 4 m.IT. 110h I11.11. rdeees! She feint is. Do`e!sd':se!.isi t!Cei ee teaTSO;soh iULtso-nes3e tides stall l!eseths S:lC_hle lCii ls!Is!!Dms:ta(aiiu!r(I�..SP!sa=/ajmaL6! me Mary r"J urim, m ue{tutohm r efis ti6Asir. st(s!sgIr TRrsi`tihdta WD t*jauIN. rhMitt os"V.M: ipdmy:¢Nitti;!c dN! Anthony T. Tombo lli, P.E. rtlaer€stitLrss Hr®tkliatsd.n;pe!?tdret D+`es!,ht Dsrte'sn!4uheigtetawt=i:y as.,n5t ¢e!ccdf 0(,�lsit(ed;a;cael7rtlfattsds milrlL r:!ntmildGeT9 ni crtidi n:Aiu Trns; ix(ciit inilut.slut?!,ut':c!ixwlieiet shD7: ae arµ+sailnd 80083 ' Dltai!VtPe4pt(al(lmAlt(.dQStielfellAeYeli'?W.9.ftRCx'tlUlfAS}i!Elser'ltr�/311tlt1M!(61N�YR6(::iLtzi4kitelFlaaifE:Aerere!xund!x{:eerdtsiiartttLll>e±sr<;paiiiC';!tall.undhtss0evwtt,inufeupT.atneuwlirns4a!sfcFa!u,mless 4451St. LueleBlvd. rhtnia idaulht[nhrtepetd ryte it!r:Sq ti r1teties(a.d!ti. ltt6nt Dris;w 6tias!is llhifdedlmt Des;pers�Trns snlea lgit!wt{rtrtlFIt(G4t. iii tltD!Iii!d IGA!QHt dt6etl itlrET. Fort Pierce, FL 34946 (epytight02R16A.1Root trusses -ArtbooyT.lombo(1),P.E. Aepioduniouofthis duumul,incoy form, ispiohibstedwithout thewritten peimissioofrom AIRoot liusses-AotAoeyT.Tombolll,P.E. Job Truss Truss Type Qty Ply 70373 D18 Jack -Closed 1 1 A0056913 Job Reference (optional) Hutt. oy. to b unc t r tU i r rnnc o. 1Za b uec t t &Ul t sVll t eK lnauslnes, Inc. i nu Apr lZ 10:UZ:ZU Zulu ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-v5PsBZjH31ngOWUJaMjcrMUOQjLccDwhpsgyr 11-1-8 1 18-11-3 5.00 12 6 3x4 = 3x6 11 4x6 = 6x6 = 3x4 = 4x4 = 11-1-8 -1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.03 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.07 7-8 >999 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 121 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 270/0-8-0 (min. 0-1-8) 10 = 867/0-8-0 (min.0-1-8) 7 = 663/Mechanical Max Horz 2 = 494(LC 12) Max Uplift 2 = -142(LC 8) 10 = -400(LC 12) 7 = -380(LC 12) Max Grav 2 = 270(LC 1) 10 = 867(LC 1) 7 663(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/103, 3-4=-779/231, 4-5=-603/246, 6-7=-220/316 BOT CHORD 2-10=-322/174, 9-10=-322/174, 8-9=-322/174, 7-8=-670/641 WEBS 3-10=-744/820, 3-8=-358/548, 5-7=-728/757 1: Csi ICI 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C,Extedor(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 2, 400 lb uplift at joint 10 and 380 lb uplift at joint 7. LOAD CASE(S) Standard WV.J•PTnst tua4j moll. At li 160F TIMES rZtEr",9AUL T.US1(6aUIP:tRS 111,09 NVIIlMkOhruFMV fire. rnfittaptuows mirtadsuts is Air Tows 0e11)t6t-al(RP01ts-041T. halo IP11. Num S1letre(utut. Wes 6." .41 stt!edm IN T,R, tdr AiTtimtm plil,s skill lit-id1sr; TEN& it 101 t50I'F3t!Ih:rwgiL`tr{{2..Sr1dY'!!AJA!`J;:1813ttitGLFjt:¶ti>'t£FCinlARlfit81t0.�Ltr'OElft%a1EA)�!tIC)t!S{P95 ih1t1k!e!SIr18E24i(itl!T!F35 tiatt!ijFWiPi(!YOf,isasvtanctiat:! bury gnthonyT. Tombo fly', P.E. ndate tldislnts bt Qr6r;'r(s4:n;traur':tfdltt Cra!,ht 6watt'stahtued ttettu4arrtdsrpt.,.sv,iatal rt�sdtttkt04@t Rit�Ha hod StiGag«dtaat lPFl. Tat stpottla3tT6 ttd u; addutsi 6t Tnss,u!kt.Gdbadtar, SPu6{t,k!k'it?ie�dh:[tat tk0 is ttt;espnsuiksd ; 80083 ms( i sit Whir Mtiptt tt m.In * settNa�titaudtbeprtr..iq ttdp Ef�sssdlier�,EertaxratnstM7Mttasse(f(Vjr3@11,1edi.FXui stu ut!tfuntd!x ra+:ilrefrsea nn deSit:sttar�usaiLtt msd>tet t(3titatsau:pti, Trost mq{t!il.v ai Tm:liuthfru:min: 4451 St. Lucie Blvd. @tttest ddiul lr I CIAXTaped qu u.1t; it oll win 4rdad iteTn»(Mip ferstt!itlO(,rit{dld'sr(htiptr.t: Ttztt Srstea EgiaadetrkdGry. Y'l uratlis!iha!utnddrstt4i%1. Fort Pierce, FL 34946 ro tht- 2016A-I Root Trusseslemholli,P.E. Reproduction al farm, is mhibitrdwithoutThewritten Permission Real Anthony.fomballl,P.L P1:9 AnthonyY P t P P Y Job!' Truss Truss Type Qty Ply A0056914 70373 D18A Jack -Closed 1 1 Job Reference (optional) Al FtooT trusses, t-on Yferce, rL i4tma, oesignLa-iiruss.cum 1-5 1 3x8 Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:21 2018 Page 1 I D:bgBJJuT4J87YN WO W 1j6wbczWgy4-N HzEOukvgbvXef3V84ErNa1 ZO7hpLgJg2WaWNXzRQcm 11-2-5 18-11-3 7r3-0 7-8-14 2 `!I 1 0 9 3x4 = 3x6 11 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except" W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT.CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection; in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 271/0-8-0 (min. 0-1-8) 9 = 870/0-8-9 (min. 0-1-8) 7 = 658/Mechanical Max Horz 2 = 494(LC 12) Max Uplift 2 _-143(LC 8) 9 =-401(LC 12) 7 =-378(LC 12) Max Grav 2 = 271(LC 1) 9 = 870(LC 1) 7 = 658(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-409/111, 3-4=-765/217, 4-5=-589/232, 6-7=-218/313 BOT CHORD 2-9=-315/166, 8-9=-315/166, 7-8=-660/628 WEBS 3-9=-748/818, 3-8=-348/546, 5-7=-716/749 3-11 3-11 5.00 12 6 3x4 3x4 i:�- 5 4 8 7x6 = 7 6x6 = CSI. DEFL. in (loc) I/defl Ud TC 0.91 Vert(LL) =0.03 7-8 >999 360 BC 0.28 Vert(CT) -0.07 7-8 >999 360 WB 0.35 Horz(CT)r=0.01 7 n/a n/a Matrix -MS NOTES- 1) Wind: ASCE 7-10;I Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lurpber DOL=1.60 plate grip DOL=1.60 1 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall ti r 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanidal connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2, 401 Ib uplift �t joint 9 and 378 Ib uplift at joint 7. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 121 Ib FT =10% tYneaa finu tinsnPh m1Er Ce'AIGJf ❑Cf56(SSI!93.::ailFt i{11SS t ECgCTCNS E¢STCY � tURt` t(rY9ift[D'eY:'S1'htct rent; k3:,apseatfes tNreaa uks Nidif bv15 Ct3ift aEriry fiUplcd9e EE'k1f f.tuak In, ri. ta4(eue Aettlelelt aW. UY:11 a'scriss cE'eE W dEPD. adr WEtktaattk+fittessk7le estdMiae 163hk Veit AstLtll Cess!gater;tx,SRri�;!n3�'N,6e leSwaTr7it>:tles3ma:tgine12A�4tiH4i/fSJAEGit9ltS�ii!:!!Itl.'{+,a?3iJ9 Ei aJt 31fj12 Eli1f a'j4hdE0wt7'tttit,tia4lrf�.EL'alfi;4lfSFSy:<01'6eL'.M1;fe_"a,�'!tlr Anthony T. Tombo llI, P.E. ttatSlAkr1�SS19IC(R;ddj3 rtifMSf 61SIG r.,ri6YWltetdEfRae{tnlr(2raxjCrly%,hhtldECEIkYCdlltELaIttti»diryidSOaIPtI.Tmtyjt4iiIE3Pglnat(htatltFBETpSS,iwdxgkYughFEt.eeEtfiCSA[3{iklkaEfttj3l@III 80083 6tt.UivaNufvermarietrMve tCsatlstltNa'aeIM'W&pe..'uagedl'xssatd>b�€q(erjunuSdeftln(trsess!sm{[<Sfjai':31ed1,'.11&SIZA.. id —al !E:Ewedpideat.l?n!s'mttitltlpnliSiLiE3mia.utld;atT:e33Uc1: r1:1re31Cen fE;atEruaira1351aelcGctr,wleu 4451 St. Lucie Blvd. EYniWa€.EaaeEea+n,a t�!tI t}Wit!1`l�lj SffCfitiMii!tI. IkTliflPefiri f{ytE'$1�!fnt{Qlaii9Qt.�pecE: itn3 S!11taEciaEcdte(kiirq. Lty�l3u:a hlalQenatE�ea Fort Pierce, FL 34946 (epyright02016A-IRoofhusses-AnthonyT.Tomb, 111,P.I. RepradurtioaottbSsdamment,inany [aim, is prohibited withoYtthe wtmenpermislionfrom A-1bet liusses-AnthonyLTomhoIII, P.I. Job Truss Truss Type Qty ply 70373 D19 Half Hip 1 1 A00�6915 Job Reference (optional) !'t t t.UVt t rUD,cO, rut E rtetGe, rL 34946, aeslgnLattruss.com Run: 84.l20 s Dec 11 201 i Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:21 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-NHzEOukvgbvXef3V84ErNal ai7iaLe3g2WaWNXzRQcin 1 6 0 3-10-6 11-3-0 18-0-13 18-11-3 1-6-03-10 6 7 4 11 6-9-13 0-1016 3x4 = 5.00 12 4x4 = 3x4 =� 3x6 11 4x6 = 3x8 11 3x4 = 48 = 0-6 VGSlf1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.03 8-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.07 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 123 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 659/Mechanical 2 = 257/0-8-0 (min. 0-1-8) 11 = 884/0-8-0 (min. 0-1-8) Max Horz 2 = 477(LC 12) Max Uplift 8 = -360(LC 12) 2 = -159(LC 8) 11 = -388(LC 12) Max Grav 8 = 680(LC 2) 2 = 257(LC 1) 11 = 884(LC 1) FORCES. (lb) Max! Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-334/118, 3-4=-761/259, 4-5=-582/274, 5-6=-763/590, 6-7=-605/644, 7-8=593/693 BOT CHORD 2-11=-366/155, 10-11=-366/155, 9-10=-366/155 WEBS 3-11=762/821, 3-9=-303/536, 5-9=-552/801, 7-9=-893/846 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water i ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint 8, 159 lb uplift at joint 2 and 388 lb uplift at joint 11. LOAD CASE(S) Standard ItEnsT Prou os![+}51}ntil.tt!'s; taor i1CSSES(41!Et„5uI41 rEtMS i rCMCTCXS t61rCN;'M.Er'A(tECit[D'dk'51'!.YC. ter:rei[!prreaNas ni retlafet afhtrtns Ct:l}a atYiey� pCJeri:N le;etr I.Tiajl I9,P.f.le!Ntt[! Slel1 itial! ftl. !i4A6!ANYi[t F'Eti9 W i!! IaQ,Nit Milt t�aPl jidtl Sktllel sfld (4f i3l It ii tnPA� Is 07.%!tttiP] 1ter0 ffrTOttplas a eat}Iate A-61y.ittr!tw aj'9[Nhi}tlSjtBfikiilro u! d?Stpdirs rbilt i[P;s dlPoWN0,I t t!!t,eRid In 1. i tt519F d'sPSj;'GCS, Ip rLE.'1tbs; lN+l Qh Anthony T. Tombo 111, P.E. ¢dne s!t4is ian hrcrtx s}!sA![a}tafsr}d4t Cs4N,6tU+at'sal#ttini rytda°,a6r„+agCrc;,�x,h6ltsc'!#[tl!!(146e 6tadt}:t kldlnlrugtds adrtid. Tk ryprtd *�.1?9 nd ezrHlUEteAI(t rn[s; ulL+ iulOilF.[mefe, iesa`t'iaa96:ae}[W kttt itspueiL?td 180083 bt rsdlur Clu�erdreNrstar. lA mks slilAp•. TCl EedBt ptv"te[argw'Paltetdlie'Ly[a[yalet Slht}IdNt:eca(Ztii�pi=�c5lli!li t�SHANl rCNtm!!a eeu�Ei etii¢aa ii419!'mshnesyasdiClsmllmn ti7:tnsia[:gs, sass Cevp Fvgav slims Nat4luY.er,�kss 4451 St. Lucie Blvd. Zt stiaxss �4xi ltEtnht;trytet{rpauni:'.j 6pti`=.pclia hnLtt. iRELrss Ce.i}nh}�[telisi!Ci Fatteildiat 6esitlm.sl7russ Srstem F[s'serdnrlaid!!}.EIUr1131i1tdltf4r6015 dP6ltl l4iflt. Fort Pierce, FL 34946 (e rht02016A-IRoolTrusses•Arthou 1.ImhaIII,P.E. Astsdanionalthisdsrunsat,inon form, is prohibited ermissienItemAdtostTrusses-Anthoo T.iombIl,P.E. PYr�9 Y P Y P P Y JoLtr Truss Truss Type Qty Ply A0056916 70373 D20 - Half Hip 1 1 Job Reference (optional) Al rtooT E russes, Tort merce, t-L J4`J4b, ees?gnLaitruss.com 3x4 = a LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 657/Mechanical 2 = 247/0-8-0 (min. 0-1-8) 11 = 896/0-8-0 (min. 0-1-8) Max Horz 2 = 428(LC 12) Max Uplift 8 =-291(LC 12) 2 =-137(LC 8) 11 =-441(LC 12) Max Grav 8 = 657(LC 1) 2 = 247(LC 1) 11 = 896(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/135, 3-4=-736/290, 4-5=-711 /541, 5-6=-628/558 WEBS 3-11=-785/924, 3-9=-374/533, 4-9=-474/678,629=-615/644, 6-8=-546/596 Run: 84.12 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:22 2018 Page 1 ID:bgBJJuT4J87YN WOW1 j6wbczWgy4-rUXccEIXbv1 OFpehinl4wnZnKXzs4OX_HAJ3vzzRQcl 7-4-j 1 3x4 3 _ 5.00 12 4x6 = 1.5x4 11 3x4 - 6 7 1.Sx4 II 5 4 11 1 10 9 15 16 8 3x6 II 3x4 = 4x6 = 6x6 = CSI. DEFL. in (loc) I/defl L/d TC 0.71 Vert(LL) -0.13 8-9 >999 , 360 BC 0.54 Vert(CT) -0.21 8-9 >840 360 WB 0.80 Horz(CT) -0.01 8 n/a n/a Matrix -MS NOTES- 1) Wind: ASCE 7-10; Vult=1 70mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertiO left exposed; porch left exposed;C-C for mbers and forces & MWFRS for reactions shown; 1-2ber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load noncohcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the botto chord in all areas where a rectangle 3-6-0 tall b�y 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capa(Tle of withstanding 291 lb uplift at joint 8, 137 lb uplift at!joint 2 and 441 lb uplift at joint 11. 1 LOAD CASE(S) Standard Dead Load Defl. = 1116 in PLATES GRIP MT20 244/190 Weight: 112 Ib FT = 10% ¢,sag Pirofttiaxugi!g tefk.he'l;IQ7£104SES;41i.ME. gEXEttt 7EtXit(OXOTalXt (egiu^A^dU!ECj;(YE a1E0eaE.TBM. f'?, v rrestl�us aal rt¢lades ¢e tkishEii [re:iq¢keprEp OPYeaih¢4":Saag T.T¢abl€.P.E. gcerectafaeel l¢h?tn¢. :Eien t!an.ist it¢'ed as%eT2q adT �17tt IRt3?f'M gid2a itd?tE Fstdkr9!TEu @g?9�i¢, d1 ¢TRil tJ gatsgia'.tt[.t,SgE(9'JECgfltN;,ltlit6; tEffij ��J(sptiee3m¢trept0t!a Xa g!ch4f:tti E9g3!?tfsgttSgiCY.B:':X%EH"a,X?dpd+.'M itig?t TI61i d!Tl,tdMk!Tvt¢dg,tEdteTdGi,T9ld•SIgE!5163T'S93;iNd'Sg SG"itFi;!Ri±z:eh Anthony T. Tombo 111, P.E. ¢d ueE€dit??Fsi iv taT 6Jiagii*.n:ga¢sdE ritdYEE Grtt�,tFgraE•.4ad:¢L¢ed ape?n8g 2�!r,ia fia ttfktFtei �Et IIGBEI!(aXtix¢iSEnds¢;ei@t mdi!i1,b!agtnta?dtT€-0eedaettidde.Ec€t#E inii,i?r!7 t�dP g,ilu¢ge.naE`ieEr¢dS:ui¢g den E!P±;esptiieilha'. 80083 t 6et 1GEg Wdpet nd(EEna?Er. lllaates itf±du'a±Tp;aei@epecas eEd gt4%£e�iddEie.=ixg(ardE¢m SaFdsldassaaEE6gp)ts5tlh,?il aEdS�tA trttc`xeac?l:x gterA gdi�. Plt dt!caiStt:tfyusllll:':!ti a7d ddus iEy±T.tttts:c+e:::tass tltip Eyrcea aal"rau kaEdSGrer,ml±ss FRt?si;e Mad lra(et5><ITW 4.4 n=Eg Eg sigcfin G!al±d. ite Tna(ksvp EEy�xr.Ei�?TteteiUieg Oriiptt.t�?t3sSTsfea Eaixa al¢nlxi�fEg. ds agihtird Et;aE are eidtfi¢ed i¢iP?T. 4451 St. Lucie Blvd. Fo Pierce, FL 34946 (cpyrig5?�m2g16A-?Read Erascei-Anbonyt.TsmEelll,P.E.9eprcduttieaol?lisdetemen6Eoany l¢¢m,ispJadibitedwiiEXuttfi wriE?eopermrst?octrem;F�ltors?Lusset.dX?Anayi,TXmSeIII,P.E. Job Truss Truss Type Qty Ply 70373 D21 Half Hip 1 1 A0056917 Job Reference (optional) Pt I Muut t tussefs, rut t 1-ItN W, rt- r tf-#O, ueslgn%_Va 1tru5s.cu mun: off. -izu s Lies -I -i zu-I i rnm: c.1Zu s Uec 11 Zul r MI i eK Enaustnes, Ine. I nU Apr I 16:uZ:ZZ Z01ts l age ID:bgBJJuT4J87YN WOW ij6wbczWgy4-rUXecEIXbv1 OFpehinl4wnZs6Xv242t_HAJ3vzzRQ -1$-0 , 3-10-6 8-11-10 14-0-13 18-11-3 1 6-0 ' 3-10 6 5-1 4 5-1 4 4 10-6 5.00 12 5x6 5 1.5x4 11 Dead Load Deft. = 1/4 in 6 3x4 = 5x6 = 3x4 = 3x4 = 6x6 = 3-10-6 1 10-2-7 4-10-6 Plate Offsets (X,Y)— [2:0-0-6,Edgel, [4:0-3-0,0-3-01, [5:0-14,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.22 8710 >801 360 MT20 244/190 e. TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.45 8-10 >396 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 109 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 657/Mechanical 2 = 248/0-8-0 (min.0-1-8) 10 = 894/0-8-0 (min. 0-1-8) Max Horz 2 = 378(LC 12) Max Uplift 7 = -278(LC 9) 2 = -196(LC 8) 10 = -355(LC 12) Max Grav 7 = 657(LC 1) 2 = 248(LC 1) 10 = 894(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-497/291 BOT CHORD 2-10=-274/100, 9-10=-710/574, 8-9=-710/574, 7-8=-356/396 WEBS 3-10=-298/502, 4-10=-670/546, 4-8=-245/439, 5-8=-149/392, 5-7=-623/555 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf, h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 7, 196 lb uplift at joint 2 and 355 lb uplift at joint 10. LOAD CASE(S) Standard Maasg.i;rosfRaem;it;usn.Ela'};IQDFitUSSES I'SSTEM;,titEt}t 7Ei.E4StfCtOTiOaS(LRCM"MEL'}}E±a�tlE[DSRrSI"ire. gush, dfa:�sµe�ls+izzalreft uses aerb•sUuz Dtsi;v�wie;;iDDlealr,+.lf'Lm;T.iamga lP:,P.E. iduefeSfatihbre fse.E'cinsf!uv<istuGedaaiYfTDO, ael. S� S� 61iTtts&neEm;Ides sfdi ie r.Fdiaffie lbDhhlt4li}stlmis Desxa Eageeer{i.e..SperY'Ea;iteliril3tW'RNF/E.'Dff§'FiW'3WS[Sji3Bt: i;'dISS'Gb9 fi;tiell�getSgR85i`1?fat �tetSSij0d7e ftlgle Ttttfll;idt}lQi9.LF DRII,tElATrn. EiltfSl§E lSii3p`3AS; iWilig; tE;;?R»�1h AnthonyT. Tombo ttl, P.E. estasect liis islss NrY 6r?is3'z:anspaza::gdtie Cras,heC+w'rvllSarsatageUu„satT B:y:ns.ls, teha efA'fkFtYf eCdt lKexdtfa lual iuiln;tc{sast iPbi. Tat faparsi s!i:i'r9 aflff56eituuef€lit lftss;ntk'.a„;Daally;, stutQe.rc;:a:iaiasaro95ens>3 st+il }sae;esgaesuii^pa' 80083 tse (n*1liag Dzug¢u ml6Puo-he Ui tots "Ito b-AM-i afIN passes taegr.Nosebtr.'.Gncurat'o tlfdiaeet aklmv'!,Nl iriN u/SK} pesuiltaal`rguz!al g=ilctte. g?i.l9e!rs?s>gestsgaasis�f`umi9.tks ai'kT:ttt:�s�u,:nss Dtsep fagieett var`:sass�sathFxu,�Ost g451 St. Wtie f?ivd. ddu'f;a la!iaed Erv(a ha:tapletgwit r'ir; kpa!gsfiaf p�ai!tl EifTefss fksip fqm# Is 46i fit 10iiag Wptr.sT:osilpla Eteiwutt u,tail&+ Lstt(iln6,:l luai atn derael inT81 Zh Fort Pierce, FL 34946 (e tbt02016A-IAwlhusses-Aetbaa LTemba111,P.E. AsradustianofINSdafamut,inan lotanis SabibitedOhmthenritten Remission Aniban T.Tamballl,P.t. PYs�9 Y P Y R P Y Job ^ Truss Truss Type Qty P1Y A0056918 70373 D22 Half Hip 1 1 Job Reference (optional) Al Moot I russes, rorE coerce, rL dvavo, aestgn(C nruss.wm Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:23 2018 Page 1 1 I D:bgBJJuT4J87YN WOW 1j6wbczWgy4-Jg4_pam9MD9FtzDuFVGJS?6ubwJDpaZ7Vg3cSQzRQck 1-6-0 3-10-6 8-27 6-10-6 5x10 3x3 11 4 5 5.00 F12 I 4 3x8 W3 3 . 8 E97 � 6 3x4 = 3x6 11 3x4 = 6x6 = 4x4 = Dead Load Defl. =1/8 in • 3 10-6 3-10 6 12-0-13 8-2-7 18-11-J 6-10-6 Plate Offsets (X Y) - 12:0-0-6 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.09 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL • 1.25 BC 0.54 Vert(CT) -0.18 7-9 >975 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 102 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. WEBS 1 Row at micipt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 226/0-8-0 (min. 0-1-8) 9 = 923/0-8-0 (min. 0-1-8) 6 = 651/Mechanical Max Horz 2 = 329(LC 12) Max Uplift 2 = -153(LC 8) 9 = -444(LC 12) 6 = -272(LC 9) Max Grav 2 = 226(LC 1) 9 = 923(LC 1) 6 = 651(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-302/91, 3-4=-688/350 BOT CHORD 6-7=-453/528 WEBS 3-9=-806/994, 3-7=-274/442, 4-7=0/261, 4-6=-630/542 NOTES- 1) Wind: ASCE 7-10; Vasd=132mph; TCDI Cat. II; Exp C; Encl., and C-C Exterior(2) 2 exposed; end vertia exposed;C-C for mer reactions shown; Lur DOL=1.60 2) Provide adequate ponding. 3) This truss has bee chord live load nohcc loads. 4) ' This truss has be 20.Opsf on the bottor rectangle 3-6-0 tall b, bottom chord and an 5) Refer to girder(s)1 6) Provide mechanic, to bearing plate capa joint 2, 444 lb uplift a' LOAD CASE(S) Standard Ault=170mph (3-second gust) t5.Opsf; BCDL=5.Opsf; h=20ft; Cpi=0.18; MWFRS (envelope) ne; cantilever left and right left exposed; porch left )ers and forces 8t MWFRS for yer DOL=1.60 plate grip to prevent water designed for a 10.0 psf bottom ,urrent with any other live en designed for a live load of i chord in all'areas where a j 2-0-0 wide will fit between the other members. Plr truss to truss connections. aconnection (by others) of truss ble of withstanding 153 lb uplift at : joint 9 and 272 lb uplift at joint 6. Ifao-ag R:estr»+Ee}a'p tblrr tle'! IGOF ifUS56; S1!IC;. ei:iilt!7E1t!S t tOMOTUtlf;l'iiOM ('PU'Et'tlrt6RiFDE4:4T' fem. rtrd.drugspsiat•.us eei ttal nfes w 3it?tm UtiltE Gasier,ipUlealMut'.Sasp T.tEott IG.ri rt'.trat:Atflltlnen!. Wtsst:hw+�ist t'a'NeslksT D, ttlE Nihltt�t�. pdtt ntttNE��ttlsnlnwt uetat t:p!Efattrpi..,slr. �Ebl�ttll,nt nzttE�rannit�imE�tr,attEEr�sdtt:Ee t ttt�gn: tahmdEattiyEdat, iEt,o:tlaate�atrsa Ee�r,tNtrtrlL EitdttilErt:E�r°�nt: EE a �tE>: cor n, gnthony T. Tornbo III, P.E. eN aecdtJtimt6t¢rfU11.a77 is*amyeass4^sdSt grEtt,ht DEEtisr+tltrtNt;tUEr:ttislsgUn:v�x,hfit tta'trtdllt lrGsEE 6tENdtind>ri!ingtedt oEsrNd, TitrprseEEld3:lE3al ef6tUindl:tTnts; ist�3i.; iEatlGil.sM �e,'s:c"diEestlsing tSEil It Asns�sirilyd ;80083 ' tat Et hq Ndp"RdtEnmsr. Alweswtedn44515[. Lucie Blvd. Eua.iw dtaN i!tlwhrJEgted.ptenn?ag6r s�yEdirs iE!EhN.tlermtbesipfefut: it iJt tittassiq Mir".'! TrEss Stilt. Itrawdar1,9ity, 1"0141441m cf.Aff NitMI. Fort Pierce, FL 34946 Upytight; Ig16AlRootTrusses•Anthony1.hmbettl,P.E. Repodustionofibis domment,inany form,isptnbibitedwithau IhewtitleopetmissionItem AdiootTiusses.Anlhonyl jomboIII,P.E. Job Truss Truss Type Qty Ply 70373 D23 Half Hip 1 1' A0056919 Job Reference (optional) J ..1e1n.o.1—a— r e 4v11 mirenuruustnes, Inc. Inumpr iz imuLZSzultl 5x8 4 4x4 II Dead Load Defl. =1/8 in 5 3x4 = 3x6 11 — 4x4 = 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.11 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.23 6-7 >808 360 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 101 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 252/0-8-0 (min.0-1-8) 9 = 912/0-8-0 (min.0-1-8) 6 = 681/0-6-0 (min. 0-1-8) Max Horz 2 = 303(LC 12) Max Uplift 2 = -171(LC 8) 9 = -415(LC 12) 6 = -289(LC 9) Max Grav 2 = 252(LC 1) 9 = 912(LC 1) 6 = 681(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-778/443, 5-6=-290/306 BOT CHORD 6-7=-525/628 WEBS 3-9=-806/923, 3-7=-367/572, 4-6=-664/557 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 2, 415 lb uplift at joint 9 and 289 lb uplift at joint 6. LOAD CASE(S) Standard Brdq.lime dtn!pElrrslieafSe'AI IOOFTEWS SItU['}6IMIfWSSIn. TerCp dadp pmvden ndrtsl ntsniksteess 9es!p 7ra+iylff4j irt, Adlull:Isal>1(t.f.tdnexe fe>41na-eRs. Odrssd-isesMd'stWD-w¢ P1Tekwastup'tes skit!! uedhe Al TOOu 7e+die. As cant Dedp Esdner(I.e,spendq&guni.tle sin n1TDO np uds re -pa d lee prdmind ersretleg uspsdlllay6s lee lss:pictttes!e�eTnts kpidd eatle iDD aefp, vadnitll.lte tsslpnnaptues.bd:spmanxs, setldilnp Anthony T. Tombo III, P.E. wined!As tnsshrsyldlkii is leerespusidlrtp wIN 0"Vee,O",s0ived.;dulbldOay Dutper, nest cutest d set L(,sie Llad Le kd lair;aft al MI. leelp,ldek100n1eyfieL nedde Tnst,ioO!6alai aq sa!rye, nsnlldinea3t si, slilis!&s rest;aezthd <80083 ' .tre:fistMen!lyna¢nundopehewdgllteI00nelnpmnesofpednsseHlsGllficT(ea�edSidrtzemnn{Wfpd-0stdEllRnd56Gnerineaenpmaidlan.11Hknt3:nspcu!9Jnes 3Ersdtztesmdpn.te!sOrr:Pcpnnrarnssvvd*ronya!nt 4451St.LueieBlvd. r!lsMuddirtllta[edral apndopsuwrmop 1pol psd:es lmdsee. Tieinss Deslafasinirls lOT Pi ld!Sa7Oes:finer,nTnts Sys!e�iyicser em!»il7iap. All sap,dadtnAs nemddael rattle. Fort Pierce, FL 34946 (opyrigbi02016A-I RodLasses-AnIhanyMombDIII, P.E. Reprodudionofthisdorueseal,inanyfarm, ispiohiliitedwitheulthewritten pesmissioohomA-IRoo(Tresses-AnihonyT.Tombo111,P.L Job" Truss Truss Type Qty PIY A0056920 70373 D24 Common 1 1 Job Reference (optional) Al KOM I russes, t-ort merce, t-L AU40, 0e51gn La ALUSs.Wn1 ID:bgBJJuT4J87YN WOW1 j6wbczWgy4-nseM l wmn7WH6 9-8-9 14-4-4 5-10-4 4-7-10 hu Apr 12 16:02:24 2018 Page 1 'nY?CfA1 KcOY2iGkUoA_szRQcj 4x6 = Dead Load Defl. = 3/16 in 4 5.00 12 1.5x4 3x4 i:- 5 3 ` 4 6 �yyTT 2 Io Hi I 61 ee ee e 8 e e 3x4 = e SUB 11 3x4 7 3x8 = 4x4 = 3-10-6 9-8-9 1 19-5-3 3-10-6 5-10-4 9-8-9 Plate Offsets (X Y)-- f2:0 0 6 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.17 7-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.37 7-12 >504 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 87 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 675/0-6-0 (min. 0-1-8) 2 = 203/0-8-0 (min. 0-1-8) 9 = 980/0-8-0 (min. 0-1-8) Max Horz 2 = 119(LC 16) Max Uplift 6 =-264(LC 13) 2 =-199(LC 8) 9 =-378(LC 12) Max Grav 6 = 675(LC 1) 2 = 227(LC 23) 9 = 980(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-760/608,4-5=-746/622, 5-6=-1213/1056 BOT CHORD 6-7=-872/1103 WEBS 3-9=-904/900, 3-7=-446f748, 4-7=-52/303, 5-7=-540/650 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) one; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for me bars and forces & MWFRS for reactions shown; Lu ber DOL=1.60 plate grip DOL=1.60 3) This truss has bee n designed for a 10.b psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 264 lb uplift at joint 6, 199 lb uplift ai joint 2 and 378 lb uplift at joint 9. LOAD CASE(S) Standard 5mler�rleesrti—filyree!"IVA 117GF InsgrsfufP'A GEARAt 1f1NSA[DA 1iIDA5 C1S10N�CLR7jACrlGLTfr;NFNP Is'.Yerrfr ndp iaiaden eedteslodecn MimsDe:!oUreviyjff4; u4 lhldicayl.iexb!D r1.Idssmf S1mfh!rme. udess ellaeiw ddtdotleiD ., I11itiRFu9r1Y.essldif: aeIWN1DDta6eedd. As elms Dal3F EF0rtsr I.e,sle:!dtr bge*! ,M1!udno110ARpre3edcmuRSlxedtle rrd!tdnd ee; edea reynsililtlf'er tle dts!p.etlees nelRs[t''d!I ectlelW odl, Na17FI. IW 6!si, nsRasfuR.!rrt:eatndnR:. seaafirry Anthony T. Tombo 111, P.E. ed estdfr!iL ss6t ur{dldig rslk RgN!iWttlr dit DYltr,ifl DIklf FdhFtitd F•yedat5e{dlfig Da!rn',9C&RdtddtllfK,t13!:;altle litdfa:{a3 nferzi R.l. le g3RR!df7e fDDnil Fnfidd eeedfit init.u�efiulalcd.s!i!gt, UehllaAUFFltteisg 36i1MH.!rpf;nta.tfid � 80083 ' Rer;itaA7ts!,rtetFrlfn:efu.RirzkiufcalieRxNDFillnrr�rte!ml;nldn!sdllt{Nfuf(F¢rsetlsde7lzevdla$Ofp!!tsEed4ritlFalsNAaerdnm34rpm! pAnt_ 4451St. Lucie Blvd. A.".dribuilrobtideyed e»eomnigIT irmtsic�dRi heiress tennferuea!sSET N10.101slpu,aim%Srsaib ef.arli !a q. An (9-aratasaeeseldiedhTPiL Fort Pierce, FL 34946 (opinigh102016A-I Roof Trusses -Anihony1.Tom6oIII, P.1. Reproduuionofibisdorument,inaoyfurn,isprohihBedwithcut!lhewritlenpermissionhounA-1RoofTrusses-AAthnnyl.TomboIII, P.T. Job Truss Truss Type Qty Ply 70373 D24A Half Hip 1 1 A005t921 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL '34946, design@altruss.com Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:24 2018 Page-1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-nseMlwmn7WH6V7o4pCnY7CfC01CFYz2GkUoA—szRQcj -1-6-0 , 3-10-6 9-0-0 14-2-10 19-5-3 1-6-0 ' 3-10-6 5-1-10 5-2-9 5-2-9 4x8 = 3x4 = 1.5x4 11 3x4 = 1.5x4 II 3x4 = ' — 3x4 = 6x6 = 3-10-6 9-0-0 14-2-10 19-5-3 3-10-6 5-1-10 5-2-9 5-2-9 Plate Offsets (X,Y)— [2:0-0-10,Edgel, [4:0-5-4,0-2-0], [11:0-2-8,0-0-121 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.03 8-10 >999 360 MT20 244/190 A TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 105 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 680/0-6-0 (min.0-1-8) 2 = 24910-8-0 (min.0-1-8) 11 = 915/0-8-0 (min.0-1-8) Max Horz 2 = 253(LC 12) Max Uplift 7 = -294(LC 9) 2 = -182(LC 8) 11 = 411(LC 9) Max Grav 7 = 680(LC 1) 2 = 249(LC 1) 11 = 915(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-754/482, 4-5=-665/531 BOT CHORD 9-10=-520/622, 8-9=-520/622, 7-8=-531 /665 WEBS 3-11=-812/846, 3-10=-437/661, 5-7=-809/647 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294 lb uplift at joint 7, 182 lb uplift at, joint 2 and 411 lb uplift at joint 11. LOAD CASE(S) Standard Zt&n,i,r tknetla,gElr rn!,q INe'A F 1OGF I19iSsS{'SfttEP} RIP.114TEINN d CONDITIONS E ISiDNj'BIW:I') A(ANDbtfCStrENi' 6sv,. Witt Aesip Eut9NFn if iTted. n"hisle's Dn1E1II-isl(TIAP W FEF ANEkyT.TurbefiC CL IFlaene llcel6sirene. UdusalerrisF tltld testa1DD,smp 1IP[deseml!CessNil{hoidt.,kIDD IsNe,t11i. Aso tilrfit:sllllti FLr:OF!fI1B f!SEFtlIEI!EE'bt ItF IFs:[Rti the ss;,eTms2FyndnIl!TDDosy,oda11H.1[ei!sgo nnrrpntn,6el:epardnns, stnolurT Anthony T. Torrho III, P.E. >Ane ofaus Ims'-sy1d1141ifleerorufOilnl d11Aa..". IN 0-6.4,rueh;ad Ih ld!Eq Deurct!, as Nen,tnt FEW 6, Ibf I fit hrdla'6r;n1-1MI. It, appeal. d0e IDDeal gheld ued6,Trns,i,dDgad tram AsnI, 16rrej,.0411T,t c80083 IE, l2;:fa;Dn:ga,d Qd-,M�!. L(u!es snal!eIEelDD rd In lrArtestai r,iiNn,sdn,I,ildq(tuyam SAery K,snFnn{�I;;,N!sEd 4}iNMSNA rt,relnex,d:a gur,!p,:dm�� IPFI Eshcn4em;eni4 aes rsld3,sE2,T!ns Desir,n,i!ns DesfgFyia,nmlTmsMmish:v,wxss 4451 St. Lucie Blvd. AERIse/Ftud lro(,a�eped FpehrrDiglT dl;N:n icttisei lleinss reslaEgi,ueis NOT Ca ld du;CFsir,eyrtTnuNp.:a Eqn,ere':®;N+DLay AllgSd�rd!e.os,remONad t,TlAI' Fort Pierce, FL 34946 (opTTilh102O16A-I Roof Trusses- AmhonyLloathe 111,P.t. Reproduoionofthisdomment,inonyfomisplohibAedwithoutTheoetitlenpetmissionhoolA-IRoolTmsses- AnthonyT.Taub III, P.E. JoL1 Truss Truss Type Qty Ply AO056922 70373 D25 Hip 1 � Job Reference (optional) Al hoot I cusses, t-on: coerce, t-L s4a4o, eeslgnr`aa I LFuss.wm P s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:25 2018 age 1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-F2ClEGnPugQy6HNGNvInYQBLokyEHVzQz8YIW IZRQeI 10-5-3 0-8-10 3x4 = 1.5x4 I 3x4 - 4 5 6 Dead Load Deft. = 3/16 in 5.00 F12 1.5x4 3x4 !�- 7 3 17 v I 4 8 2 Li 82 Iv 9 a 11 3x4 = 3x6 II 10 3x8 = 3x4 = 4x4 = • 3-10 6 9-8-9 19-5-3 3-10-6 5-10-4 9-'8-9 Plate Offsets (X Y)— [2.0-0-10 Edge] [4.0-2-0 0-2-11] [6:0-2-0 0-2-111 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.57 Vert(LL) -0.17 10-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.38 10-14 >498 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.01, 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 86 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 8 = 678/0-6-0 (min. 0-1-8) 2 = 214/0-8-0 (min. 0-1-8) 11 = 966/0-8-0 (min. 0-1-8) Max Horz 2 = 112(LC 16) Max Uplift 8 = -261(LC 13) 2 = -209(LC 8) 11 = -360(LC 9) Max Grav 8 = 678(LC 1) 2 = 236(LC 23) 11 = 966(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-780/630, 4-5=-647/660, 5-6=-647/660, 6-7=-765/643, 7-8=-1209/1046 BOT CHORD 9-10=-859/1096, 8-9=-859/1096 WEBS 3-11=-887/861,3-10=446f764, 5-10=-35/292, 7-10=-516/603 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10 Vasd=132mph; TCD Cat. II; Exp C; Encl., and C-C Exterior(2) : exposed; end vertic, exposed;C-C for met reactions shown; Lui DOL=1.60 3) Provide adequate ponding. 4) This truss has bee chord live load none loads. 5) . This truss has bl 20.Opsf on the bottoi rectangle 3-6-0 tall h bottom chord and ar 6) Provide mechanic to bearing plate cap, joint 8, 209 lb uplift E 11. LOAD CASE(S) Standard Vult=170mph (3-second gust) =5.Opsf; BCDL=5.Opsf; h=20ft; 3Cpi=0.18; MWFRS (envelope) one; cantilever left and right I left exposed; porch left fibers and forces & MWFRS for lber DOL=1.60 plate grip to prevent water designed for a 10.0 psf bottom current with any other live ten designed for a live load of n chord in all areas where a ✓ 2-0-0 wide will fit between the y other members. sl connection (by others) of truss ble of withstanding 261 lb uplift at t joint 2 and 360 lb uplift at joint Waeiry fleeseNunpNt rA!ier Ih'41IOG`IT55!Si'3EU(P}6EAilltfEINSd(Gkill[kS(JS10N('dL7cl'jS(itlLfii:EGSMEMr lon,T"eft9Feite taivetns aed m^S ages weNcLess 7eeQi!nriar lrfwj ers rte Aetlwrr.rsa5a11',LLMueat Sint blonese. Odess Ftlxrise tldd en tle111G,u'p 1ldTekomemrp:FhssSilihlsel6r th7DGlahrel1l. dleLns Desip hplrxstii.e,dpendlf h(IneAr`;,t'etdnFryIDOreprzseFisnnnorta;e et s,1, Auludeq'eee;lld rzgnslllintb;filels:pol ch VOTnes dep:nednlle TdDadt, Fl OOR. Be dn1li Fssmpnew. losd:Fpsnhtlxs,smelnry Anthony T. Tombo IIl, P.E. Fdlsedttu Tmnft!Onktld41ltlkflSrni111111tdi4e O'neena Gvxifaa!no!iefd Fpx Intl, lduin Genf.@—tondia: IK,Ih It(ad He litd 1. qnode cad Mi. Th ryplrll dth lGG end nrfield ueef6, Tnoscindefiq exdrv4 A!rye, W.11 in ' ad hebgs�il[Mtia nips, 1:,0 x 80083 Ih{tilapGlspa!Its((9'rIM!.:iiEF`eeSlAcs&TOOoAhep0.luesMipildees1111o1.16q(CGrnetlhlei(I2S'nEIIBejKSI;TITI1fIldItR1InSK.ie!ere111—dfi,gentalFl.c TPA loss 4451St.LucleBlvd. Id:es•isr lsfiesllpo6v;w lged etnumhq ltdlpm�ss lm?sad i{eTnss CeslaEryinno iseGT Ce{a%at:Asi}aeynT;e!s Sps`Aa 6pnwc®r�rar�rT. du ly tdnedte:ms nAmdd�d t>iTn. Fort Pierce, FL 34946 (opyriphl02016AA Red Trusses -Anthony T.TomhoIII, F.(. Reproduction of this document, in any form, isfumbihiiedwithoutthewrittenpermissionfromA-1RoofTrusses-AnthonyLTemho111,R.E. Job Truss Truss Type Qty Ply 70373 D26G Hip Girder 1 1 A0056923 Job Reference (optional) r, a. 0 5565,�„ ,_,�, �� ya, su, ucbeyrskwd t asubb.wrn Run: 54.120 s Dec i i 201 r Print: 8.12u s uec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:26 2018 ID:boBJJuT4J87YNWOWI i6whc2Wnv4-kFm7Rrn9fRYnkRrTyrinrldrrkf3iAkAcnvi7RnW W' !:rU 5x10 MT20HS= 5x10 MT20HS= Dead Load Defl. =1/8 in 3x8 � 3x8 II 4x6 = 4x6 = 7-0-0 -1 6x6 = T o) Io LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.24 6-8 >958 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.21 6-8 >999 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) -0.06 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 94 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-113-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-9-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 1690/0-8-0 (min. 0-1-8) 2 = 1807/0-8-0 (min.0-1-8) Max Horz 2 = 94(LC 12) Max Uplift 5 = -1475(LC 4) 2 = -1576(LC 4) Max Grav 5 = 1690(LC 1) 2 = 1807(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3799/3389, 3-13=-3489/3236, 13-14=-3489/3236, 4-14=-3489/3236, 4-5=-3808/3401 BOT CHORD 2-8=-3045/3436, 8-15=-3091/3479, 15-16=-3091/3479,7-16=-3091/3479, 6-7=-3091/3479, 5-6=-3058/3445 WEBS 3-8=-753/801,4-6=-762/803 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch 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) 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) of truss to bearing plate capable of withstanding 1475 lb uplift at joint 5 and 1576 lb uplift at joint 2. 8) Hanger(s) or -other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 321 lb up at 7-0-6, 114 lb down and 165 lb up at 9-0-12, and 114 lb down and 165 lb up at 10-4-7, and 240 lb down and 321 lb up at 12-4-13 on top chord, and 418 lb down and 538 lb up at 7-0-0, 111 lb down and 151 lb up at 9-0-12, and 111 lb down and 151 lb up at 10-4-7, and 418 lb down and 538 lb up at 12-4-7 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=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 2-5=-20 Concentrated Loads (lb) Vert: 4=-192(F) 8=-418(F) 3=192(F) 6=-418(F) 13=-114(F) 14=-114(F) 15=-96(F) 16=-96(F) tWadry-Neste durgMrrssieetie'AlIOG:I1'!S56rQtrE1'16FAEtltffWSB(O6gfRGeS(OSIOMj Et7]"; 7(I[MGdt6R'aNE raise. fe ydedre rumelen ead«yeatn aetaslnss ges!a 7raMiyll[ ui ms Adluy7. itatt C;r.L idaeae Slese tskre xs. Udsesdle+iss ddd sctYeTUD. � NATeknanunr p!e!es chill!a nelhr ma IDDlaSe sdie. AsaLas Design Eapuu{LespeIdly Gpssy iths ssdsnylDO(epicsedssme pmn a Mpfeseiesdeup:ecsrlaprs/oesitlNr4,1le1n:pnettEesspeins d'aitld eatle leD od1, uneerlPN. 7tx deslgaassmpises, Icr2:e7usEmus, smdilrt Anthony T. Tombo llI, P.E. a,AatedOls Imsst-1101C.1 It the respeosiWity efth0wr,th11 ds aAssvilepal er&W&I Duirrtr, missnitd dlis Kits it' -6lalad Wiergade.11?1-. lie gpnsaidthe 100 cad air WA as, dBt Tress.W,fiq Eai5m}sn;gsJutdiiu at!laneg sheii4s no ruptatlliyo S80083 thh iftghs:gs: ed Qa:-retac Ai s3s ssiams tEelUDMln rrminsaa7 gaidetlsasdtla hilWg ti¢ymMSds7 himrHeaRCSf pMisEed ht l%MSI(A vereWmW!npsmlp4mn. RH hire:;0anspSraaAlin[m1d!i:sdIzu,siss 4451 St. Lucie Blvd. ekervise Ideal lye crod greed asse6+erbl iydi Far.;" lestAi TheNss hsiga Fryieeuls AOi pz raAag Cettper,uTnss Spsim Eegiser r:'cry Sul7isp. 4liq!tdaadte;nsueasdetaedlaRil. Fort Pierce, FL 34946 (opyrighl02016A-IRoofirusses-AnihonyT.TemhaIll. P.l. ReprDslustion of this document, in stiryfairs, is probibiled withoulthe wrinen permission from A-] Reoffitisses - Anthanyl. Teethe 111, F.E. Jol? Truss Truss Type Qty Ply A0056924 70373 E01G HIP GIRDER 2 1 Job Reference o tional Al Root I cusses, Fort Fierce, FL J4y46, aestgnLaitruss.wm nun: tw. tcu s vec r , cu r r nun. o. t<v ID:bgBJJuT4J87YNWOW 1j6wbczWgy4-kFm7Rco2f8YpkRxTxdpO4dkZK8NA00EZBoHH, -1-6-0 3-0-0 7-0-13 , 10-0-13 1 11-6-13 5x6 44= 1 4 5.00 12 12 1 W1 W1 to 5 2 m 6- 8 16 7 ° n 6 1.5x4 11 3x4 = ° 3x4 = 3x4 = 3-0-0 7-0-13 10-0-13 3-0-0 4-0-13 3-0-0 Plate Offsets (X Y)— (3.0-1-8 0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.06 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.04 7-8 >999 360 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MS Weight: 45 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 5) " This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the botto chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall b�i 2-0-0 wide will fit between the BRACING- bottom chord and an other members. TOP CHORD 6) Provide mechanical connection (by others) of truss tructural wood sheathing directly applied or 6-0-0 oc St St to bearing plate cap�ble of withstanding 519 lb uplift at pu r joint 2 and 449 Ib uplift at joint 5. RD BOTCHRigid 7) Hanger(s) or other connection device(s) shall be aeilOing directly applied or 7-5-7 oc bracing. provided sufficient tc support concentrated load(s)108 MiTek recommends that Stabilizers and required lb down and 116 lb up at 3-0-6, and 56 lb down and cross bracing be installed during truss erection, in 66 lb up at 5-0-12, and 108 lb down and 116 lb up at accordance with Stabilizer Installation guide. 7-0-7 on top chord, E nd 120 lb down and 94 lb up at 3-0-0, and 19 lb dowi and 58 lb up at 5-0-12, and 120 REACTIONS. (lb/size) lb down and 94 lb up at 7-0-1 on bottom chord. The 2 = 585/0-8-0 (min. 0-1-8) design/selection of such connection device(s) is the 5 = 585/0-8-0 (min. 0-1-8) responsibility of others. Max Horz 8) In the LOAD CASL(S) section, loads applied to the 2 = 42(LC 12) face of the truss are doted as front (F) or back (B). Max Uplift 2 =-519(LC 4) 5 =-449(LC 4) LOAD CASE(S) Max Grav Standard 2 = 586(LC 19) 1) Dead + Roof Live (balanced): Lumber Increase=1.25 5 = 586(LC 20) , Plate Increase=1,.25 Uniform Loads (plf) FORCES. (lb) ( ) Vert. 1-3=-70, 3-4--70, 4-6=-70, 9-12=-20 Max. Comp./Max. Ten. - All forces 250 (lb) or less except Concentrated Loads (lb) when shown. Vert: 4=-1O(B) 8=-4(B) 3=-10(13) 7=-7(B)15=-7(B) TOP CHORD 16=-6(B) 2-3=-765/707, 3-15=-669/699, 4-15=-669/699,4-5=-766/727 BOT CHORD 2-8=-589/663,8-16=-600/669, 7-16=-600/669, 5-7=-610/663 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. af!dtg•rlw:tNu/gNJre!itxldt AIIDG:IeuSSS ftlElj6(REIIt(fINSB(D611U9f(OS10Mj:178; (eM8AtE2uMFNi hrc TFrdthopp. dtna>dread.tIn wit I'm DesgaD!o.iltKV;mlat1dtupl.TahTO, I.E.Idum51.1hflreee,00u,aMer.ivadduA,ED, WTtkloteMtr ra!es slsllMrsedhr Ke rlDfakolil. AsaLvss Des13o 6glux(Le,53e1hllp hgicte;;,p: uol to vglDD re3resems reuur,w:edse ppinand ugtFttlrgrzsptpllltlra;helu:gad Nustg3eTnss de3:n.4 dttleIDD deit, otdn lr4l. Itt Etslgn nwn3lum, hrr:F�mAnm, wtltmr.3 Anthony T. Tombo III, P.E. al ose d+i!s Tro:shrMidifirg istde res3xtiFllnrd 0nen@eD.uisrtisi:,l Fgr9utk ldilirg Dni3nr,etattdtddful0.(,d:12(wdtle la%ImYt31.11 MIMI. IIeiprt Ftd d lte TOD ml FwlrcldrstdhtTN3s,iodititg R'c'diiL3t!I!FJe,hshlldiu wl Ll,a3shd4Mreo fepwtid:tdd 80083 ' atea:et3DWI.,WU44N%ILI!WesW.1e thEDsA1h otim 1pitfl el dh!W16.1(FrsiutdSdehha-tuI'M,I'Ms(elh In" SNAnerel W'"t 4451 St. Lucie Blvd. t9erise lditFl 1po6dztl ogresd 1pld ll.WROy ltdl gtrt:Ft late!tes. the inns Cen,�Ed3itur!s 1C1 Ct 1uMtgDts!per,rtT:es53s:v Eyn:erdap�&I. U!1gda4ftasneotdedhT?f1. Fort Pierce, FL 34946 (opyrighi(02D16A-Iloaf busses-Anihony1.Tombolll,1`1 Reproduuiondthisdorumenf,inonybam,isprohih9edwitheuthewriltenpermissidahomA-IRoolTrasses-AnihanyT,Tombo111,R,b. Job Truss Truss Type Qty Ply 70373 E02 COMMON 8 1 A0056925 Job Reference (optional) Fri Roof Trusses, Fort Pierce, FL 34946, eesign@altruss.com Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:27 2018 Page ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-CRKVfypgQRggMaWfIJKLFdrHhCYjYIRdQS l gbBzRQcg 1 6 0 5-0-6 10-0-13 i 11-0-13 1-6 0 5-0-6 5-0-7 1-6-0 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 562/0-8-0 (min. 0-1-8) 4 = 562/0-8-0 (min. 0-1-8) Max Horz 2 = -60(LC 13) Max Uplift 2 = -423(LC 8) 4 = -352(LC 8) Max Grav 2 = 562(LC 1) 4 = 562(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-621/1341, 3-4=-621/1341 BOT CHORD 2-6=-1041/509, 4-6=-1041/509 WEBS 3-6=-558/210 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4x6 = 1.bX4 II CSI. DEFL. in (loc) I/deft Ud TC 0.57 Vert(LL) 0.06 6-12 >999 360 BC 0.38 Vert(CT) 0.06 6-12 >999 360 WB 0.09 Horz(CT) -0.01 4 n/a n/a Matrix -MS 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection. (by others) of truss to bearing plate capable of withstanding 423 lb uplift at joint 2 and 352 lb uplift at joint 4. LOAD CASE(S) Standard c� 0 3x4 = PLATES GRIP MT20 244/190 Weight: 39 lb FT = 10% KNeie!-Tlweticatry8gttfuafse'S1100E 8151rSj iEtIECI, 6EAEtt! TEIpS 8 EOF TfI01d (gS10M{ Pk'1]�J SSe?IB�,cuSMEXi fxa. icily 7etige goevden eel test a>tes ee ebt Less gesga giriy IRflj er41t� ANlaeel. iaxln CI, I.L telNeae Atel Ee!a;e nt. gdest otter+iu dtld ecHel➢g,a!p gJid iswetg:e!es sldikoudferne T90fale rdd. FsoLw De:ge 6prxNQ.e, ggendtT TlglfFefj.il35lel lAnTlagfeglKtnt leNN�N:�tedlll gletetnitd lq!IF!'IIg KSgntI111M;et ne lK!gariae s!t�ein:s legiael ntleTOD otig, oegN IFFI. IEe ieslgo wovptvn6rEvgoe@nw,uitelilry Anthony T. Tombo III, P.E. e:J Kedtl!s Ttoss:er ngitrilitg it the tKiwhinr ON O.toh0-isedlorited ogtd er0e Polity Design?, a astntid A Ha lt(, fseltlnitieI'd ta'I'eg nit and MI. lie tggntefelne IN CA nyliele me tfhtTnss, mdttiq k*du;sege, I.stelldin ul looq AM-n witsuu:tref S80083 ' the R1!4eg9K!gn�ere[t etv�.eareissetbii!etEelllaniingtmaes®IgrildnestitleGllllq(eaiaemSehryldo,mttiu;Wf,:gellisWEgine>aSIEAmtMereme5igennlg�!AmeTPtlmmt4e:esgemi4luesr29deKeftleLnsDedgeeGT:KSOn{eFagiexeadTrtssNasNet'u!et,etet: 4451 St. Lucie Blvd. eSNNte ldieHlTo(ntedegeHegav ie wtiaoglTdl guuK lKtdrd. ifeTtets Cetlga Eghurli NOi tS eAlagOrigaN,nints$s`ev EagiexrdaTleilLsg. Witgada!dteros areas ldAdlal/Fl. Fort Pierce, FL 34946 Eopyrighi(9201dA•Ifoothasses-AmImayi.Tomho111,P.E. geptoduoionalibis document, inany form, isprohlh0edwithautthewrinenpermission hem A-1AonEltesses-Amhony.lTomhoIII, P.E. Joni Truss Truss Type Qty Ply A0056926 70373 HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Ai rcooT trusses, roa rrerce, rL 3111:140, aesryn ✓a I u Ubb.Wn1 2 0 Run: 84.12Q s Dec 11 2017 Print 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:28 2018 Page 1 I D:bgBJJuT4J87YNWOW ij6wbczWgy4-gdutslpl BloXzk5r22sU92pubx72UvYsf6mN7dzRQcf 2-4-11 4-2-5 ,2 ICJ 8 Q' 3x4 = B1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TrCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.01 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.02 4-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 95/Mechanical 2 = 336/0-10-9 (min. 0-1-8) 4 = 30/Mechanical Max Horz 2 = 128(LC 22) Max Uplift 3 = -77(LC 8) 2 =-297(LC 4) Max Grav 3 = 95(LC 1) 2 = 336(LC 1) 4 = 58(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(sl for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 3 and 297 lb uplift at joint 2. 6) Hanger(s) or other) connection device(s) shall be provided sufficient to support concentrated load (s) 21 lb down and 40 lb uplat 1-4-9, and 21 lb down and 39 lb up at 1-4-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASF(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 , Plate Increase=1 Uniform Loads (pl Vert: 1-3=-70, 4-5 Concentrated Loa Vert: 8=62(F=311 Lumber Increase=1.25 3 4 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 10% "'on-rleaetlun¢arrerirrra'Ad iDCE n,Sfe('ifttFCb 6EAilltiElNSB(DFrAll6lS (DSIDMj TEI'; At1ieDGL,YuMEXI Isun Te!dy hopp,oiders Or RJ.9 .hi Tess hsp D4I.q ITIVidIN Aeduyl. TmAI DS PItdue. SEtflhfr!— llebs, Ilt—Ise odd laHPIDD,ta'p WITekoorl!rp.Easildly!BSldhflkx TDD is herd)/. AeET!MI DPSIrO E!(ICIH(1.!iSpPil!II(Etdk?rj.Ses!tI!a�yNDltp!tse6IS IEH[t('SI:IdII!p!213sSIt1CI!f4:Rf!'IIF r!sr!!SIIIIIt(A[MI IKi EiEs4 f,'[tiET!USE!P:tl!I!CH!ND0!h; 09LCPATki?sirB lfSlpAnthony T. Tornbo III, P.E. cAue!frois isssfrr nprdldirelslAe ldpnsitila.dru Dn!a.fleD z!is!d,�.ie!d!;..af erlAe tulllh Dniper,at`z snhrtdfi!Ih4eh.lh:aide lrt�Am:fn, M!aila-I. �e eptmcldtle lDD olOeor held oseA6?Tnss.adrEin lad�S;sK:!p!,iuMldire ndGrrtns4ili±: o:+respsi3:':Md 80083 ' hx Caiu3 Des�s�a,!r4R¢r!Cro,.Atmesse!WitneTDD sdfhe podlasosDd.lirsdthlalkiltaapaed Will tnadns';W%pEtstsd4 rrl and II(A rterer!—Ifin peeoalp:Ami?.nrl&5rxt�>respra15�3�es[e9�!ia Cfr:T:esi Peoptt,Itess Dn'ya ripia!er�lTresskm+h:x.!!,wktsr !t!Mse/died Eyo'uaE:N epeedepeuvaaq lr dl ru;'n imd!ed.T!eLass C!sa.apaeer l; eDi to Bahag DevTier,vT,rss Sr;!a Eyir!erdm(2{asap. ill eq e?dh;as uemaermdlaml. 4451 St. Lucie Blvd. i Fort Pierce, FL 34946 CopyriAhlCri4016A-IRoofimsses-AnihanyT.Tombo111,P.E. Repmduoionofthisdoeument,inanyform,ispw6ihiredaitheutt. written permission homA-]RaofTresses-AnthonyLTomho111,P.E. Job Truss Truss'I Type Qty Ply 70373 HJ5 Diagonal Hip Girder 1 1 A0056927 Al Roof Trusses- Fnrt Piers FI sedda tied.,, M,if — --I .. o„_, o. , Job Reference (optional) D "au r r 20 i i rnn[ 8. 20 s Dec i 7 20i / MI I ek industries, Inc. Thu Apr 12 16:02:28 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-gdutslplBloXzk5r22sU92pg4x1 VUvYsf6mN7dzRQcf -2-1-7 1 7-0-2 2-1-7 17-0-2 Plate Offsets (X,Y)-- [2:0-0-0 0-1-3),[2:0-1-7,0-8-7 LOADING (psf) SPACING- 2-0-C TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 185/Mechanical 2 = 347/0-10-15 (min.0-1-8) 4 = 76/Mechanical Max Horz 2 - = 177(LC 4) Max Uplift 3 = -138(LC 8) 2 = -244(LC 4) Max Grav 3 = 185(LC 1) 2 = 373(LC 35) 4 = 115(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf, h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. Dead oad Defl. = 1/16 in q� � N N US 11 7-0-2 7-0-2 CSI. DEFL. in (loc) I/deft' L/d PLATES GRIP TC 0.69 Vert(LL) 0.10 4-7 ' >834 360 MT20 . 244/190 BC 0.46 Vert(CT) -0.17 4-7 >488 360 WB 0.00 Horz(CT) 0.02 2 n/a n/a Matrix -MP Weight: 26 lb FT = 10% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 3 and 244 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)107 lb down and 114 lb up at 1-4-9, 107 lb down and 114 lb up at 1-4-9, and 57 lb down and 61 lb up at 4-2-8, and 57 lb down and 61 lb up at 4-2-8 on top chord, and 28 lb down and 57 lb up at 1-4-9, 28 lb down and 57 lb up at 1-4-9, and 21 lb down and 0 lb up at 4-2-8' , and 21 lb down and 0 lb up at 4-2 `8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-5=-20 Concentrated Loads (Ib) Vert: 6=96(F=48, B=48) 7=72(F=36, B=36) 9=0(F=O, B=0) Ga¢isl•tSe¢seOen>lHrtetltvpe'd�11901- nif58tsalw1, R1,11L 7EtTSS B(D 11CAMS7O111'"3'IACKAIDi14 I.M.ir:Ay Sevyolmmrlen¢Nrr.!¢¢lesplfislins 9n�DrsviyllG;;�u%IEe I¢p¢erl.lertba BC7.Llerrr<eNzot7kareeess. Odes ¢tlarise sMder:IlelDP,ca!p glTe'ztwramrr:cSssSil!:x¢tedl¢rpa79Dto ue relit ASCII.,Dail¢RVW(i.e,Sm.RfF.rasepeuo!n¢ey IDDalresaprt.wuo., dpe lydasWd ett ee!am nyPnldl!itrir pe ln:Tndthe sepTress&apltJ.0,TOD ot7, M.F0. i� eni�r nsmNue. bc4 mNtiw�s.iptifry Anthony. Tom6 I cACsedpsL sS4req wing is lie re,twili!ay Iftwo er,&Ow sCaSSCm¢!¢eredrth Wilts Oesiftsr,mtpo¢pndps l9(,pe"u:¢edfle 41diNkzf ndcrai R:l.le¢O7mddtle IDO Cd ¢n Oell Csedpsims,iCdltirxhta .ss;efI,inp!Idin C¢lim" SWI.4 to rarutni:!:het Y o 111, P.E. dat-dz Day ux Qd•¢ra: AI': fE3, SetWt;pl ADD e¢iI'ce ,�i(eii�t i1dn Ultl. pilti¢(ur en Ia :ndln;6(Sf, lisie3' I31¢d SlfA eerefinexWtn �aa,Cl roiASrt:, TP�I Es5raspenS 4;!aes ¢tben CpeL.s Dtsl e6lnss Des: u •erCCi lmaMa¢¢I¢,Aier,axa' 180083 r r 1 ' M t1 4451 St. Lucie Blvd. ¢4erim ldie¢iiy¢{eaGntepe�an¢p+rlrtiaf lydl yut:n!mdred Tle7nssCtslCa.q�¢ails DC7 iSe t✓tkp7 rC,faer,ni•us Sys!ea Ey rsern©y4¢JYy�. ell lcp!u>i!nas near iermei la17F1. Fort Pierce, FL 34946 (optTi0l(G2Q16A-Iioef hisses-AnlhanyLlsomballl,P.t. Reprodotlionafthisduumeni,inany form, isprohihOedwithout thewrivenpermission fmmA-1RoofTrusses-AnlhanyLTomb III, P.I. - Job - Truss Truss Type Qty PIY A0056928 70373 FIR Diagonal Hip Girder 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:29 2018 Page 1 ID:bgBJJuT4J87YNWO W 1j6wbczWgy4-8gSF4egwy3wObug1 clNjiGMOzLGyD IyOumWxf3zRQce -2-1-7' 4-11-11 9-10-1 2-1-7 4-11-11 4-10-5 4 Dead Load efl. = 1/16 in 3.5 12 11 3x4 3 M O' th N wi w2 2 1 Q 6• 12 7 13 6 2x4 2x4 11 5 3x4 = 4-11-11 7-2-10 9-10-1 4-11-11 2-2-15 2-7-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TELL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.18 6-7 >652 360 MT20 244/190 TCDL 15.o Lumber DOL 1.25 BC 0.90 Vert(CT) -0.15 6-7 >772 360 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 47 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 3) ` This truss has been designed for a live load of BOT CHORD 2x6 SP No.2 20.Opsf on the bottoni chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall b}� 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 4) Refer to girder(s) for truss to truss connections. Structural wood sheathing directly applied or 5-8-12 oc 5) Provide mechanicE I connection (by others) of truss pudins. to bearing plate capable of withstanding 146 Ib uplift at BOT CHORD joint 4, 520 lb uplift at joint 2 and 348 lb uplift at joint 5. Rigid ceiling directly applied or 6-3-12 oc bracing. 6) Hanger(s) or other connection device(s) shall be MiTek recommends that Stabilizers and required provided sufficient to support concentrated load(s) 54 cross bracing be installed during truss erection, in lb down and 51 lb up �t 4-2-8, 54 lb down and 51 lb accordance with Stabilizer Installation guide. up at 4-2-8, and 97 lb down and 116 lb up at 7-0-7, and 97 lb down and 1116 lb up at 7-0-7 on top chord, REACTIONS. (lb/size) and 77 lb down and 40 lb up at 1-4-9, 77 lb down and 4 = 177/Mechanical 40 lb up at 1-4-9, 16 �b down and 56 lb up at 4-2-8, 2 = 602/0-10-15 (min. 0-1-8) 16 lb down and 56 lb p at 4-2-8, and 42 lb down and 5 = 350/Mechanical 101 lb up at 7-0-7, and 42 lb down and 101 lb up at Max Horz 7-0-7 on bottom chord. The design/selection of such 2 228(LC 22) connection device(s) is the responsibility of others. Max Uplift 7) In the LOAD CASE(S) section, loads applied to the 4 =-146(LC 4) face of the truss are as front (F) or back (B). 2 =-520(LC 4) 5 =-348(LC 4) Joted Max Grav LOAD CASE(S) 4 = 177(LC 1) Standard 2 = 602(LC 1) 1) Dead + Roof Live (balanced): Lumber Increase=1.25 5 = 350(LC 1) Plate Increase=1.25 Uniform Loads (pI6 FORCES. (lb) Vert: 1-4=-70, 2-5=;-20 Max. Comp./Max. Ten. - All forces 250 (lb) or less except Concentrated Loads (lb) when shown. Vert: 9=62(F=31, B=31) 11=-85(F=-42, B=-42) TOP CHORD 12=-7(F=-3, B=-3) 13=-68(F=-34, B=-34) 2-10=-1036/822,3-10=-973/828 BOT CHORD 2-12=-911/969, 7-12=-911/969, 7-13=-911/969,6-13=-911/969 WEBS 3-7=-454/478, 3-6=-1108/1042 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5:Opsf, BCDL=5.Opsf, h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ¢eeiep"IlEesetksnrplirr=.liert§'dp{OD;n55rS iEllEPj 6Ep:liC tE1NS 8IDlaiIDSS(DfIDN;s"�il';`�iiMGdL3SssEX"i fen rerLy 7eupe pusmJers eadre:dnzt?sasasiitss0e:�0ir+i:glllfi-; rti ltR ltllurLrexh>A4 LE{dnesE 4nEst:Srzwe. Ud!ssctle(rise dst:i ee6elOP,saj H1TEi tnce:se(pie4s sleE:�esedhrtEe l8pla5e!Elil. AseirKs Deslpv hylue{L•.su(idtp 6dax�3?S!9I 19 e4rNgflrteINie6[Iupk9te El lOeprei?tf14{d ece':OEetlep eeepHfllllitp'e:'152IK4ktdl{E ¢'kyErrEes F?pid?{eetle7gD adr,Nei•'N. 7s ies!pannmpliees,letFepuednws, t!ildilry F'I1flIIhiS I.Tf1Ek'18r{tYlilt(Ifl{trlSrN!21IIIIA(SPOfl[LI{ROWA(ffF YRHEJCb B(I{!{Lillllg hESlpM'.OME letei16it111 'S?ii�9d Ht I0 {X:L!Cj(llF ffi3 Rwl.iilkj(((!F dtI: IPP 93I eer lldd llE e}I!?TRSGWJ EIEf R.-�5'.3.SR(Epe.lesllll&1119 EIEL lLL"J Sl3I Ae C`2 rE.p.•9iS61e EI Anthony T. Tombo III, P.E. z80083 Ili CMixpDEs;wE er&r[4:eME.t1'razs setui:elt¢IeD nllae pi�i[es(adpddirsdriE 6nlli¢i(uary aevt SAEg te`a•ostlee;IXSf, pd115tdep r7lcdsFG n2rd.¢�ES;er pee(mtmdx(_RFluins3?:tsgta.4 mes tslEacm e'Kalnss Desi�er.T:ess Jes: upeEresdimss Mavh^aer,a'ess iheTrtssDt;laftl is NDT:a{e�rsp.K:pau,vTnss SyS?a Eepnardeap ha17n9. UI 4451 St. Lucie Blvd. E3E^sise ldie(!{ra69red Ep(cHEpeenemtiephdl{M:Et ic�drei Beer � Eq7u�!b?e•as eEmddmelhirFl. Fort Pierce, FL 34946 (opkpight02DIdA-lfoolTresses-AnthonyT.TomboIll.P.f. P,eprododionofibis domme(A,innoyPorm,isprohibited withoNifiewritten permission from A-1Roof Trnsses- Anthony LTomboIII, P.I. , Job Truss Truss Type Qty Ply 70373 HRA Diagonal Hip Girder 1 1 A005t929 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:30 2018 Page A ID:bgBJJuT4J87YN WOW1j6wbczWgy4-c00eHzrYiM2FD2FEATuyFTv7VlemymM96QFUBWzRQcd LOADING (psf) SPACING- 2-0-0 CS1- DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.10 6-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.16 6-7 >741 360 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 374/Mechanical 2 = 506/0-10-15 (min. 0-1-8) 5 = 373/Mechanical Max Horz 2 = 226(LC 4) Max Uplift 4 = -31O(LC 4) 2 = -309(LC 4) 5 = -65(LC 8) Max Gray 4 = 374(LC 1) 2 = 506(LC 1) 5 = 41O(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-877/364, 3-11=-845/383 BOT CHORD 2-13=-472/844, 7-13=-472/844, 7-14=-472/844, 6-14=-472/844 WEBS 3-7=0/299,3-6=-916/512 NOTES- 1) Wind; ASCE 7-10• Vult=170mph (3-second gust) Vasd=1:32mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat.,ll; Exp C; Encl., GCpii=0,18; MWFRS (envelope); cantilever left and right exposed,; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.6.0 2) This truss has been designed for a,10:0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 4, 309 lb uplift at joint 2 and 65 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)107 lb down and 114 lb up at 1-4-9, 107 lb down and 114 lb up at 1-4-9, 57 lb down and 61 lb up at 4-2-8, 57 lb down and 61 lb up at 4-2-8, 100 lb down and 126 lb up at .7-0-7, and 100 lb down and 126 lb up at 7-0-7, and 165 lb down and 185 lb up at 9-9-5 on top chord, . and 28 lb down and 57 lb up at 1-4-9, 28 lb down and 57 lb up at 1-4-9, 21 lb down and 0 lb up at 4-2-8, 21 lb down and 0 lb up at 4-2-8, 36 lb down at 7-0-7, and 36 lb down at 7-0-7, and 105 lb down at 9-9-5 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=1.25 , Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 4=-165(B) 5=-74(B) 7=0(F=O, 13=0) 11=96(F=48, B=48)12=-94(F=-47, B=-47) 13=72(F=36, B=36)14=-59(F=-29, B=-29) Dead Load Defl. =1/16 in PLATES GRIP MT20 244/190 Weight: 48 lb FT = 10% Ncsw�p-P1s;etasce#.ff'4.th10Im"IGSSEpMar,,gtaa TW,t.Cb`G?tiGMSCIs'i1GN�tUTEA�1N4NlEP5H.E4T 4ta. ibrli.,l.st pza¢ei!ts altxstWtsniNs?toss Mil[ e`i[r;;Cpiada[ LIMIT. 11n14101 rdaem[ keng."oe. Muf.F...io swawN[M. ai. NiTttmw& rides a"s to{SSETtrt.L 104 EeV.A. 15 STr€f1 GF3 AELtIIiltEil S.'b!'.r p!ffi. Ik 4 NOY M mr.a s nI� rnhsSA22 tllll a3jRsrt9;.)iitYllt� L�il�fd PoIl?Tm,1-.iM3 2tM sdr,rytg lr{-I, Anthony T. Tombo tli, P.E. eetsse¢Edis Tsns imagr;<::.Cy3n.lxmvsdlit Crest, Yas Cxsassd9a:nh9td sr✓arer`A*gUp+a:utis:[ais'[`: YstiK tie 6CmdSeEsac@[I'ia.tslemtlNl.Ti>aNr[eddik[T?G stfwitnite ecFds Tnn;hi;�sihr, tths*,i.waxnmw�Saicr still S[assspasi6ilna'. 1180083 Aetl:uSS;siyssr of rsehassi. Alimtn set[o-tn'kTu:['iezrteci[zufgset mosdA:rz.iratas+}used SfiehhfstxsssaTt,SArm?tiN4'EE �d Sb.F ae sdaucet Stptas¢i rsitnzt.:1841ddrasMse3}osddlC'i[sead9•uts d;ssisnz Csslsaw. AossCtn}s 4dlEeu osdTrns Slseds[xa,w'[ss 4451 St. Lucie Blvd. akrarldsstdi.rR[Gri sP;tigtcrca.a76yn.hts i4n!•td TEiSsss tks s[fsyxzs isiiii lac lriiruj Gass.�cer sx Sni[a.Es¢att Elss.blliiR}1 cq Mt •i 4•sastrr[s deflettuTfTl. � For, tierce, FL 34446 reP1d651wi2016A-1pool irusses-Anthanyr.JnmbeIII, l'.L 8epsndudionebbisslnmmeol;inonglosm,ispsWhited wlthoullhewiithnptsmissinafrom A-] too] bosses -AnEAmoyLlembiBE,P.I. 0 Job Truss Truss Type Qty Ply A0056930 70373 HJA Diagonal Hip Girder 1 1 Job Reference (optional) Al Kooi trusses, r-orr rierce, r-L swawo, aeslgnLa I IIUSS.W111 -1-7-8 Run: 84.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:30 2018 Page 1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-c00eHzrYiM2FD2FEATuyFTvDBIlyp296QFU BWzRQcd G A G 12 8 9 3 4 M N N LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CS1. TC 0.46 BC 0.34 WB 0.00 Matrix -MP DEFL- in (loc) I/clef! Vert(LL) 0.05 4-7 >999 Vert(CT) -0.08 4-7 >787 Horz(CT) -0.00 3 n/a Ud 360 360 n/a PLATES GRIP MT20 244/190 Weight: 19 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 6) Hanger(s) or other connection device(s) shall be BOT CHORD 2x4 SP No.2 provided sufficient to support concentrated load(s) 60 BRACING- lb down and 48 lb up ! t 3-7-1, and 60 lb down and 48 StrutCHORD to all wood sheathing directly applied or 5-4-5 oc lb up at 3-7-1 on top chord, and 17 lb down at 3-7-1, puriins. and 17 lb down at 3-7-1 design/selection of such on bottom chord. The connection device(s) is the BOTCHORD ceiling directly applied or 10-M oc bracing. Rigid responsibility of otherrs�. 7) In the LOAD CASES) section, loads applied to the MiTek recommends that Stabilizers and required face of the truss are ted as front (F) or back (B). !1(alanced): cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. LOAD CASE(S) REACTIONS. (lb/size) Standard 3 = 153/Mechanical 1) Dead + Roof Live Lumber Increase=1.25 2 = 377/0-8-8 (min. 0-1-8) Plate Increase=1.25 4 = 72/Mechanical Uniform Loads (plf) Max Horz Vert: 1-3=-70, 4-5-20 2 = 160(LC 4) Concentrated Loa�s (lb) Max Uplift Vert: 9=-9(F=-4, B=-4) 3 =-117(LC 8) 2 =-206(LC 4) Max Grav 3 =- 153(LC 1) 2 = 377(LC 1) 4 = 100(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; \ Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=.1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 3 and 206 lb uplift at joint 2. Rru4 rlrskrieneyHT rrieat5e'61IOC; f9�5SsSjif(1r116i6t11CfftN58(CXCill0X5(DSTDNj 617�}k;kXDP: uCIIEX�I—TrAthopirlae�en iti.d totes. Ns Less Deip,D,.iar ITM, WtN Alrieayl.ieaktAl, I.E.Idme SimiTime rase. Ddns dEKain dd4lvrieTDD,w:y JhTtk( 0,11141ss IIs.,Ihrd,IDDhbe!dtl.ksTOD21yrdul[61.The Anthony T.TornhoIII, P.E. rd uedRrL ssfi,lq tdidile is skeresr-bIily0h,9—de Orvlsaa'rs,itd lgentuslelnld'up OesiTKr,gtu nd:d dtaKi?1K itti LrdIa"stir sad KI. Tht1paFtIth ioDudeylidKed10116lo.11 lrq Atilt, Wur 11t+d 280083 ' MIi13yOlfsa'eft(tm."1P1:111eFt34elAelitd2TDD19Il1er!�Ife3®dysrel�eSdthTaiideTreRti!mse,no-t�,mle><T.Tr.pNtt�alTitl/>asrfdKeniKe,aadKr!e!„ipd��.Trl�;.a:;e:�a':rTe:�aaesctkainssDed9aer.lessOes!pFayiaemmlTnssPanh;drzs;aes; 4451 St. Lucie Blvd. IX:ndse ldi,dkia(en•ml;tedeparintliey kr dl yld:Kis,dsed. TkeTnss(isiasiylter is NOT h ra ds'.esipr,rtTsSTEen kaynardoihillI43y. All 4 3.4:e.—ssildrd isTrn' Fort Pierce, FL 34946 (tppight©4O1bA-IfoetTtasses-AmbotyT.Tomhalll.P.f. Reproduuiant(Ihisdtmment,inatgfarm,isptobibitedwitheatthEwrittenpelmissitnhamA-IitD!Tresses-AntAanyT.Tomb 111, P.E. Job • Truss Truss' Type Qty, Ply 70373 HJB DIAGONAL HIP GIRDER 1 1 A0056931 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:31 2018 Page 1 ID:bgBJJuT4J87YNWO W1j6wbczWgy4-4CZOVJsATgA6gCgQjAPBnhRRy98XhGIIL3?l kyzRQcc -1-7-8 4-0-14 1-7-8 4-0-14 4-0-14 ! LOADING (psf) SPACING- 2-3-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.27 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.03 4-7 >999 360 a BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 15 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD 2-0-0 oc purlins (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3 = 123/Mechanical 2 = 363/0-8-8 (min. 0-1-8) 4 = 57/Mechanical Max Horz 2 = Max Uplift 3 = 2 = Max Grav 3 = 123(LC 1) 2 = 363(LC 1) 4 = 81(LC 3) 151(LC 4) -94(LC 8) -222(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3 and 222 lb uplift at joint 2. 6) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 54 lb up at 3-7-1 on top chord, and 21 lb down at 3-7-1 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=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-79, 4-5=-23 Concentrated Loads (lb) Vert: 9=-4(B) 6moly PRtutguegNrreaiewi"A 1 IMF HISSi (MIEPt 6ER81( TEIN Is(OACIIIOAS(�ETONICIR- )L1110&tE"u'easEl0'lorm. ier0g leilppueaders wired oatas aaliis Tnn 0esiga 0aeviatiT[W;ed tE�dd6asrT. iu2feC rE.ldeemt Aal Sehre ne. Udess etlenin dried eatleTOP,�'i �Peku¢eruq:dessSelE'r. ssedttrR2 i00laknlil. AsoTrue Bull. boatef(I.e.spetldll btlmN;,Aenebe oyT00erp,umss0 ems"n d Be paleutud vibeer0anspesllllarfortldKicositk iq,Tou depdd sa tie TOOodp, adtePH. Tte estgasnnpaiees,od4gotdntes, sendary Anthony T. Tombo III, P.E. H ssedt4is inssSr ear rrihal is lierupn<Mill drx0—, 1140 se ssAoriad id ertle ratl(ieg Desitaer,�s$ seen" 0 Ik R(,ee 0: "Jae lmd Aaldq uit.1%1. Is qjm l due IN ad urfiellmt dire Tms, udeoq padlImg. mete, 1011d , ud Mixg std(4e IL-wF 04.l.d x 80083 ' Ibtr.V'4eg0eslga�eclU"& AR.4,.1.1slt�T00WBe,pminseel10filneseftsaGdkii(osfumSderyl>imNn(ttSl}peNUEdITTOWSlGsmulut;d41pnxa1ge4seaYNaetixstterareasi4iftiesEdUies"elussoeuper,ltruoes!r,Esgi�—sol ussN,m(e:�er,nasc 4451 St. Lucie Blvd. tllMuls(iedlrobdrad epedepa® wdfiq AT dlgulas lmehd iheTress Culp Egisnr is NOTce rd4ag DufTner, uNss Srsteo bil.etr char haihhge All Egldlydfums new Ishaed S V1. Fort Pierce, FL 34946 (opTright(f1T016A-IRoafTeusses-AnibonyT.Who III, P.l. Reproduction of this document, in any form, isprohibited without The wrilteapermission from A -I Roof Tresses-AnthonyLTomholll,P.E. Jot, Truss Truss Type Qty Ply A0056932 70373 HJE Diagonal Hip Girder 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:32 2018 Page 1 I D:bgBJJuT4J87YN WOW1 j6wbczWgy4-YP70iftoE_IzSMPcHuwQKu_aaZRpQjYSajkbGOzRQcb -2-1-7 1 1 4-2-3 12 3x4 = B1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d T4CLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.05 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.04 4-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 80/Mechanical 2 = 265/0-10-15 (min.0-1-8) 4 = 9/Mechanical Max Horz 2 = 128(LC 22) Max Uplift 3 = -64(LC 8) 2 = -235(LC 4) 4 = -33(LC 5) Max Grav 3 = 85(LC 35) 2 = 274(LC 35) 4 = 56(LC 30) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3, 235 lb uplift at joint 2 and 33 lb uplift at joint 4. 6) Hanger(s) or other provided sufficient to lb down and 113 lb u 113 lb up at 1-4-9 or 58 lb up at 1-4-9, an 1-4-9 on bottom chor connection device(s) 7) In the LOAD CASI face of the truss are LOAD CASE(S) Standard 1) Dead + Roof Live , Plate Increase=l. Uniform Loads (plf Vert: 1-3=-70, 4-5-- Concentrated Loac Vert: 8=95(F=48, E connection device(s) shall be support concentrated load(s)106 at 1-4-9, and 106 lb down and top chord, and 87 lb down and 87 lb down and 58 lb up at I. The design/selection of such s the responsibility of others. (S) section, loads applied to the oted as front (F) or back (B). ): Lumber Increase=1.25 9=73(F=36, B=36) PLATES GRIP MT20 244/190 Weight: 16 lb FT = 10% Wudq rleese ttutrghJrre!!extSe'Bd IOU TIOSSSi'SELtIll 01111fE1WSfee. Terifp dedPI.6au rnail red Pates affistress h'!F3r iyfit�r;s!a1h Id.rT,fax!>CI,LL rderene Sln!Ls'o!e ass. Ildessdhnise addtstleTBD,w!p 95TOct fmq:ressUltaP:edt:rltmTOotaiesdii. Is, Trasoesyettpraer¢.e.spornr6 ue .eeutntrsyWrtpruensrswug.'adtle, ' I deketeregnspnnuntfar th tie Madr,r,d,1M. tedeslp n:mFmm.ltd�ceP6nxe,smetnry ', Anthony T. Tombo III, P.E. cd ne delis Tress!sr ng r�I(ug Is 11e rupxsikitirydtEe Oner, heOrai s ez.+xetl P9 tr sle rdlditg Oesigser,re9tnthd dlae IY.,>;s:r; udNe Ur ks'eig nlerbi l 1. Tie gpn,d dttre 100 Wee. tidd ,,,I tie Tress, i06y ps64 vv.p, ImIlaAu ud h¢Ieg soil M N uspwd lty d « 80083 Bt hifag pes:pns:tM[M-teP:.A!l uxs se±wl:elhiODMlit pr<lises ralPiddnesdtis trllelq(P¢gasdSdtry hS!aenw{t(Sf. peNisWhrmrAS(A neretuer.<Ptn pmsel gtidmse, iPFTkres3srtspemSdfiesWdCadMress DsAPer,l,ess Oes!ye E3pxuwlTress tla�wlss'e:r,.uess 4451 St. Lucie Blvd. tltnlst lditsdlpP(eelxd Pgred tgurtvnfiglr dlpmies lmdrei TheTreu NO;,Eagunr is AOT areeraldag he;:pd, rtrress Stsea Egietrof. my§vhnr. ul rq sabh;os tre as detael!a1P6T. Fort Pierce, FL 34946 (opyrighl02016A-IReoffrusses-AmheayT.TomhaIll, P.f. Repmdudionofibis dommem,inany form, isptohibitedwithout thIawrittenpermission ham A-1Roof Tresses -Anthony LTomhaIll, P.E. Job Truss Truss i Type Qty Ply 70373 HJE2 Diagonal Hip Girder 1 1 A0056933 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:32 2018 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.40 Vert(LL) -0.01 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 360 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 40/Mechanical 2 = 304/0-10-15 (min. 0-1-8) 4 = -5/Mechanical Max Horz 2 = 104(LC 4) Max Uplift 3 = -41(LC 8) 2 = -294(LC 4) 4 = -11 (LC 19) Max Grav 3 = 40(LC 1) 2 = 304(LC 1) 4 = 42(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. 3) Gable studs spaced at 2-0-0 oc. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 3, 294 lb uplift at joint 2 and 11 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 39 lb up at 1-4-9, and 21 lb down and 39 lb up at 1-4-9 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=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 8=61(F=31, B=31) 0 N C6 O PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% Graeg•PlautleetgHgrz!hatie'A I IOD; IID�TSiiEElFfi6 311 Tim& EDNImus asialA KIE!"LIJOWIMMEr'Ixe inAf 7eslplutaelen erdrn^f eslssnSbs riess Desip Pra.iagllG7;erg tti Atttcarl. icx4 D;r.Etelerene RnlErare ne. Udesspleniu dsledmtleTDD,aaj likk®tarser pins Mt- set for ae TIDle be mid.A,Otis Desige hglren p.e,sge;Wtg 6ylus rds sett ateyWapmrtes u,Ma:e silk pragssslred esg:teeitg nopuslillarter tle lutAd IN mVros hpail mtie MD etip,erduTDFl. lk 0.ssip atsmgtuukrAagsnEinxs, sritdury Anthony T. Tombo III, P.E. esAlstelks rrtukreq1.11itg is tie respusibildyi1fx OtemN Dw.etisvN isslegidvlNfke ti+lliq Designer, tl�Kt? it" .191lrtc!ba:en(diral KI.leRy?w[d IM IN eat to field tie effSernss, W,fiq k fisg. svege, Gfillettu set todtjs IT, 1'! wpotmietly if µ 80083 ' M+MlzgOes:gni erl fsctaa!, Alisales stims tilt IDD and the gralmsatelpelmstlfie tufiii rtmp<am SMtq lah.m.1l@j peM!sw4 Meet ULim"Weaedke I'mod p ilrrm TP41 Ee5raste:ugeni4:ties tcDfn?ut'sleT?rss DtMgter,TlessDes!p6giunsas cross Baaafrh!er; s'eu 4451 St. Lucie Blvd. t3eMse lefitsiiga6fiMegse[Atgtt it vritiglr dlpm!u larzdeel ThNuDesipfeglAll ecp!dhedksms uem iflefkTtfS. Fort Pierce, FL 34946 (opyrighl02016A-IRodbusses-AnfhonyLTombo111,1`1 Reprodurli000ffbis'dommenf,inanyform,ispiohibiIedwithoutThewrittenpermissionfromA-IRaollrosses-AcikonyLTomboIII,R.E. Jot?' Truss Truss Type Qty Ply A0056934 70373 J3P Jack -Open 6 Job Reference (optional) Al Hoot I cusses, tort coerce, I -I_ :M4b, aeslgnLaltruss.com Run: 84.12s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:33 2018 Page 1 I D:bgBJJuT4J87YNWOW li6wbczWgy4-Obhmw?tR?HQg4V_prbRfs6Xnkyp79AoboNU8orzRQta _� 3-0-0 zs_n 3 5.00 MY an c� P T1 2 B1 4 LUADING(psf) SPACING- 2-0-0 CS'. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.02 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 4-7 >999 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 5) Provide meth BOT CHORD 2x4 SP No.2 to bearing plate BRACING- joint 3, 201 lb up TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 3 = 77/Mechanical 2 = 270/0-8-0 (min. 0-1-8) 4 = 26/Mechanical Max Horz 1 2 = 103(LC 12) Max Uplift 3 = -67(LC 12) 2 = -201(LC 8) 4 = -45(LC 9) Max Grav 3 = 77(LC 1) 2 = 270(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. connection (by others) of truss e of withstanding 67 lb uplift at )int 2 and 45 lb uplift at joint 4. PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;.end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ria!det•rhlSe nnitt(i( nta+ IVr117G; naSS6{'i(ll(lj6tailltf(tNgB(4e;AlIt6S(gSifiMj CN4';:t LtlCdifCGHER'ttrn. fern dtdp tutnr/en asdreedenlKmitis Lessges!ga lraviy{([�t��d.l1 lle AtnmrT, Tez1a 1[ti.lduexe4esl to ase Ke. Udesstntt+ist dde(tone NO,wj Pildweemrt'ns sldilendfu enatakuht As. Tins oeslly feglttKii.t,5tenha(hglete;,n>sed re mTlDa ntresensmraotfa:a dllgnIn, Ria@'ItCIlttOAlllatbf tlelK;jatrne SLyPTAK depa!lmnttoomt,ea(u(Ttl. Th eesao Knntritts. hrlaiotBmu.satnimT Anthony T. Tombo III, P.E. rat S.,164L ss brut W&I is ht resp'Ailat dtk0.tn.ne(f.uls eA9 Ytey-edr: lh edliq atsqur,mlk ndeddta lt(,na Rtueet hdl.Ugmtt of KI. n: Qtntdd it, coo eil ta.(¢u s Ane inst.6dtfiet laf.�,sxsge,iKMpnud hes niliMtm n!tmsi T:hd z 80083 ne teieeg gtfga�tr�finestr.. col n3s sdalle nelOD eallvti�rtesmegnldon ttmpilGq(wtatn Sderyh'A'n�n{I(tt,'pNulydb)Itl ulStiA rrereftr nsdhs genmlendne lPrl dire;nere:µn:ldainm9dlisdneTlitf TknjeK,T:KS gtS'f.1TigSt;ttm1 TIISSElA11('a`!lf.4'lSS 4451 St. Lucie Blvd. t#ts+ist Itfitt!ITa Galrad tytd tpth.r0ry lTdlineKIKdseL 71eTnss si�Tatheer is Igi Rt la;lst gKigser, ttT�ss gts.:n Egos<rdmtS.il(dtg. AJleari-14t:osnem(dadhTFILL Fort Pierce, FL 34946 Copyrighlm2016A-I loaf Losses- Ambny1.TemhaIII, P.E. Reptodutlionoffhisdoeument,inanyterm,isprohibited without thriwritteapermission hem A-IRATrosses-Anthony LTomboIII, P.I. t Job Truss Truss' Type city Ply 70373 J5 Jack -Open 5 1 A0056935 Job Reference (optional) A i roof Trusses, roR rierce, rL s4a4u, aesign(dyaltruss.com stun: 84.12u s Dec 11 2u1 i Pnnt: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:33 2018 Page ID:bgBJJuT4J87YNWOW1j6wbczWgy4-Obhmw?tR?HQg4V_ prbRfs6Xkzymy9AoboNU8orzRQea 1-6-0' 5-0-0 1-6 0 i 5-0-0 i 3x4 = 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.06 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.07 4-7 >834 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. < REACTIONS. (lb/size) 3 = 142/Mechanical 2 = 348/0-8-0 (min.0-1-8) 4 = 63/Mechanical Max Horz 2 = 152(LC 12) Max Uplift 3 = -112(LC 12) 2 = -152(LC 8) Max Grav 3 = 142(LC 1) 2 = 348(LC 1) 4 = 92(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to.girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 3 and 152 lb uplift at joint 2. Bueiq PlevutlFnagllarnie+fhe'A 1 Uff rrDiSSCSSIEI"A 69HA( TErflS b (D6:AlIDrf PJSIDMj ENS') A(CtlD3LD6NEAT fxn. Tv* hsip iumeten lA rmasiss mel3isLess Dn gsDiavinglR4 e� tttlThceYl.11adsDl, l.E. tdvnxe k:stSlaTne. Dills dl—ise skid eatkeED,ce¢ gaiekuecemrg!F.es slFlir. ndfn Rx TDD is u eaue. AsaTins Denga hpnu p.e,sx;ultyFepueri.tle led it asyRil upesens eamdenre i N polnslseel eeg!eeeriea myaesiNlttrhr tie In:gaet Ile s!epeTrns dy,nel eatleTDD ull, ader 1e41. IN deugs nsrnpues, lat{igueCmns, sefdiiag c2 eseddsinsihr eet ruiCegisl4e respesililDg elF�eO.nr.Re O+aeisi .�tl egeaf er lle tidllieg 0esitFeyuCs cxhndFu lR(, tie ir(sedHe lnd EsYsgielivll7Ll. tie l�Fnuld11e1DD asl n.fieli neA6e Tnn,irdFtiplaJ;a}snnEe, ilshlleAuudtnt gslslif: eh: respssk3,rd Anthony T. Tombo P.E. ' lie Sde Jess. ![r1 (cfiFrtas. Arleen uluis he ADD tall in tutttes� dansdii, NlAe (art an Sd izi;nmw',E('Aj lush@5 rn all sEfArterererx�i:ir eeenr dmle. IPrl k5usleln 131ies Fed/aDa a!11:Inss Deli er.T�ns 9es. Ea ermlrnss NaMMe!ecaess '- Lucie TD E+ E 7 k m w t g ea 4451 St. Lucie Blvd. F3Fr+lte dduelipahshid egfed/geeUp1l51g irdl gan.n lFttdeti rietfesI CE51.'JEIgiIt/rD ltDrire rz�agDFI:g9C erTte.K$jCeil Egieeer a'oyS.DS>r. lD gi>Waelkros neon deradla11F1. Fort Pierce, FL 34946 (epyright©4D16A-Ihaf Asses-AmhonyT.Tomba111,P.I. Repraduitionollhisdarument,inaayforegisprohihifedwithculthe written permission hoes A -I Real Tresses-AnthonyLIambIII,P.I. Job"t Truss Truss Type Qty Ply 70�73 J5A Jack -Open 3 1 �J.IoReferenceA0056936 (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:34 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-VnF87Lu3mbYhhfZ?PIzuPJ3t8M5zud1111 DiKHzRQcZ 5-0-0 1-6-0 5-0-0 3 5.00 12 rn 17 N th N N 2 1 1 6 6 g 6. 4 3x4 = 1 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TELL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) 0.05 4-7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.07 4-7 >884 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a . n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 147/Mechanical 2 = 348/0-8-0 (min.0-1-8) 4 = 58/Mechanical Max Horz 2 = 152(LC 12) Max Uplift 3 = -122(LC 12) 2 = -146(LC 8) Max Grav 3 = 147(LC 1) 2 = 348(LC 1) 4 = 93(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3 second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf,,h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 3 and 146 lb uplift at joint 2. LOAD CASE(S) Standard 6e�der-rlee:eturaiHrminw.ne ItIDDT fi0553 S[ttF1')6fD'i1LffINSd[DF:ffICSS(]SiONj SLT7')r(ILMCP'(iuGMENi'Inm. Tof9esipiaeaelinosaae,Mnon" ti:%it 96pi-iyliffirithtldYurl.Tell::;r.E.ldaene llttl EfSre rss. 0dess otlenise ddel letlelDD, zy AUTO uerenrI Tkuslillhoselfor NTDD Is It ohL Ise ir ss Desire hpnap.e,dpeeanr ionu:ri.fleedonRDDn<sTh Imp Anthony T. Tombo III, P.E. cdned+sis leessS!key 10161g1,it, fnree:tilay dr. U.I-ne 0_e'niS... l,Yiln'Iit rPVllg OnSlT[1r,a1Se[idid elrfl li(�IS31:;.1ti! hull' Snit a 1Mi. ils R�esddsk NO min.fiddgedns Tnss.iadeaas^'�>sa;ge. ioshllain witnC3+, slillte as�reslas:�a:d,+d c 80083 ' nedPo'4agDot. .4U-0r.:.tllSSlIM13n11DD1IlrYtlt�l[!S©irldaSdillGllEikrlfar9P11SdeIjI1'n'aGIN TdLf(I.SeJRInleSrrAtt:ll1.IlTei![I'Stla4:",i+I}ttLTPFLiISHSd?TSS[25:5 nSSFnId33d9:T:ISSDt41jtN,f!HSDIf{t'JpL•ttprfRSSMitA1!'fllLtEISS 4451 St. Lucie Blvd. ete.ist161elye baaaryeedno, ievingydlrmni.thdFort Pierce, FL 34946 (opyrighi 0 2016 A -I Roof Trusses -Anthony L Tombo 111, P.I. Reproduoioo Dlthis Jacinto, in any form, is prohibited without iheiwritten permission hom A4 Roof Trusses -Anthony L Tornio III, P.I. Job Truss Truss Type Qty Ply 70373 J7 Jack -Open 6 1 A0056937 Job Reference (optional) me Rvvt s e uascs, rur s rrerF e, ry o4a4U, Uesrgnlda uruss.com kun: u4.-ezu s uec i-i zui i runt: & WU s Llec'l l 2U11 MI E eK industries, Inc. Thu Apr 12 16:02:34 2018 Pagel ID:bgBJJuT4J87YNWOWij6wbczWgy4-VnF87Lu3mbYhhfZ?PlzuPJ3tOM43ud1111 DiKHzRQcZ -1-6-0 7-0-0 l , i Id 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. • DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.19 4-7 >435 360 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.22 4-7 >384 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 208/Mechanical 2 = 433/0-8-0 (min.0-1-8) 4 = 92/Mechanical Max Horz 2 = 202(LC 12) Max Uplift 3 = -164(LC 12) 2 = -165(LC 12) 4 = A (LC 12) Max Grav 3 = 208(LC 1) 2 = 433(LC 1) 4 = 132(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 3, 165 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard z Dead Load Defl. = 1/8 in o_ 0 eV PLATES GRIP MT20 244/190 Weight: 24 Ib FT = 10% a 6e:dry-flmsetlurryUrreslenlae'R 11DD1 TFISSUrSEUVI DTA'UIEWTd(DfD91DS5(151DNt i41a'; rCrlD�',ECDNEprEwe. lei oeirMrolesm1lisUws Desk Unviy if[>ChuA IM rd4mrT.T,ah C6 t.E.ldwexe sled h4�e me. UdU,6"Re didmoRT .r WTezoerrvgs!es s6iliNeseltw IN 131110 be edit. As s..,eTnse:{lid¢tke IDDm¢ooderI .ilx t'ztpa as,mpnw,lwr:e{oFdmes, uinm Anthony T. Tombo Ill, P.E. CA me dthis Tertsltt ry Mimi It lh RS{re,llllllyd OFFw,IY Comifedimrtrd Fpmei shrei(lly holeor, m tlemdeddla IM9lr(milk, IrH ld:lzlsde.1MI. Thoi;—TdIke TO Way Wien eEtie 10101d'dq tad4 range, hooldin mllm'q 54Atta 6, r$!Prr".0 80083 N PRI'gOlp!ed "ov.0.1s situ u:llelWr>fr'a{r�i¢smlpildnerdq: ruldy(FaKaM Sdery ltF!awin;ttSf,:pUlthl b1 IneedsVIA—demodl,r pnoalpedna. TPA Wavkamp^.a4?DiesWb+aan'd9,T:rss DFtipu,l!ms Den¢Eapnuml Trtssgscdr^wer,uxss r3wNu ldudlgeGAadr UAwrrruwr� 4 dl rrtx ledmi TleToshomE curls UTIh Ma D,silur,orTmssloe, 4451 St. Lucie Blvd. a 9 T P ry 3 Fyheerdeai4rU9y. ultyUdudk;o:utFtadmell,llTl. fort Pierce, FL 34946 roppilloCo2016A-I Roof Tosses -AnibonyLTomholf6P.l. ReprododionofAisdocument, inooyform,isprohibited without the wrinenpermission from A-1RoofTmsses-AnthonyT.Tomb III, P.[. Job` Truss Truss Type city Ply A0056938 70373 RA Jack -Open 3 1 Job Reference (optional) Al hoot I cusses, vort coerce, M 34tmo, aeslgnLalrruss.com 2 4x6 = Run: 84.12 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:35 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-z_pXKhvhXvgYJp7ByOU7xXc1 LmQ7d4HuGhzFtjzRQcY 7-0-0 z�1_n 12 3 4 Dead Load Defl. =118 in LOADING (psf) ' SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.18 4-7 >468 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.21 4-7 >403 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 25 lb FT 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD , Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 213/Mechanical 2 = 433/0-8-0 (min.0-1-8) 4 = 87/Mechanical Max Horz 2 = 202(LC 12) Max Uplift 3 = -174(LC 12) 2 = -159(LC 12) Max Grav 3 = 213(LC 1) 2 = 433(LC 1) 4 = 133(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8! MWFRS'for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 159 lb uplift at joint 2. LOAD CASE(S) Standard W.Wsl•hill, 4.411lmite 11.'A-113C.,TUSS5('0(I')Milli,HN& U1,:711U1S(1STUjENtl)All( 1fLaiNEtliI"&VK11,91.FulAdtrs GAsual.An albs imss llu'p gtmi(TEC, all 1 eslafl.IME,111,1.(.Will.1.1W.'re af.9alasschmat odd.0,10g,4fr Willaru:hrl:Shs slblMludfirito 11013kult Aselrns Desyl iegrxe{L!<5;eslRy6llu!rl,RlubnurIDOrepesnlsuua, asalStlulsssiudisamrirlrenenilllAtbt llelu:Eallttts:¢,ithtlsd!p:;1l0 rstleTCD y¢. uderipH.Tkllsiga xanpics. bdftpsubnul. sbtsbCy Anthony T. Tombo I1I, P.E. l:lesldsSi3l.sifrl erylrillig ifl3l R51ulitili¢dlkg.ler.tttOyftlfif34_'ild FlYb e'IIe IdI@l Duile,"af arligir it l949!i1(yOdt6(SII='t.g ylt allRl. ll sll+laddlk lCC ulcer fietl uedhaTnss.ildltisgl 37.szrye,iuh0lBn ud krtii s6bitl taaslms S:!:trl1 z 80083 IFR M:4lg0lS;.t!ulUPlRil. it a3f silo!litoTCC edln,lLV.s.J3W!lue511lee ManiC."M Sderyh.`snelna;GSf pN!stel 6i M lad SlG ealydileulto rud p.tare.TKI flCsls4lnspai46:oes udd5>s!'i: Nis gesiper,T!as]ets 1e0-1 crass Xss0.,,,v!r sS 4451 St. Lucie Blvd. etl,.Ialmldliateamepedlpluvamngailm:lsillasf ThTresst<sip:ybelfIsOCT rxlfhlUsiteruNss Sills. brislrrmyWItl lattn. Fort Pierce, FL 34946 Coplligh107016AdfoufLusses-Am600yT.TomhollhP.f. F,epsodotlianohhisdommeol,inooylmm,ispro6ihBedwit6cmthgwritten parmissionhorn A-1800tfrusses- Wary T.TomhoIII, P.t. 70373 IHP JJack-Open 14 I 1 A0056939 gn@aitruss.com Run: 84.120 s Dec 11 2017 Print: 8-120 s Dec 11 2017 MiTek Industries ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-z_PXKhvhXvgY, 1-6-0 7-0-0 1 6 0 7-0-0 4x4 = 4 11 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.21 4-6 >398 360 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.19 4-6 >448 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 184/Mechanical 2 = 433/0-8-0 (min.0-1-8) 4 = 116/Mechanical Max Horz — 2 = 202(LC 12) Max Uplift. 3 = -149(LC 12) 2 = -304(LC 8) 4 = -131(LC 9) Max Grav 3 = 184(LC 1) 2 = 433(LC 1) 4 = 151(LC 3) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10;-Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3, 304 lb uplift at joint 2 and 131 lb uplift at joint 4. LOAD CASE(S) Standard 12 PLATES GRIP MT20 244/190 Weight: 30 lb FT = 10% Wudag prase nanagNrrs+leNlee'dl NCE TIJSSrS SELLEPI,6ER;1:,fEEYSd(OR'iIIORS(OSTOnj 611�';1(RROAtfCSrlEXi'Ens+, rer6P 0sige gomden cNaai odnnea;Lsn i¢:gd 7raaiagER erd Iferds¢rl. Testa 0; t.f.Mnedee Sl tEabre¢e. Odnaatltr+ise ddel ttne100,¢!p MiTtlmet9nl:ebs sSdEM esNhrMSTODIa le ntid. Asairnl Onlp h�¢xp.e.S»:IeRr Edglreerj,fl:ud¢¢r ia0 represeds¢uapmrodtre paf.>sllud eng!aeentg rzsgunNlrtr0r tle ledfisdnes�cjeTnss ds,*'.dalmneTRRn@, taderl7H. iN respasnapuss,bHOgaaonxs, sandRry Anthony ad tie dell Tassbfor1,41141 is the rest.mlilflr of fit 0. 11,ne O- s[Avird edtd if it, Edldilg Oesil."heneaded dlle ltl, 6, It ad the bid WIT at"-1 i.le aTPmd d lie TOO edd nyfiell ne d1h, Ttess,0 fi,1k Thj,%rap, Etsblidi, setnrbg AIN ha eeepaviNy0 Y T. Tornbo llI, P.E. Wit Des�grs!rt#Qm;tdal.ROupsadad0n4TODWr¢ rMasad! UttesdiredingWt: rlM 6bmui¢, EnsENl T7lsetSKAleuleees11hr arel� pence IN r It 80083 P §° - i 1 7 '}P' P p a apmild4ies¢dd:iesdneLas Oelip¢.linsklagaen ¢l Tnss piddtearer,¢;e, enurlse ldOHipaftdad apeH e»ebxnnai lydl pn:¢I¢ehei 7leT¢ssC+tNa Elliuuls aOTf'u EdidagOtstgru,uTn<s Syx9a Eagiteerd©P6NSy. I11 giFin?dkronremddte101PL1. 4451 SC. Lucie Blvd. (ap)tigbl02016A-ERod Trusses - Anthony T.TombollLF.E.R.eputdodi000fI%dammenl,Eoeayfaro, isplobih8edwighauithe written parmissiaofrom A -I Roof Tresses -6nthonytTomb Ill, P.E. FortPierce,FL 34946 y Jobs Truss Truss Type City Ply A0056940 70373 MG01 Jack -Closed Girder 1 1 Job Reference (optional) A Koor I cusses, run rlerce, rL 3't74o, aeslgntge III ubb.wlII Run: 84.12 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:36 2018 Page 1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-RANvY1 wJICoPxziOWj?M Uk81gApTMXs2VLioP9zRQcX 3-0-1 5-M 3 4 q T2 1.5X4II 5.00 FTY W2 1 Ti � \ \ 2 \ \ B1 1 4' 9 5 4 � - 3x4 = 3x4 = 5-0-0 3-0-1 1-11-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TELL 20.0 Plate Grip DOL 1.25 TIC 0.20 Vert(LL) -0.02 5-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.04 5-8 >999 360 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a nla BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 22 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 8) Hanger(s) or other BOT CHORD 2x4 SP No.2 provided sufficient to WEBS 2x4 SP No.3 lb down and 139 lb ul BRACING- lb down and 21 lb up TOP CHORD design/selection of su Structural wood sheathing directly applied or 5-0-0 oc responsibility of other purlins, except end verticals. 9) In the LOAD CASE BOT CHORD face of the truss are r Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in LOAD CASE(S) accordance with Stabilizer Installation guide. Standard 1) Dead + Roof Live REACTIONS. ) Ib/size ( Plate Increase=1. 2 = 362/0-8-0 (min. 0-1-8) Uniform Loads (plf 5 = 229/Mechanical Vert: 1-3=-70, 3-4= Max Horz Concentrated Loac 2 = 105(LC 8) Vert: 3=-16(B) 9=-: Max Uplift 2 =-190(LC 4) 5 =-118(LC 5) Max Grav 2 = 362(LC 1) 5 = 230(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. :onnection device(s) shall be upport concentrated load(s) 126 at 3-0-7 on top chord, and 57 t 3-0-1 on bottom chord. The :h connection device(s) is the section, loads applied to the f as front (F) or back (B). { Lumber Increase=1.25 A 5-6=-20 (lb) NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.Opsf, h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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) 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 1 rectangle 3-6-0 tall by-2-0-0 wide will ft 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 196 I.b uplift at joint 2 and 118 lb uplift at joint 5. vna.�p-Pgauful4syiltrNlitla7 IUOf71U:SESrs1Ei?, SfAEUtrEiltitECMO?fIUYSEUirCY"IU![I"AErt�AifO-a.U:Sr:'xa Yn;f!.#ry-arn'fetai "It'll nits 1, air Ims Nip funr U@)olio!9shtlT.44.u1.P.E.11neeis Aetth6reasl. detssa'x?xist sh?edntttTOD, Stlt WTetmxmCw rlfks slt8hredM9.. fU3n1t7dii Sstlnss:!S:Yt 6Soter{ie, SNrr`y EaytSw R sedereltrDn>'efersmf:trytfeudltSrMesslwi n}t'e(-7+dsfasif::tlrM:a Oftgf d:if saylz rsoss igiUed�:!LBfdt,oflai!Ll. ikl!sist nrsyFmu tfs.5en Se.'.a:'m Anthony T. Tombo III, P.E. efd nea�is irssMaer tw €q3 o nifcsraldhe cw—, IS, utGtsxd gedn Ste6s.bjols.-M,stWnwses RlllLtlt IK.91),Wl t4fZ119! 04 Ill.), tot gpnuld„lt Atdel ratitst5!t:e lms, wbYnwlnl. sittrorfen ad i,a sia It m,slsssf,01 d 80083 ' R1 hil{�Et Dffithkfpirtefi@tN. tQN1.5fe51da5.1;'D!edktpicin tFl!',Sfa4ffdLftE�C.CjCEStAttlSd!t;16hf3ak@(tC1(1!5iki5Pl triflt4�iti1 in5dNlE[N!#IP4'il EnteLL IP119!!�lf VSt(Fi�tt�ti1�35Cf1lyU!SIi.7tilt5t �li�tf,;fiff E'!ll3!S!,�ftFf it{;nss Hacdcern,cvtss ,", 4451 St. Lucie Blvd. Atmi:e ddn!l IrEEE+hS:l fgrnitposl,sfi! lyr. Wits ivOrd.ih 5lis!Dnflf tile! is(N lit bddirl DlSi1?n,a!?lassSrslei!Eq:xe,•d tq Wlfiti, f l upilbld Was vt is 9611 is VIP. Fort Pierce, FL 34946 (oPr+9bl0201EA-]Roof Tresses - Artharr LlmbeIll, PE. Re iedurtlonelthisdotnmaaltinanyform,is piDbilthil without the written permissionfromAdRoolbesses- Aalhoa I.Tambefi,PT Job Truss Truss Type Qty Ply 70373 MG02 Jack -Closed Girder 1 1 A0056941 Job Reference (optional) . a nvuf 1 F iLlb—, rur f neece, rL .reayo, aeslgnr`va iuruss.co Run: 84.izu s uec 11 201 / 11nnt: 8.12(T s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:37 2018 PageA ID:bgBJJuT4J87YNWOW1j6wbczWgy4-vMxHINwx3WwFY7Ha4RWb1 yhLPa6i5_nBj?SMxczRQcW 7-0-0 7-0-0 1.5x4 II Dead Load Defl. =1/16 in 46 = 3x6 11 7-0-0 7-0-0 Plate Offsets (X,Y)— [1:0-2-2,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.10 3-6 >813 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.16 3-6 >503 360 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 1 n/a n/a a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 37 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 240OF 1.8E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and require7,n cross bracing be installed during truss erection, accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 1 = 1097/0-8-0 (min. 0-1-8) 3 = 925/Mechanical Max Horz 1 = 169(LC 8) Max Uplift 1 = -393(LC 8) 3 = -393(LC 8) Max Grav 1 = 1097(LC 1) 3 = 925(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except! when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph @-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss :has been designed for a live load of 20.Opsf on the,bottom chord in all areas .where.a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer -to girder(s) for truss to. truss connections. 5) Provide mechanical connection (by others) of truss to: bearing plate capable of withstanding 393 lb. uplift at joint 1 and 393 lb uplift at joint 3, 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 468 lb down and 191 lb up at 1-0-12, and 468 lb down and 186 lb up at 3-0-12, and 468 lb down and 171 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted,as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 6=-468(B) 7=468(B) 8=-468(B) EArtxy%tfieWftapilentlEa fit *AT103TtIEISSIfrS n'MEUI TEM t EUdDM1150909i,Wi)A(A0KfD1QV*u.Ittdp t!siaynaaettesuIfesi ores sedisAasi Dezila fre.iy;tUp?d4R!ixeT 1.rfgieIF, Pt.l<Igeer.A°titfm fst. t�Ee!s f5exist thermdt 1;P,talT ildeteoasea°plaitssHllEiseeMYa Ib ItieldiA dstintste{i}aFyuvr0a Seero7EAr?ewi,Iacsedefteyl40RtrE{resmenepm°x'ItrtpEhefioe Eny3xnsgEnp�v3-liht'ktN.sipelM.saps:TntElepCtdnfteT7Ee¢,rete110. :lesigagEaz¢ieas,basol°eC1eEs:Ee T^.iq Anthony T. Tombo 111, P.E. eaffseultls Tnislef esra;iEbriititn:pros:i r7ffbe Crbr.,hE Araeis°eie tttyestrt4rlta G;:prt,htiff[ei#EEtkf IlClle R(sddele°Irii!leTetC2.�lTfl E,toep"I'900'scaeettid1w it It, Toss; iuiC?wDAat11j.Aare;Ill. a'tYwa7 kvil; sign it nt ftspesiiil7 d w800,33 ' beriarVinetigtttlAletlfmLSIE}IIaEliMgblT�^.�iEfa$tptCAlltEl'ft1?,AFfibttFlE&1G'StCBIDpiPEdSEFtefl6pll42RG1:ST+p95�:i1N1i?ni@PSEGCtiEYtXtl:islNetEprtt I. RFItEfgetStfEie9tS1i1L`uf50ISdg59EXIIti{tFi!Ci:fiSSBHf�rEp1[EgIDIfMSeiEfEtTE(![tt,WitSe 4451 St. Lucie Blvd, eRen,e Odiaed3r a Whm rpetlflint's q 4ld iei Uia pes;+fr,.ter fs �5T 6eloltbi 0es"ry!rt.s i»I S pte4 Eeriit Elm! {ttui. � i uphla:i b:a{ m fs tifgEt if 184 Fort Pierce, FL 34946 (oprrighi02016A-1Roof trusses - Anthony, l.lombeIII, P.f, Aepf duphonohhisdcmmenf,inanyformnspfablbitedwthoutthewiMenFefmissisnfromAIRoof lfusses- Anthony 1,loonho111,P.E. Job! Truss Truss Type Qty, Ply A0056942 70373 MG03 Half Hip Girder 1 1 Job Reference o tional Ai tcooT I cusses, von: rlerce, r-L -Auqu, eesign%_ya r truss.wnl 0 Run: 84.12 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:37 2018 Page 1 P ID:bgBJJuT4J87YNWOW1j6wbczWgy4-vMxHINwx3WwFY7Ha4RWblyhN2a2M5_qBj?SMxczRQcW 2 31. x4 II 5.00 FIT 4x4 T2 - B1 111 7 4 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.02 6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.03 4-6 , >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 1082/0-8-0 (min. 0-1-8) 4 = 670/Mechanical Max Horz 1 = 51(LC 26) Max Uplift 1 =-401(LC 8) 4 =-274(LC 8) Max Grav 1 = 1082(LC 1) 4 = 670(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-340/143 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom ,chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.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 401 lb uplift at joint 1 and 274 lb upliftlat joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 lb down and 35 lb up at 2-10-4 on top chord, and 1519 lb down and 567 1b up at 1-0-12, and 51 lb down and 33 lb up at 2-0-8 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 if the truss are noFed as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (b , Plate Increase=1.2 Uniform Loads (plo Vert: 1-2=-70, 2-3=; Concentrated Loads Vert: 6=-1519(B) 7=: Iced): Lumber Increase=1.25 1-4=-20 1 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 10% YndSr•�tiulSn6xyly trtlla Gt'!; ICOFIOSS(6{S2(t.P} EAI(fAt IEkNi t CCAOfRrlYS 0.iICP^tU!Il" l(KiCtlUDa-I!'.ri7' fi?a retfi4s:;apxtatiE�s nI rtil uht sertiitnis Otsfp kaig OCipl.5.+4".ary L (txl<�,PE.r?'eetrtifetl EtGn nt. or`ns t'brsist i't't%mttt TC,ttl,. xdtt WtttdY rftltiSMlltiitdlMYitlb'Jbietcit is at:tst Cei:¢i Ei3netr a Spri'YEyret}ne seit e�ap 6Drt aemima2t9its rtteis!res� FI]!tfdTtli(fBiiJ�"�'Jh, �Fl lf,etSIF2 iEM Sn8121n1S �!EihEeakticC tef., n4a l(Fl. li dni;t tisaxr`aai,'rshyx::�eEi, tz*»!iry pF(thoriy T. Tombo ii?, P.E. tit:tellul Twits t1k1bili!ErtyrW.aJdr'te cw'fit NAVI MStt�ltrl(ltttt Atbr cq.1ap„Ir5la'tedli lit lit lrCf[J'.EEIK9IYIH9�!fQ4IDErrtl.Ft3iF(tTMil9i'�.Iui flS�ieibellritAtkt inii,u:"s,+.xF hUdiii(, tture t.c,eM1tt xiAnixT dell lantrtipaidil'td 80083 ' ritrn7rurC4ilpuOrridlY.Rf.LEMlttftlMDAIT.t'i'.°i��°.lFttCAflkrrR".Y::FfSRSEJG�Y�.f'(iTtAitlS�tiMti££:tA(L'.I:)F4Sf:i$ttMiFEt.•(StittillENtttit(Msi`Jf{istJ.IXCI.M1Id'?C?S}titijWllt�"tiRltNtitFf3tT:iifi23�0]i'<tii)Ff31jt(i(itfttDtiMf�4tfti>tt,WlttS 4451St.LUde01A. tRen€;(ddeedirt Rsh l ty�eN ryaaia.r5r,Fhp o l(sKtier FN d. Lrsf 6nl(t h tmr is AN lit 1a1fej Nsip r'v imsi srshm Eeg te; d to hithsi.,111wiftf„tl it;n: at is hassi 4791. For, Pierce, FL 34946 (apyiijbiV2016A-1Real Trusses -ArrbaayLTorah III ,P.L Rtptadutllamofibis drNmtel, inpay tosee, isFioblbltelfw1 ulthetttirlIanpeimissiomfrom171loafTrusses-Aar6any1.Trm6a61,P.E. Job Truss Truss Type Qty Ply 70373 PB01 Piggyback 1 1 A0056943 Job Reference (optional) ! Hour i ruses, run Pierce, FL 34946, eesign@aitruss.com stun: 84.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:38 2018 Page.1 1 11 6 ID:bSg-BBJS uT4J87YNWOW1j6wbczWgy4-NZVfzjxZgg26AHsme81gZ9Ed2zWSqRIKyfBvU2zRQcV. 1-11-6 3-0-15 3x4 = 5.00 F12 3x4 = 2x4 = 2x4 = i 1-0-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 6 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.00 6 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017[TPI2014 Matrix-R Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 270/4-10-5 (min. 0-1-8) 5 = 248/4-10-5 (min. 0-1-8) Max Horz ' 2 = 17(LC 12) Max Uplift 2 = -127(LC 8) 5 = -109(LC 9) Max Grav 2 = 270(LC 1) 5 = 248(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-396/567, 3-4=-367/535, 4-5=-396/565 BOT CHORD 2-5=-458/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;. MWFRS (envelope) and C-C. Exterior(2) zone; cantilever left and right ' exposed ; end vertical left exposedC-C for members and forces & MWFRS for reactions shown; Lumber DAL=1.60, plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10..0 psf bottom chord live load noriconcurrenfwith,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 127 lb uplift at joint 2 and 109 lb uplift at joint 5. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard �nssl.F:w;esmts�Sll rtr-4a Ee'lalCgfTIgSSESj'S0':."r.�Tllt IEl4S t:4NUm�RS:Jt7TCY pl!Ei'}A[(l7iilFpSs':lTtro. rtrJ!ks�psacrxssai rcntvdtsnt�sirrfs[usf�brxiey;NgtWhl�m}rtlaNlP,Pi.ltferenli4etie6rtefe. c�!e!sa'1etis/sRtNeafEl P'D. aeh llthYWeadtidei Sle�lt.etrM?!SC'hle,idlt As ITps Cti:wTojwttfle.fn[Ag/a xvl at SKI Ken 1.11 uylms.Y.mt.L0NIdtSi:PL$t1pamq+fCSrpi!L'hltl ed 4,9ed61 fh#,T.sfiliml. �SlTiitdr,4ElHTrtI,TY. ttS �L /5ta3eRMi, �Cy Sf:."WES;}�Ah Anthony T. Tombo 111, P.E. ecte;:Altis Trtssltr afrw.�q is"gntnas.s;rydpt Crx., hi0sttisrtde .set q<dwfae6a Gr_ x,h6t uCrd4tlss ll(,@r¢ittdtelnd!-ri;fag:iG aolTT6L TN e9rrorsidtkei€a ced ots&eltal�tk Tms;is;&:iq �3tima, sHiets. ussxl�aa E:ld+,7 sleg le a±tn'asuilyd 4 80083 ' 1E1leildied pifl(t+(S1I fFdfA:14(. AnxdtsfdMrf ikT'dedrltClll Mt§SWS�154ddf6A�GCl:eVjkid Sddf MflTrAa(G:SL,•r1!ltYelljTTititr�'A tttldNd(N[4lF+d ldamw. TFI.1e!oa:hen:Wavl2:"aswddaixrel;fehsss Co!4ae<'tass Ces+la J6iceunaf irass aaesf4Grer,whss SG Lucie Blvd. ] Nen;tddneilTe[aht:t tpnttyce ien6�w,ly silyNus iinMt. iliTms Rsin b�et!anS6ifie ldlinlMdpece TrMs STsiea Etgiwerdery 1061-1?44ih�isxl rauxtmts i;rud ieT:4l. For', 4451 Pierce, Blvd. (apyrighl02016AA fool ftusses•AmbauyE,Tambolii,P.E, Aepi dutlionofihisdarumeni,inanyform,ispfahibitedwithoulihewrilloapamissioalromAIAoalhusses•AnihanytTomb86P.E. Jobe Truss Truss Type Qty Ply A0056944 70373 r PB02 Piggyback 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84. s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:38 2018 Page 1 ID:bgBJJuT4J87YNWOW 1j6wbczWgy4-NZVfzjxZgg26AHsme81 gZ9EexzVHgR1 KyBvU2zRQcV 3-5-14 ' 3x4 = 3 5.00 12 2 ! �' 131 a 2x4 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 5 n/r 90 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.00 5 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD r Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 270/4-10-5 (min. 0-1-8) 4 = 248/4-10-5 (min. 0-1-8) Max Horz 2 = 31(LC 16) Max Uplift 2 = -107(LC 12) 4 = -96(LC 13) Max Grav 2 = 270(LG 1) 4 = 248(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-243/347, 3-4=-245/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS. for reactions shown; Lumber DOL=1.60 plate_grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has-been designed for a,10,0 psf bottom chord live load noncbncurrent 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 anyother:members. 6) Provide mechanics to bearing plate capa joint 2 and 96 lb uplift 7) See Standard Indu Detail for Connection consult qualified built LOAD CASE(S) Standard connection (by others) of truss le of withstanding 107 lb uplift at at joint 4. ;try Piggyback Truss Connection o base truss as applicable, or rig designer. 4 5 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 10% W0.9 ' aitrit a 11 nnt. e'hi lt7rTlumsrsaur,! Iful [Ems t (OXWIY¢S (Dlratrrn Tl j{tp7ftFD'ok5l frq. Yx hdtsnpsase.'as asl tni ufef itMT.s Delp Vmq(iDPW'14 4lm T. rsaif ll_F.. rEpextNEI11rat'n. 7de:sa r.•ist M E rett T D,tt y Ildttmsxtw Ildes dtDle rtelhr' 103hktd;A 3s sIRff&sies Falhex{ia. SFLmsfiEa7vxkrie sedn¢T B�JqprtesaasirtseadtStratesiiteitalgtx¢�gslaasla+htle ksipdrRe milt Fro:slytkda"xT30alr,tdtr It41,hilesll.... Finas, laoduF!x:¢uc 11-4 td r;tdlds Ttafshs 6.+ t. n: drit Cx ,ht Usafi sarlinihl ntar'Erbfix a;. x,hfsf {tdtaddsll4&e R(tsdrit k"11iu oAvJIh1. Tsss ctd 000H ad■i [Al nt dris TgNt,u;ld msilh. ftggipiFs 6. tslit din is qs n: Anthony T. Tombo !!!, P.E. its t=7 e➢ ^7 l TP7 d �l Fwmilyd 8Luci0083 ' gltrOlVlO!Sllti(ClledfPhf, d0fstnsdldgMT"-DHSY.PFFC:ttIRl(cdtVttd�4EE�{:t.TCiTI�ItlSditiMqgi`-0i(Y'.SOFtST9dFiFi[EiSUlxttd la..J-.1tt!d;iim RFII�Atfhttf.jAStlIC_fSCllfit5ft.5iT!t31Cti:C6x,ifiiSCttljittt!ttE(pligSfNLttiO3tt,t9ltff 4451 St. e Blvd. aQttfiii 9F+elhatghfOtTltd rig ii �13TFTP!Fgiittif!rhd. Tti T,if3DSSipt ratt;i5S5i 6t rdllnJOt3iptt,ET1355SrSItRtiGitCdfi;{5i1�1T, lilIFiIJ11i:l IGaSCt 05'ltrletl itTF1T. For, Pierce, FL 34946 (opyfloW'i2016A-1Roof lmsses-Arlhonyl.TombeIII, P.E, Repl¢Bunion¢ltbisd¢tumenttinonyl¢rm,ispsahibiledweha¢tihs4rlittenpelmissionhemA4Roof husses-AnthayT,TomboIII, U Job Truss Truss Type Qty ' Ply 70373 PB03 Piggyback 5 1 A0056945 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:39 2018 Page.1 ID:bgBJJuT4J87YNWOW 1j6wbczWgy4-d21 A2yBb7AzoQRzBsY36N mpwNgWzuHUBJxTOUzRQcU 3-5-14 6-11-11 3-5-14 3-5-14 3x4 = 2x4 = 2x4 = 1-0-11 , 5-11-0 6-11-11 1-0-11 4-10-5- Plate Offsets (X,Y)— j3:0-2-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.00 5 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,'in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 268/4-10-5 (min. 0-1-8) 4 = 268/4-10-5 (min.0-1-8) Max Horz 2 = -28(LC 13) Max Uplift 2 = -107(LC 12) 4 = -107(LC 13) Max Grav 2 = 268(LC 1) 4 = 268(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-244/336, 3-4=-244/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. -'2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces $ MWF.RS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 20,9psf 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 107 lb uplift at joint 2 and 107 lb uplift at joint 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard VUL-9-Fat Has", It nds. M *A, Icon 0ssisrsttL'i'}. HNEIf! ITUiS t tOMD74JXS.pPrfO"IU!fl j{TCsiOKIto6.atATfora fertrltt!ftpxnetus stl,eti tilts x ikis?tan Iasi;s Rssiep,Moisad'k Ie" L haft ol.I Lletatte %athfsrt asl. odes e!ss!rislsMNtntN PD, teh ATetmased�ttlldtsstsil it atdiar» [on hitrtfit Asal!ett'Jt:iW:tlNttf{I;.SjtfS7EEj:AN1.A.5t61MB;T:'O!E(titffi50f Ctttht(i0.dt;'Ant:ffFf8;C14NPA. rt3;CPi i:`Nltif�,l dit>lNA!i!911It TlilS d:;(^te6a RlTC`JWr, tlRLM 1tFI, t`I.;It51pa,.ft%,konoaa,0.i.i4� jiff Anthony T. Tombo 111, P.E. stl ssesfl4isTs nbr aT 6xi3syist4an;sass,drh Oxus, hi 0rtti ttaltnnigRt trbzd'�ihiipx,hhe sseadttBtULfttft(adxtlnsl iaiilh;sth mlt&I. Trs t9;iculdtEel6tsd stsM1eUtsedflt IRIS, hcxsiih;, sN�egt,ttsz e'ixalhtua7 sitllftAt re:rasi4A7d r80083 I dv ttd{a;[:si�wd Gepa;ur. 11119d ill sa a 9t Tx RdRt;nOns ul pb'oi a' .Ei'tsytaniReasdsn idt!ar-wfEtUlsNsti elF IN am' mrdamWelutrtlgaitat. Rnk'rPs to=essats,i,l'`tSASltin tt'�tT!sn:t::p6;1Rif Gt3f)t:tjiFIU AITR1tNitftal'Catt,�!:SS 4451 St. Lucie Blvd. tWrii;i/dmdhtnthxttpetlrµaitss2jiy F,l.^.hnq!d!tI.TItT!nlpni;t ttf'd24!_h ��iht in'Na9 Ptsiptce:imsS;siea taits:<d nn k.ifdq. f:Its;idiuslL;a:atnttfiekit leFt. Fort Pierce, FL 34946 (epyiigbf;u 2016A-1RootItasses-Antbany1.Tombe111,P,E Beptadwioaaitlisdctumcnyinany form, isp hibitedwitEoulAswrihenpamissianfrom A-1Roo] busses -AtIlhuyL10T.hoIll, P,E. Jots Truss Truss Type Qty Ply A0056946 70373 PB04 Piggyback 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 84.1 0 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:39 2018 Page 1 ID:bgBJJuT4J87YNWOWij6wbczWgy4-d21 A2yBb7AzoQRzBsY36NmgnNrvZuHUBJxTOUzR.QcU 2-8-15 11-5-13 12-8-15 3x4 = 3x4 = 5.00 F12 3 4 T2 CT T 5 4 BI i •� a 2x4 = 2x4 = 1-0-11 5-11-0 6-11-11 1-0-11 4-10-5 1-0-11 Plate Offsets (X Y)-- i3.0-2-0 0-2-111 (4:0-2-0 0-2-1 11 40ADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 6 n/r 90 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT)_ 0.00 6 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0. Code FBC2017frP12014 Matrix-R Weight: 18 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 6) ` This truss has been designed for a live load of BOA CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP RD bottom chord and an'y other members. St to aOl wood sheathing directly applied or 6 0-0 oc 7) Provide mechanical connection (by others) of truss rtulins. to bearing plate capable of withstanding 114 lb uplift at BOT CHORD joint 2 and 114 lb uplift at joint 5. Rigid ceiling directly applied or 10-0-0 oc bracing. 8) See Standard Industry Piggyback Truss Connection MiTek recommends that Stabilizers and required Detail for Connection Ito base truss as applicable, or cross bracing be installed during truss erection, in consult qualified building designer. accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) LOAD CASE(S) 2 = 268/4-10-5 (min. 0-1-8) Standard 5 = 268/4-10-5 (min. 0-1-8) Max Horz 2 = -22(LC 13) Max Uplift 2 =-114(LC 8) 5 =-114(LC 9) Max Grav 2 = 268(LC,1) 5 = 268(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/423, 3-4=-291/422, 4-5=-304/424 BOT CHORD 2-5=-296/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat..11; Exp C; Encl., GCpi=0.1.8; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left *and right exposed ; end vertical left exposedC-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf.bottom chord live load nonconcurrentwith,any other live loads. Yesrsp.1"m fiw#j gek>r 1h111501 Tluis[s(S4L'31'eiiEUL TIM t(001[44XS t2SrCtl"iU'EI"'.iCdQirUp5YE51'hra tmj;lts:,arxtx^ngni fainlis a rNs Tssss Nsyt betsiq,^,obleai!u 0011. te.WIL11 liferev! shili!bit'V. Cens s!kmsi S.-Ma$1 r-of bly uatrsud.ridesstx9ieredl.1500tide,dld,lstiet!lri::wialtie!(ieSpsaryarnq,seseEesalrva"rzsessasrsqlmfedMprtess.�n7angnsle;isktl*sfA0wl610nyllLnsigG^elee3e17edr,sakIN. heInipelugp� x��rs:,«�!i7 Anthony T.Tombo11i,P.E. ¢isseAlhs3nis6s ¢s6trAy is nsprosi=fidrte Gtnyrat Uxtlisvrtln.al rpaterde6F3q(n:p+>r,uGt �lClAdgalt4@i¢tal2e lnelltiliuq:e&cofirN.11lgf"nsldhei§nd on frtUut!`NIsis, m:x-.J Sntlup.ftgf,knAffacl kisig sill it At of. 80083 ' MbntinrGtsip+roditehahr. SOadessetMentTS' adUepeccnte7reSc::ssse!eFik ofrdpmgStteMtrs::a{;i,Ary760edi.;hnISlQue;stYnnl;r.psst:dsalsal. R414!msl§ers;paseiY:-esralldNsel3linisCeape:tsns8essiarvpetesndrmsNae7sC.tyw!ns 4451 St. Lucie Blvd, netr.;,ta�egetn+liaPnegau.!_ grlpstsgeti!d.r4Lex[ksi9nEempisA6':herdldoyMsr,<+inssSrsleaEgs slml.pej3RrgsUsed;assniiulie7P,1. Fort Pierce, FT. 34946 ZE (optrighiu;1016A-iRoof Trusses AribooyLTomb Ill, P.E, feprodatiiaoalThis desameot;iaany Tom ispsobibitrdwitEaui The rtieinenpeemissionlsamAIRoof Trusses -Anifanyp.iomboIll, P.t. 3x4 = 5-0-0 Plate Offsets X Y 2:0-5-4,0-2-0 3:Ed a 0-1-8 DEFL. in (lac) I/deft LOADING (psf) 2-0-0 SPACING- 1.25 Plate Grip DOL CSI. TC 0.89 Vert(LL) Vert(CT) -0.06 4-5 -0.12 4-5 >999 >999 TCLL 20.0 15.0 Lumber DOL 1.25 gC 0 62 WB 0.75 Horz(CT) 0.02 4 n/a TCDL BCLL 0.0 ' Rep Stress Incr NO Code FBC2017/TP12014 Matrix -MS BCDL 10.0 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2X WEBS 4 SP No 3 WEDGE Left: 2x4 SP No-3 BRACING - TOP CHORD or 5-1-6 oc Structural wood sheathing directly applied purlins, except end verticals. BOT CHORD applied or 8 4-8 oc bracing. Rigid ceiling directly MiTek recommends that St�truss and required cross bracing be installed derection, in accordance with Stabilizer n uide. REACTIONS. (lb/size) 681/0-8-0 (min. 0-1-8) 1 = 775/Mechanical 4 = Max Horz 124(LC 8) 1 = Max Uplift -282(LC 8) 1 -355(LC 5) _ 4- Max Grav 681(LC 1) 775(LC 1) 4 = FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1207/472, 3-4=-296/223 BOT CHORD 1-5=-488/1051, 5-11=-48111065, 11-12=48111065, 4-12=-481/1065 WEBS 2-5=0/394, 2-4=-1039/474 This truss has nonconcurr nt with any other lbottom live chi o dI've load 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 282 lb uplift at joint 1 and 355 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 278 lb up at 5-0-01 and 100 lb down and 132 lb up at 7-0-12, and 100 lb down and 132 lb up at 9-0-12 on top chord, and 111 lb down at 5-0-0, and 53 lb down at 7-0-12, and 53 lb down at 9-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility ads applied to the 9) In the LOAD CASE(S) section, face of the truss are noted as front (F) or back (B). NOTES- 1) Unbalanced roof live loads have been considered for this design. 3 second gust) 2) Wind: ASCE 7-10; Vult=170Bph (3-s con h=20) Vasd=1:32mph; TCDL=5.Opsf; Cat. 11; Exp C; Encl., GCpi=0.18 MWFRS (envelope); .cantilever left and right exposed.; end vertical 0 exposed-, Lumber DOL=1.60 plate grip 3) Provideadequate drainage to prevent waterM1pondinng 6G;els e't rtdes � ued0is 3nnlss e7 rerid!agishetn}�s'�i;6Mg dtkt DwasLiN O�tn s e tuhdfuyGesipet air9rno'6r. !➢stet tN M aA!T"v w'gzptcits u1 eRee.tu 4erudl;etwhrl egged tpmu i`=x7!(s'r�its i3!tbd. tie is (oonfatn'V 2016F-1tuotLusses RrtbonyI. bu,P.E. t LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=40, 4-6=-20 Concentrated Loads (lb) Vert: 2=-163(B) 5=-86(B) 9=-77(B) 10=-77(B) 11=-38(B) 12=-38(B) te'446M L/d PLATES GRIP 360 MT20 2441190 360 nla Weight: 49 lb FT = 10% it, t,igiktd=.si}9dias s;arleLmsdyL"eEaasel:O tdt,tnlerlr4l. tit la�pnnsl'�!�°1;�i10E^!�'m Mthooy T. T0083 l[?, P.E. rdtsygxesNtiitFittdulgfFtkitTtt!la!]fltttUt(DO��11E i.19mtILPirdNtHettdttlllttfi�t;ian�istste6ts9t1:D,tt! «bomb y,;ysaad�re!bnittd m3aeu� 4461 St. Lucie Blvd. eneRt�dael«dfrDi?:t�+<n1'1�mled>Nn�ro�n�i"':'i1><*etcain' s!tNae`tn3saneiceeNt Fort Pierce, FL 34946 Dtsipa.a imsi.slty frl:�erdns7k«IHy_Ltyit9[t:tcsnse.n..��.......,. ..... Inm. is d0111biled wilbeal The WON Ptlrras loa (Tom A4 tool Isosset AolbODyl.loo!bo 116 P.F. Job Truss Truss Type Qty Ply A0056948 70373 T02 Half Hip 1 1 Job Reference (optional) Al moor i cusses, ran fierce, rL sauan, oesegnLa-itruss.com 5.00 12 4x6 = Run: 84.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:40 2018 Page 1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-JxcQOOzgMRIgQa091Z31eaJqMn4xl HCdPzgOYxzRQcT .n 1 11-0-0 4x8 = 1.5x4 11 2 3 5 4 1.5x4 II 6x6 = 11-04 4-0-0 Dead Load Deft. =1/16 in LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES ' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.12 5-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.15 5-8 >872 360 BCLL 0.0 ` 1 Rep Stress Incr YES WB 0.28 Horz(CT) -0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix -MS Weight: 50 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 488/Mechanical 4 = 488/Mechanical Max Horz 1 = 173(LC 12) Max Uplift 1 = -171(LC 12) 4 = -199(LC 9) Max Grav 1 = 488(LC 1) 4 = 488(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-598/419 BOT CHORD 1-5=-523/469, 4-5=524/478 WEBS 2-5=-25/281, 2-4=-617/675 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever,left and right exposed'; end vertical left exposed;C-C for members and forces Be MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been chord live load noncor{ loads. 4)' This truss has bees 20.Opsf on the bottom it rectangle 3-6-0 tall by 1 bottom chord and any ii 5) Refer to girder(s) for 6) Provide mechanical) to bearing plate capabl joint 1 and 199 lb uplift LOAD CASE(S) Standard designed for a 10.0 psf bottom current with any other live 1 designed for a live load of ;hord in all areas where a ?-0-0 wide will fit between the Aher members. truss to truss connections. connection (by others) of truss e of withstanding 171 lb uplift at at joint 4. . Yntsi-Proutinie Ii rof±�Me'IS IegrT10;SES;SFl!ll?,£(3:ta111W5LrotlDIIl9YSlgitCYftU!EI"A;[aoil[oEsl.'5rfxm. rerdi 6l-Vrstmeta!s al sea!edts as MST De110 aesiei,ioOcA 5±laksay T.ramis 1101.1ifer ss Aeet Itha is±. BEtssikes.is: cYtfwchic&ul,+ Hsidt�rGer dales sls7hes�M±afLnk1e9t 1st1.�tu Desla Fraeer;u.,3priiry rrmsoi Me sedn¢rrOssT±seism±u!{iaatxar!srztn!:as ayis±zssg tespeaW3hhs C±E±dpdos sayh rra:sly4^ea'ee477 ed!, nlzrrtFt,ra!iesfraasses!`ta: Viral �a{Sees:!e±el.'�I. Anthony T. Tombo [[i, P.E. ale:torlis Imss l➢r ayrA�lAlla Mtae y191}11 drier Owes!, he OretrY thltnlrl titeluttSu:;cuspu MMwostd Me 11(ffa IK ad Ma hala4f.;Aaof111d,Tat t;pet)SIS10014 ter lid) -It ddt Tress,hdrarwV"r. start srklan, edh:ew3 situ scat reterniD7 of Tombs ' Mt bdrmi r4 ipa sslressmi. 4451 SG Ltlde Blvd. Aeww ldetl ly± W4.1.1 edermiteol- o?pinsiotd!d. ile loss Desire lef.?is to[ Mt ldifal oryetreTms Sr!tem rs�ittr<d114 syibliai hiss atn kfiue ism 1. Fort Fierce, FL 34946 (opyrighl W 2016k I Roof Insists -Anthony L Tombe 111, P.E. Repiedurtion of this domment, in any form, is prohibited with al the weltten permission from A -I Roof busses- Aathaayl Tumbo ill, P.L Job Truss Truss Type Qty Ply 70373 T03 Half,Hip 1 1 A0056949 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 is Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02.41 2018 Page,1 I D:bgBJJuT4J87YNWOW 1j6wbczWgy4-n7AobkzS71Rhl kbLJGbXBos6_BVml kEnedQZ4NzRQcS 4 6 14 9-M 11-M 4-6-14 4-5 2 4x6 = 1.5x4 11 3 4 6 3x4 = 5 3x4 = 6x6 = 5-7-7 5-7-7 , 11-0-0 5-4-8 , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.02 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.05 5-6 >999 360 4 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 57 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss'erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 488/Mechanical 5 = 488/Mechanical Max Horz 1 = 223(LC 12) Max Uplift 1 = -166(LC 12) 5 = -219(LC 12) Max Grav 1 = 488(LC 1) 5 = 488(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-775/580, 2-3=-630/549 BOT CHORD 1-6=-8351707 WEBS 2-6=-338/527, 3-6=-537/545, 3-5=-457/578 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; .Cat. II;.Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.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 166 lb uplift at joint 1 and 219 lb uplift at joint 5. LOAD CASE(S) Standard IYfl0.sl ridetttaakjdj lFitt%iS!'iilUF71UA6rSEl4f�:�.RiUtT;titStfOna;T!�Ai;kitOkl'!U!ENE[rl7kl(GiV<!Tf!?a. 7nth AP,�rxeaKaswlFlsledes as tkisi{fuDl:Iiltetsier(;p[imlM!!'kwt T.t/m3llC,P.E.1!`e{w!SiFl1!!Itit e{!.:F?t!S 6f!MYit{SS!!{eBINTail. it!! iHtekwnefso {Ides slF111esRrhtS l['+n6!ldit lsete±±Ueslo Syfeer; i.,Syerty is n�Ne se wapiL`�nT'lre�±e±rnyt�ualEs dnr.Frila7p Ffug,e±pcaaJ.hr!ks a9±ilFdav±ngteTress itrf�{Are3eTC7feh, ndx llF! R. desiyens{cr+am;!Fataracftiss; kD 4n Anthony T. Torllbo III, P.E. radaeEln: Tns{bf.1 Wn!':- rt±lws^htrdtu cow,feeslN's!l�wxd�ederSolr!,:.,>rCro �x,h ht twige. WK 180083 el{.II6frPf±lpefAl Gehatfr. SII1311±fF1ldOYiT:'J ilAiC6 rtICUI WjkS:JF{Sdi}fr±�i liAr#FUSddl hittSCM(Its1Jr,;t,ltrly irleb.{tE!AGtfFINtI(fly: rfxF;ll rairta{.T?4f 13fJNf1]lifl�e!Ilir`tr±tAll�l,lS/Iv'%T?{±fDl11p?',ri±±F{f!}i r0llftfli3e,ns±tludfGxn.wlex 4451 St. Lucie Blvd, d{tfc!bf rdWlh'f THH!:It{ICN ertllf.f!!!rglyr?p{dlt{t�!tI!tr. ilt ltlSS bt±ije GSTF£?�151OI!4!{�Ilii{P!5!rntl.!?IIpS S1±1C9 r9t!4S6FI Ilr1F!ICIej.L(r/ilJlli:I!!?l: Wt l±IdRPC i;IFiI. For Pierce, FL 34946 Upyfig5l02RIAA-1Root Times -Aelbonyr,TembaIlk P.E. Rep[0110ioectAil demmeet,inany lafm,ispfobibitedWilbur the WWitteaPei missieeItem A-iReal hus{e{-An!buny1.TembaIII, P.E Job` Truss Truss Type Qty Ply A0056950 70373 T04 Jack -Closed 1 1 Job Reference optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 3x4 ir Run: 84.1 0 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:41 2018 Page 1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-n7AobkzS71Rh1 kbLJGbXBos3gBUEljvnedQZ4NzRQcS 6-3-12 11-0-0 6-3-12 4-84 1.5x4 II 3 3x4 4 1.5x4 11 6x6 = LOADING (psf) TOLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS1. TC 0.64 BC 0.42 WB 0.38 Matrix -MS DEFL. in (loc) I/deft Vert(LL) 0.07 5-8 >999 Vert(CT) -0.08 5-8 >999 Horz(CT) -0.01 1 n/a L/d 360 360 n/a LUMBER - TOP CHORD 2x4 SP No.2 3) - This truss.has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottor' I chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall b `j 2-0-0 wide will fit between the WEDGE bottom chord and any other members. Left: 2x4 SP No.3 4) Refer to girder(s) for truss to truss connections. BRACING- 5) Provide mechanical connection (by others) of truss TOP CHORD to bearing plate capable of withstanding 151 lb uplift at Structural wood sheathing directly applied or 6-0-0 oc joint 1 and 275 lb upli I at joint 4. purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. LOAD CASE(S) MiTek recommends that Stabilizers and required Standard cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 488/Mechanical 4 = 488/Mechanical Max Horz 1 = 268(LC 12) Max Uplift 1 = -151(LC 12) 4 = -275(LC 12) Max Grav 1 = 488(LC 1) 4 = 488(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-678/373 BOT CHORD 1-5=-684/594,4-5=-684/594 WEBS 2-5=0/253, 2-4=-695/802 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C. Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. PLATES GRIP MT20 244/190 Weight: 53 lb FT = 10% wrRV-Piou amo7 npo.. W111oofluss615113".6BIJIL i:gldi tiCd"Ni(L3TiY;"MEI'?R(CgDYt[05'Lrii'fxa imN, kupgsn!t�iiag!nf!�ies orfh't'rnf 6eUgeknieg(p[+Ieaf�a!d�'l;�rT. r!sir II g.{.Ic!re!,!$le!fiefar es!. l'e`:!;c s!a!a.iss s!Czlm ti;8, rdr Hn'ey!m!fxcildss slcN re rsedfa lC hgerCii arain!s"euaragae!r;'e.si!arTEapruiMs uduagr)nrwsmw!glm:dh r!Mttiai!agirvignsgussi Nfer& !sip 16'. 0,glx r!r$ iaiCedeaNINWg, Wd 1111. rulnip nuspku,'mfq 5res;! ..hq Anthony T. Tombo tET, P.E. pFgt!!d!'rilns4l!!@y rtl:A9g[!kinip0fi3rTfdtilGrm,r!!Peas!'ss+ukr;s!(q!ela;.:ek'ry!k,m,hG!!s�Erdrls igC!ks0(d�!Ixd Nailta!r:ti:a*f ipFl.gkvprnsdd�±go9 rel sJ liei(rudtks inst; uric gz>gImp. purt,z:a;"s£tsl kni+g s4etl7s lfs tespasnd'ta.' ,^, 80083 ' Isr t.dSvp Pti,pvngteenttnr. pNMns!IrAaAa i5?varttr grtam up grit.!Em!sdA!ia4nCas/nedseMtidnmrm{CigPfiksi!d4.iPiWgr(:IRti<tNtO[H1K rlKdg�igtSi. R1I 1d0!fht!EipA51:iN:",!!Olg.dtS Ol.k p:tit Tit H, tfti!Ik1+gi Clg+RtH ifgin!!NftCI4f:Cq',w7nt 4451 S. tLJC1e 81V" dhr.i;r ddlud6rs(rahs;l s{ied hrri!igkgrig�ties lsd!d.ilHnsp P!Sip hypr!!IS FPt f!e snUug Drippca�Lps: Salem Ggserdery(rii'g. gu!spiuul:g trm: me psdiSaNip 111. Fort Pierce, FL 34946 (opyri0l02816A-1Roof rrusses-AnlbonyLTomball],P.E. Reprodunionoffhisdemmens,inany Losm,hpmhibitedwilhaul1hoIIdleape!missionlmmAIloot hussts-Aalbcayi.TOThnIII, P.E. Job Truss Truss Type Qty Ply 70373 T05 Flat Girder 1 2 A0056951 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:42 2018 Pagel ID:bgBJJuT4J87YN WOW1j6wbczWgy4-GKkAo4_4u2ZYfuAXt_6mk7OCgbsym5GwtH97dpzRQcR 3-3-14 6-7-13 3-3-14 3-3-14 3x4 11 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.05 5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.08 5 >900 360 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6 = 1791/0-3-8 (min.0-1-8) 4 = 1315/0-6-1 (min. 0-1-8) Max Horz 6 = -36(LC 6) Max Uplift 6 = -710(LC 4) 4 = -536(LC 5) . Max Grav 6 = 1791(LC 1) 4 = 1315(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1 693/691, 1-7=-3517/1405, 7-8=-3517/1405, 2-8=-3517/1405, 2-9=-3517/1405, 3-9=-3517/1405, 3-4=-1217/517 WEBS 1-5=-1441/3612, 2-5=-1725f754, 3-5=-1443/3612 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 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 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) of truss to bearing plate capable of withstanding 710 lb uplift at joint 6 and 536 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 863 lb down and 375 lb up at 0-9-5, and 850 lb down and 360 lb up at 2-9-5, and 859 lb down and 396 lb up at 4-9-5 on top 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=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 7=-863 8=-850 9=-850 PLATES GRIP MT20 2441190 Weight: 61 lb FT = 10% AWWI rinsettcitepHpresiexik'Ad goof IlUk2rkitErs MuR TEN A DDIT IONS (USTomrWil') AIXU[G'UoSO term Tu4 dedp fasmdtrs efi rs d esin nlsisl,oss Dup Truisl(TH1.1 IN Rulcerl. I"baUl, 11. lduute kmlb=Sre of. Udess ethr.ise slAel eetleTUU,ca!p AUNMahi Fns Ast 4 ssel hr on Too la Is r04. AssTrns oesye f.0-(i.e.Spe.Ofb[3pvj.tl: ud narloo!epueas.1-1-sith praf:sslletl er; ehep resfunlUar rihisslidtla steieTrus kptae0 eeeeiW a¢; eader17F1.ThelSipo oS,mpnlm.11d:yulhnn!,f�Ictlmp Anthony T. Tombo III, P.E. ci lfedtb'm1![Sitt!l[p{liilisp lSW!HpNutilapdr�Usler.nedleirlf[Hd2ei F'yldeik{ultiep 6lSipx!,Cr2tMllldllek(,'f3ig:9dillhfdbS�Ei3nie adlPFl.Tle 1;.!edtk Too dsty tidiwedde Tnss.hdrtx Rx4i-4 n:.epe, feswirfi netafn sidle(. wiz. .1y it w80083 Ik11"! egott:r!'mcomma. AU ansulcehlhToo WI.IslaesMpsidhlsdIt! {sUby(Mrcaltlkhrytiatieou7[lfjrdlisEe44MFASHAusal. IlotperrdyAssaUP Wasvlasp nidtlsssdWn.1 ?1,nsD,riper,T:sssDKIPbpereotrmsYaufsaeu;le`:ess 4451St. Lucie Blvd. !7srhseisfilFe 1po6sfrm epetlaps[uvdUq tp dipmss irnehei lbeTns; ceua Fghen �igoT"We{adap Uesi}sa,ninlsSpslat EsphlerdmpbrilAy. AlirgalAhras ereos ida4la1r6L Fort Pierce, FL 34946 (op)TighiD2016A-Igoefimsses-AnlhanyT. Tombs III, R.I. Reprodudionofthisdommen,inanyhrm,ispmhihAedwithamthewritleapermission homA-1RoofTrosses-AnthonyLTombolll,R.f. Joblf Truss Truss Type Qty Ply A0056952 70373 T06 Roof Special Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:43 2018 Page 1 ID:bgBJJuT4J87YN WO Wij6wbczWgy4-kW IYOQ?ifMh PH2lkQhd?GDxK6_2XWX36xvg9FzRQcQ -1-6-0 7-0-0 11 9 1 18-8-6 1 22-8-6 1.5x4 II Dead Load Defl. = 1/4 in 6 4x6 — 4x8 = �x4l = 5.00 12 i 14 W rn I 2 4 2 ~BI Li Li I II 1 10 16 17 18 9 8 e 7 7x10 MT20HS=6x6 = WO 6x6 = 6x6 = 7-0-0 14-8-7 22-8-6 7-0-0 7-8-7 7-11-15 Plate Offsets (X,Y)-- 12:0-10-0,0-0-101, f7:0-3-0,0-4-41, f8:0-3-0,0-4-41, f10:0-3-0, -3-12) LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-8 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1904/Mechanical 2 = 2322/0-8-0 (min.0-1-15) Max Horz 2 = 298(LC 8) Max Uplift 7 =-904(LC 8) 2 =-1084(LC 8) Max Grav 7 = 1904(LC 1) 2 = 2322(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4905/2253, 3-14=-4478/2146, 14-15=4478/2146, 4-15=-4478/2146, 4-5=-4075/1776 BOT CHORD 2-10=-2230/4427, 10-16=-2347/4673, 16-17=-2347/4673, 17-18=-2347/4673, 9-18=-2347/4673, 8-9=-2347/4673, 7-8=-1080/2249 WEBS 3-10=-225/1081, 4-10=-297/321, 4-8=-817/652, 5-8=-999/2308, 5-7=-2879/1382 CSI. DEFL. in (loc) ' I/deft Ud TC 0.96 Vert(LL) 0.31 8-10 >875 360 BC 0.94 Vert(CT) -0.49 8-10 >551 360 WB 0.88 Horz(CT) 0.06 7 n/a n/a Matrix -MS NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., bCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate 6inage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has bee designed for a 10.0 psf bottom chord live load nonco current with any other live loads. 5)' This truss has bean, designed for a live load of 20.Opsf on the bottom') chord in all areas where a rectangle 3-6-0 tall b Ij 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 904 lb uplift at joint 7 and 1084 lb up ift at joint 2. 8) Hanger(s) or other (connection device(s) shall be provided sufficient to support concentrated load(s) 418 lb down and 525 lb up at 7-0-0, and 143 lb down and 191 lb up at 9-0-12, and 143 lb down and 191 lb up at 11-0-12 on top chord,land 354 lb down and 93 lb up at 7-0-0, 93 lb down at 9-0-12, and 93 lb down at 11-0-12, and 905 lb down and 413 lb up at 11-7-10 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=1.25 Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-70, 3-5=-70, 5-6=-70, 7-11=-20 Concentrated Loads (lb) Vert: 3=-418(B) 10=7-345(B)14=-143(B)15=-143(B) 16=-67(B) 17=-67(B) 18=-905(B) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 129 Ib FT = 10% 5mesp Pieose35!sep111 teltr Pr'1? IAOF aU156('Siti9'(., EfsEUI irW.S t rGab7s1MS U'SiCNS rNE11A:C1061(OSYEt1' Itra terdyk;�pmemetUi al red»tet!t tlis ttrss 6ttiga anig(IOp? W 5! At;!aat 1. r!m4e I!1r:.1?hrcm! SStlI tone n!.:E!!!io'Sm+it! stc'N m0e 1SD,aly WTettw!kt gilts sts0la utdhr3ib0hlesud calm!Oe:!taTa7attr(ie.,Srv'y(gs!!t; tle se�eteryf3rsfetmsmcnrheae?K!i:ttniit!.'!.spa!m ytesrmt; hh!3!t!undn!snpltTnsslyi ln3!T2ltel; nlerirFL re!!!sijt esus ias, k,fap 5ns:!e::�:':m Anthony T. Tonsbo III, P.E. !dueAdls tttssh!asr txirapis*�tn:pcasfi'rydGe Crn!,h!D+en's eed!!i!i etNn•.a 6a!:.ip €xi; .Bfie!s:fAw R!Ir4!ta lt; edx!In!Ifnlrap!c!!m1Ind.T1!tlp!ctel't:l@5nlcfr+tl(ntdd!L.ct; hce:up 4stt!u'. tfuett:k:ti ue�kmi!g!1!II!!A!!e:N!si:d d f 80083 ' ttttwtdh'P!sipe!rodrtNaltr. Allufusneao!a!ii7erA�xpec<aeclg ::!sdCelaLc3SmslrsenSeMfM+rs:cs(iiNy1?!1!d1r;HuiSUlaesAM!!(d,e1{PLtFdg<iIGGR RFI!dffiflilrFJ9)lSdi:N�d>II!3!ISITRSSC!:igC3,'.msBroprvrrtw�alimsNndeGrn,ealus 4451 St. Lucie Blvd. ehtta uEelh!dt!e[xw!!sl aged qu it m=iybtalrclita tmLtl. itfina OniP ft;a !is 07 lit lnllitp Dtnp!teetTm!Ssl!a(giemd!ntd6r, A!, tvpihliaihr. is M.W41111. Fos* Pierce, FL 34946 (epyiighl 2016A-1Roof TRusset -Anthony T.Tombo111,P,E, Repreduaianofthis dommeni,ioany lntm,ispchibiledwithout lkeMti?teapetmissiaafrom AIRoof ltutees AnibanrT.Tambnll[,P.t. Job Truss Truss Type Qty Ply 70373 T07 Roof Special 1 A005o953 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02.43 2018 Page01 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-kW IYOQ?ifMh PH2lkQhd?GDxMB_4TW836xvg9FzRQcQ -1-6-0 5-10-13 9-0-0 23 8 14-11-15 20-M 22-8-6 1 6 0 5 10 13 3 1-3 0-3-8 5-8-7 5-8-7 2-0-0 5x6 = 1 rvA II Load DeB. = 1/8 in 4Y6 = 7 = 8 4x6 = 3x4 = 5x8 = 6x6 = i 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.15 10-13 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.31 10-13 >878 360 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horc(CT) 0.04 8 n/a n/a BCDL - 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1011/Mechanical 2 = 1128/0-8-0 (min. 0-1-8) Max Horz 2 = 298(LC 12) Max Uplift 8 = —470(LC 12) 2 = -472(LC 12) Max Grav 8 = 1011(LC 1) 2 = 1128(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1848/1375, 3-4=-1548/1167, 4-5=-1349/1036, 5-6=-1348/1035 BOT CHORD 2-1 0=-1 554/1625, 9-1 0=-1 206/1397, 8-9=-370/433 WEBS 3-10=-333/451, 4-10=-197/392, 6-8=-1006/888, 6-9=-900/1119, 5-9=-470/518 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed .for a live load of 20.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 470 lb uplift at joint 8 and 472 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 122 lb FT =10% Nrtxq �Phme;intejsl(ad!a fte'A i[O! iIUSSR� 58i(1^e, H%ELtITRkS 2 (6A6Ts7XS tPAiN tNEi'; R(R15y((DEY.�7'Itra. 7d;t!d?s'p{xtadus W sni s4es n Ais [r ss [usiga arsulgomwd5e4rcm! i.Taab 16.P.E tddese f3ep4tWtw.Idta P.'ist stderen dA 76, xl! giists�tEn {Mes sill le audMhe(66aieadii RsaLass 6tsim(eraser{ie,Srtr:"ary:ayvaS,tha sed axtayT66 ee(r<;artmurysaadla rdeaues ca3rtuaq eapwtieLNMixdtsi{edfr sa{IeLmslglCcdemCet 7rd!, onialeFl. 2desiytnuap`km:irfla{mMlnz sfi'.fi'uWNn Anthony T. Tombo 111, P.E. etdasedlUtirsslnc!trtaTis',an;(tas.S:e(dl},Crrc, 6s Osenfndwsdytdaaz6?kd{S!r,hhe Yxisadtkt it46e 14(edAelnsl»dlaq¢�em!(IFI.T»gtntil t•d'r1€Auirtl&e8estdtls inss:ucieys�4ailu{,slaw,itssiElu��au>; sldlSstis respsinii'!a? ,', 80083 ' Ca t�dru{6tdyur nlSsaraur. to ales sd 14 ata TO ox Npemas W rit 4ss a+sttWfj(.MwSdd!Iddssm¢'SgpaS6sklir€H WS!(A ea rtfu-1(m{aeed0im 4451 St. Lucie Blvd. tutt.iu ddati l!t GsYxl tpeN rywprri?ly6{sip'*A'n4!d!ti. iltTnv 6ssip fetsr isi9i he teilin{Pssipa.e?sns Slsiea Fy€adty kdtCa}. i`apiglizl ss;as atrsde5xl41(11. Fort Pierce, FL 34946 (epysighl-2616A-1Roof Trusses - Anthony 1.Tsmbo111,P.E. Aepsodunionofthis duumeat,inany farm isProhibited wiihoullheuriftenpermissiaafromA-1Roof Trusses -Anthany1.lomba111,U Job • Truss Truss Type Qty Ply A0056954 70373 T08 Half Hip 1 1 Job Reference (optional) Al Moor I cusses, von: merce, t-L J4u4o, oeslgnLa-rrruss.com rsun: o•t. t u s ucs: 11 4U.1 rant. o. ,cu a ucc , t �� ,, !�tt t ter. ,,,��:,!��, e,!... ! „u —F. ID:bgBJJuT4J87YNWOW1j6wbczWgy4-CiswDmOKPgpGuCJw P8EpQUXOORYE29DKbeEhi: 5-8-10 11-0-0 , 16-8-7 22-8-6 5-8-10 5-3-7 1 5-8-7 5-11-15 5x6 = 1.5x4 11 4XIDead Load Defl. = 118 in 4 5 6 5.00 F12 1.5x4 3 ZW3 2 �1 10 9 8 7 4x6 3x4 = 3x4 = 3x10 = 3x6 II = 8-10-7 16-8-7 22-8-6 LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.80 BC 0.76 WB 0.47 Matrix -MS DEFL. in (loc) I/deft Vert(LL) 0.12 8-10 >999 Vert(CT) -0.22 10-13 >999 Horz(CT) 0.04 7 n/a L/d 360 360 n/a LUMBER - TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 1) Wind: ASCE 7-10; u1t=170mph (3-second gust) Vasd=132mph; TCD �=5.0psf; BCDL=5.Opsf; h=20ft; WEDGE Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) Left: 2x4 SP No.3 and C-C Exterior(2) zone; cantilever left and right BRACING- exposed ; end vertical left exposed;C-C for members TOP CHORD and forces $ MWFRO for reactions shown; Lumber Structural wood sheathing directly applied or 3-9-9 oc DOL=1.60 plate grip DOL=1.60 purlins, except end verticals. 2) Provide adequate orainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 4-6-O.oc bracing. 3) This truss has been' designed for a 10.0 psf bottom WEBS chord live load noncoricurrent with any other live 1 Row at midpt 6-8 loads. In MiTek recommends that Stabilizers and required 4) ' This truss has be designed for a live load of cross bracing be installed during truss erection, in 20.Opsf on the bottomchord in all areas where a accordance with Stabilizer Installation quide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 5) Refer to girder(s) for truss to truss connections. 7 = 1011/Mechanical 6) Provide mechanical connection (by others) of truss 2 = 112810-8-0 (min. 0-1-8) to bearing plate capa Ile of withstanding 423 lb uplift at Max Horz joint 7 and 407 lb uplii at joint 2. 2 = 303(LC 12) Max Uplift 7 =-423(LC 9) LOAD CASE(S) 2 =-407(LC 12) Standard Max Grav 7 = 1011(LC 1) 2 = 1128(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1889/1429, 3-4=-1551/1167, 4-5=-972/800, 5-6=-972/800, 6-7=-963/840 BOT CHORD 2-1 0=-1 622/1669, 9-1 0=-1 053/1186, 8-9=-1053/1186 WEBS 3-10=-408/578, 4-10=-280/491, 4-8=-298/332, 5-8=-461/506, 6-8=-1019/1238 PLATES GRIP MT20 244/190 Weight: 121 lb FT = 10% t i'ese~<g •Peace �a!LgilTmltF 6e'A;1@Df TlDSSES('SitLl�, vt;tst 77WS t (De�eS (DlOY; tU!F!"!U[7&tE0?k7P'era Terhlt3!{nrrneras nlenlvdes tsrtis tnu 6rgsf.a.itpp0D3eritu tt!,ya{ r.Lab In tT. t#reee!tifetl Stbrt nt. G6e,t o:be!xist s'thf ee�t 7D, u7 flikirm+e!Z+rlt4ssh91eaedfaS: SD_h4na;d 1se7nss Ce;pia!'aetr(it,ireea±+Eyivo}Ptsed dry 5$!eyew- maltm et Cn {!etts; sta3cenigrzsrc¢¢sfiht M asiindM will Tins i:pmtaNM WF,, nk IRI. Anthony T. Tombo 11T' P.E. exiued6i:lrnsler ar i3arls;S±n:pn44 ryitt9l D,rar., Cat Dvµ!ltllie,ilediredar6e!? 4j 1C`ftt,hht!r<er:dtkt llGde E6lteduse bml wii3!t{trdt ae9tryd. Tee gptnl le7 Dul ear fiell peel!!tams,nJa?�r.4a0uS.sh!eet,u;c;Piu¢!!!ne3shU>e At;e!p>esui6'sd 1180083 ' tat a=ilfuy Pesl{Oer o>'lrNra;tsr. AD atlas sttedatu iDDad Ut pameet tad{s;6t!'estctks{a:iGtylar.{,utet Sattt(Masxzt{tlSgp�590ed1riFl atd S!(�ae rsferetstl;ufsoralpiluxt.Etdletinsflere,yass!3iCtiesall+4natlit rnss 7ts:gaer:Insl Desi3aresiem mlims5latefc4rer,a:fest tli<t+;e de�rxll;tGd!rJ eel aeon x: rsan4d. ESeTns Doi Eag�set! Is 001 fit 10ti 0ni r,r Tins System Eton« at urifilbi. III I -I au fifini it 7111. o451 Sec , FL Blvd. n m �` - r r Fort Pierce, FL 34946 (cpyrighl 0 2016A-1Root 6esses-AMbayT.Iomba111,R.E. Repichaiaoofibis document, inany farm, ispiabibitedwilhulshe ardtenpermission from A-1Roof hasses-AnlbanyLTomboIII, P.E. Job Truss Truss Type Qty Ply A0056955 70373 T09 Half Hip 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:44 2018 Page 4 ID:bgBJJuT4J87YN WOW1j6wbczWgy4-CiswDmOKPgpGuCJw_P8EpQUVeOTvE?_DKbeEhizRQcP M7-9-, 13 13 -0-0 21-3 3 7-9-13 5-2-3 8 3-3 4x6 = 3x4•= Dead Load Deft. =1/8 in 5x8 = 9 8 6 4x6 1.5x4 11 3x8 = 3x4 = 3x4 11 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.11 6-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.22 6-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) -0.04 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2: 2x4 SP M.30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1064/0-8-0 (min.0-1-8) 14 = 920/0-3-0 (min.0-1-8) Max Horz 2 = 352(LC 12) Max Uplift 2 = -395(LC 12) 14 = -374(LC 9) Max Grav 2 = 1064(LC 1) 14 = 920(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less excepts when shown. TOP CHORD 2-3=-1642/1129, 3-4=-1015/753, 4-5=-863/768 BOT CHORD 2-9=-1382/1418, 8-9=-1382/1418 WEBS 3-9=0/251, 3-8=-689/728, 5-8=-854/953, 5-14=-923/786 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Bearing at joint(s) 14 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2 and 374 lb uplift at joint 14. LOAD CASE(S) Standard rn sis 14 jo PLATES GRIP MT20 244/190 Weight: 118 Ib FT = 10% i6udap •tleeutltngFlrmientlx'A 1 BOOT f1O558{'SELtFA'j 6FWFIA? fE1kS a FOADOIDkS NSIOM(' P0•; AaeeauosaTnr Isla TlrOp dldp! pnI[idlR litrMdad?S 8et9STIEsf Dn m DlawtaptlF9) eH It1 AlOurT.T>aMDf, r.E. TdesewtuHl t45!![S4. Ddess dt .io, Odd u tit ED, Wlp tOTe'asneeml;m'essbAltm luitadmTODto it*&Astisass Dull.6pceu{I.e,Ssatdlr Fspeee lio sod to YRDtgleteia eaysepua dde rul?sdnd ecpu!lrllc rspsE9lllApfortitlos4ad On st:peTnss dgdd lade ED edp,oa.11.1. Re i?sip, asunpi! 1,ol ep.6fim. woldIcp Anthony T. Tombo Ill, P.E. ond/se dt slsu4? up rnldap is lk sesim'.101 datUrt N0*uis u6tril y s:11lydlfiE¢Oesipur,uM;er"d ti, IK'l? OF u14e ladhY31 ntt ell Lle qp al. dlk ED od nF Odi so dti,T—.W,dgKxnj sa;gt, iEsMdatod ImOg ad,t3Ca wpa!:ryd r80083 ds L¢ip Dtfipauditmaltn.6:u:es selulsdelDD sal lae prA�sWpEiddnesdtle trdGy Flepued Sele¢Fdm:nmu{lCSfjpEHistedtp lA aal STU errd euEdrEa peemlpndu[tTI;IEeioa3attspeu:i3uinsaalaH.sdtl.Ins DlsipeetTess Des:pa6piuermArnssMmM![v,uYfs 4451 St. Lucie Blvd. eteMte lsOltdlToOdrld gntd aplaBwlOiq 1p dlpwncs lcadrei TaeTnsshsfps Eyiveer is!pOT en txiYn)Des(paer,nTusspdemigneerdmptaDBa}All [yLi;aod`e:alrteas ddmdla7Pl 1. Fort Pierce, FL 34946 (apttight©201Gi1-llotfTtusses-AnlM1aoyT.TomhtIll,P.E. EeprodudiaoullM1isdtmment,ioaoyltrm,isprohihBedwithtNshe-699aptrmissianfromA-IlleniTsusses-AashenyT.TtmbliIII,P-1- 0 Job -- Truss Truss Type Qty Ply A0056956 70373 T10 Half Hip 1 1 Job Reference (optional) Al Koor i russes, rOR t- erce, rL a4z 4o, ue5lyri(w_u 1 e1uSJ.WJ11 .-1-6-0, 1 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except' T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-15 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1064/0-8-0 (min.0-1-8) 14 = 920/0-3-0 (min.0-1-8) Max Horz 2 = 401(LC 12) Max Uplift 2 =-396(LC 12) 14 =-364(LC 9) Max Grav 2 = 1064(LC 1) 14 = 920(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1588/1033, 3-4=-811/546, 4-5=-711 /567, 5-6=-655/605 BOT CHORD 2-9=-1353/1359, 8-9=1353/1359 WEBS 3-9=0/323, 3-8=-857/893, 6-8=-821/884, 6-14=-921 /816 -1. OY. ;IVJ Ucl: 11 G 1t rlll n.u.l�v�Uca. li cule l+llcn 1,uu�uicu 1,lu. ,,u r.r, ,c, ID:bgBJJuT4J87YNWOW1j6wbczWgy4-gvQJR61 yAzx7WLu6Y6fTLe0liom6: 15-0-0 21-3-3 5.00 12 4x6 = 5 3x4 33 /� 9 8 15 1.5x4 11 5x8 = 14 CSI. DEFL. in floc) I/defl L/d TC 0.63 Vert(LL) 0.16 9-13 >999 360 BC 0.74 Vert(CT) -0.31 9-13 >821 360 WB 0.87 Horz(CT) 0.04 14 n/a n/a Matrix -MS NOTES- 1) Wind: ASCE 7-10; ult=170mph (3-second gust) Vasd=132mph; TCD LI=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl.,GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFR9 for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate c)rainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonco current with any other live (cads. 4)' This truss has been designed for a live load of 20.Opsf on the bottoml chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing atjoint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanics connection (by others) of truss to bearing plate capable of withstanding 396 lb uplift at joint 2 and 364 lb uplif) at joint 14. LOAD CASE(S) Standard 3x4 = 5x8 = 6 7 2x4 II Dead Load Defl. = 3/16 in PLATES GRIP MT20 2441190 Weight: 123 Ib FT = 10% 1 G'cury-rinsedurryHTmit+Ik'Ad IACr f19S12j SEREC>, 6IW91liEnIS d (9F"v111C (9STOMj !AR]'j.CICML�'�c"YEMi'6m: ie'!Ig 9Np gu�a:ltn o!1!e^deiles p l4tl:ls! ie!a 3rsr!ylr[4; rrf N:t ltlt+rT. ruf! C!, r.Lrdnxe llnt:e�e nl. Odes gker+ise field lsdeTW,ee!y tilhiurt!mrg:ees sld;MnNh!ttt iDDhSe.dtl.ASO..Dni;l6ptrail!.$e;ilur FtCnlA„ri!ndn¢gND ngnsetls rt¢n7dmarr lie gld!ssiud e¢eeilgnsglrulidr b;dei¢:medl s:trieTn!sd!pa!1¢dtlDD edr, vaderi•Yl.ihE!s!glmnuKlm.hd:tgmtinn!. nndiUg Anthony T. Tombo 111, P.E. VA'set!LM!I!Cis'-strl'1!61is It, "llu!lil!a711 ftUnit, Ike 0-isamit9g,-dr1k,101I114 ge!iptr, m issi.49it N I7,r,s!i osil: Imul Y:I(.gdt.3 eKI. lle[gl nl d lie TDO.1.,1 fits l! it, TRm.! ,dq �4�}s%r94 I[!h45%oxitisadn! gii, i�!!f!rx 1:!1gd z 80083 ' detaexgresra!rdbMdr'.ARWn SOW WIND rd 1h pluesoaf g:igmsd11!t0!i(wpl!g Seee h!lmenn(tfJydaseed 9i RI 11d SIUl,mi. sef6!gndp;dua. TPil k5ces4eresgt^m 4itbes¢1C1!ilset!1!rssPesigln,T:ns Dlsga Fsgh!erealrrts. pnHtiehtr; n!ess 4451 St. Lucie Blvd. r3!!+in iduEZlr¢{.9sd rgerd 1g11hwrifiry lr d!g1rt:¢le!uni lhcints Denm Eaguter:s MDi de rang Ces;g!n, rrTas ggC!a Bgunrdmr5+d5ig. All rq'da!dhms cam ddxdialrl 1. Fort Pierce, FL 34946 (oppighl©2016A-IRoa(Losses-AnihonyLTombit III, P.1. Reprodudiondthisdocument, inanyform,isprobibtedwithout tht!ritlenpesmissionhomA-IRaolTrusses-AnthonyLTomho111,P.E. A0056957 .soo I russ Truss Type Qty Ply 70373 T11 Half Hip 1 1 J Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 112017 Print: 8.120 s Dec - - -0- - ---- 8-6-14 17-0-0 21-3 . -3 1-6 0 8-6-14 8-5-2 Inc. Thu Apr 12 16:02:45 2018 5.00 12 5x6 = 6x6 11 6 6 a 158 16 7 4x6 = 3x4 = 4x4 = 3x8 = 9-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.36 7-9 >703 360 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.52 9-13 >486 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(CT) -0.03 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2'Except' T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 1 Row at midpt 5-9, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. :] REACTIONS. (lb/size) 2 = 106410-8-0 (min.0-1-8) 14 = 920/0-3-0 (min.0-1-8) Max Horz 2 = 451(LC 12) Max Uplift 2 _ -390(LC 12) 14 = -401(LC 12) Max Grav 2 = 1064(LC 1) 14 = 920(LC 1) . FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1609/1055, 3-4=-1221/828, 4-5=- 1091/858, 7-1 0=-764/834, 6-10=-764/834 BOT CHORD 2-9=-1471/1393, 9-15=-453/439, 8-15=-453/439, 8-16=-453/439, 7-16=-453/439 WEBS 3-9=-637/903, 5-9=-770/941, 5-7=-842/905, 6-14=-921/852 WEBS 3-9=-637/903, 5-9=-770/941, 5-7=-842/905, 6-14=-921/852 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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 = I O.Opsf. 5) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 2 and 401 lb uplift at joint 14. LOAD CASE(S) Standard 3x4 = 3x4 = 14 ja Dead Load Dell. = 1/4 in PLATES GRIP MT20 244/190 31 Weight: 120 lb FT = 10% 6euq-llnsedrnyMprnigtie'A118P•fi:iSSrS�SE(I[t'�6EA32;1EINS8[QEtAiI[1S(iS10Mj dU17';1(r50i:iP5YFAi I%6. TfifJ T111getQe3F!e1313(N.'d eNiipi'di TNi1§33!g�f Pn%Iy�IP�lf�!�Jtl§N/T, tQ2�9P1,rEIliQeflF§!Hi§YFTnf. PAltl:iful3MIN 1!d:fF41§ITPP.LEj gsTeknsestnr§!fes shdi genedhrtta TDDnhe nPl. AseTrns DnigF Eegicex{i.e, SgFNDy6drssr;,riouFlnnplDO nprnuls FelFnr n;e dttspOsssinel ey!ennrgnynsllil!rybrtle les gadteeswpFTnss dy!nslnrie lDD nit,r,Meri§FI.1&ksip nnnpues.6d:egastlnvn,smdimg Anthony•Tornbo III P.E. r dIn'i ees mesh! F!lnitI is Ilems"Ai dftOnn,@e PiFFsisckmdo;d1,11, Idlfis Dni Nr, y IAnFtoddtes IKtL-1EMet budW it WMI. Ike y ' ( ! �! r § ! �§ Qjnsddlh IDDlaiu!RelluedM1l Tnss.udFtint�.cg.s!QeSF,fFstFPetiu ofEmig s4ilit: N~reyttUh!fiFt 280083 ne{ei!eeg DFsgsi sr![FCrt'lc Ri n!es stient!etlelWWli!§iMrtesalgQldnesdNslNdy(Frt{n=nSd3ry lfFa�n76f Nkhsled d)SAwI SEUnerda:ndhs peen! 9mr_W16-hers3:Nsµsi§iidies rolls E!131 sNui erhess),iPEegfl:NalriF55i3liFiFh!ll,aass 4451 St. Lucie Blvd. tYerise ldirFllpa(ed;tti opesdFgauvmiep l)dlgm;n lndFe§. 1§einss grip Eyimer is HOT Ca rz .JNsfpQ,NTNss Sgsha Equ:er of.ny b hal YI Np 1da.4hios NemdeDFel IalPTI. FOIL 1 St. FL Blvd. Copyright 02016A-Ifooffrosses-AmhonyLTomboIII, P.L Reprodutlionofthisdocument, inonyfores, is prohibited without the rrinenpermissionhour A -I Roof Trusses -AnthonyLTomho111,P.E.34946 a Job Truss Truss Type Qty Ply A0056958 70373 T12 Half Hip 1 1 Job Reference o tional Al moor I cusses, t-ort vierce, t-u 34i:mo, oesignrmaTTruss.com 4x6 = Plate Offsets Run: 84.120 s Dec 11 2017 Print: 8.120 is Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:46 2018 Page 1 1 ID:bgBJJuT4J87YN WOWl i6wbczWgy4-85zheS1 axH3_8VTJ6gAiurZtvC8dit2Wov7KmazRQcN 6-6-14 4-11-15 2-3-8 ' 5.00 F12 4x4 : 3x4 = 6 7 3x4 i t:4 5 3x4 3 11 W4 11 10 9 15 8 1.5x4 I 3x4 = 6x6 = 3x4 = 12-8-9 21-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.09 11-14 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.17 8-10 >999 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 1 Row at midpt 7-8, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 948/0-3-8 (min. 0-1-8) 2 = 106510-8-0 (min. 0-1-8) Max Horz 2 = 500(LC 12) Max Uplift 8 = 461(LC 12) 2 = -379(LC 12) Max Grav 8 = 948(LC 1) 2 = 1065(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1672/992, 3-4=-955/507, 4-5=-796/530, 7-8=-215/268 BOT CHORD 2-11=-1499/1459, 10-11=-1499/1459, 9-10=-807/804, 9-15=-807/804, 8-15=-807/804 WEBS 3-11=0/269, 3-10=-749/777, 5-10=-262/557, 5-8=-1027/1028 NOTES- 1) Wind: ASCE 7-10;' Vasd=132mph; TCDL Cat. II; Exp C; Encl., ( and C-C Exterior(2) zl exposed; end vertical and forces & MWFRS DOL=1.60 plate grip I 2) Provide adequate ponding. 3) This truss has beer chord live load noncot loads. 4)' This truss has be! 20.Opsf on the botto rectangle 3-6-0 tall by bottom chord and any I O.Opsf. 5) Provide mechanics to bearing plate capat joint 8 and 379 lb uplil LOAD CASE(S) Standard /ult=170mph (3-second gust) =5.Opsf; BCDL=5.Opsf; h=20ft; ;Cpi=0.18; MWFRS (envelope) lne; cantilever left and right left exposed;C-C for members for reactions shown; Lumber OL=1.60 rainage to prevent water designed for a 10.0 psf bottom -urrent with any other live :n designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members, with BCDL = I connection (by others) of truss Ile of withstanding 461 lb uplift at t at joint 2. , 0 Dead Load Defl. =1116 in PLATES GRIP MT20 244/190 Weight: 118 Ib FT = 10% Cede-rlelselluiitNrrellrp ltr'6-I IOOE nDSSrSI"iEflElj 6EA;t!(1E61S8[O4riD055 CJ5T08j 81i];TCIIDRT.sirSYf�lx>:Tc�lydP ryivdrif nererAnlesullslnu 9esIaDrsriyER's=Ir1 ttaldlRPl. iczh D(rE tdeeai Rnt isz2 g/. Odeu rdxiise ildd ierleiDO,mj ILTFi<im�tlllkkl{Saliiilreilitrax iDDh4i idiL SSLTIRf DKIri FlSl3Hll!.Sfl:IlDr eager;.ne sed lluTTDDujrestdt lteirenl'f dieeIRS;SSIndttt%E::IIOIIymiglA('Irih ilK%lsi lit syETneS iler'v�!iltidl TDD eiSr.Pe(affEl.Thil!5'f:9f1i8Nl/r1S1['(&j<u61fN1,fiih41laJ Anthony T. Tombo III, P.E. cS Ise dFiis Tuss!an(Idilirt if lhresrn!itilft0eGum kO.uisrdsoderl ePde lie Idling Drip" nenn:dd Pu In%!S3; Itkt WillI'I'6rl r4r ulMi. Thnisiul dtle TOD tail.,,, Wi ge dhi Tnfs. hddlgt Tit s%igrJW,1idin u24n!in still." 1�1 m sUty.1 :80083 ' ihM:ilap Des!,r..r: iri QaCi[A!.Ail Ras sdml h Re 7DD IN lit Mail rraplil Sell h.`a!!lelu{i(1f, pN!shd 4 In W SIP nand ImP—!p4me lr4l hhRs3ett:Pm 4Jsins uldlladdal!issMilPer,T!ess Oefp6pramlrrea6hvdi!1e!lr, R'!fi Armuldiirll efid:mi edePihriai i ill n:nlmc:reiT4eTnssOenaE ieerlsrOiDetdtia Drti aa,trTntfl uia ilvrda SiDL1 (n -_a!6te:asuemilrtldhTrtl. Fort P er Lucie Blvd. P F n T r gi I t r� il i g q.w Fort Pierce, R 34946 (opyri;hf02016A-fRoaf asses•AnlhonyT.TomboIII, P.E. Reproduaionofthisdomment,inany farm, isprohibitedwithamthe writtenpermission homA-I Roof Trusses-AnthenyT.brain111,P.E. Job Truss Truss Type Qty Ply 70373 T13 Monopitch 1 1 A0055959 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:46 2018 Page,1 ID:bgBJJuT4J87YNWOW1j6wbczWgy4-85zheS1 axH3_8VTJ6gAiurZspC9gixsWov7KmazRQcN r1-61 7-1-3 14-1-14 21-3-8 1-6.0 7-1-3 7-0-11 7-1-11 5.00 12 2x4 6 3x4 = 5x6 WB= 6x6 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.37 . 7-9 >680 360 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.65 7-9 >392 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017(rPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1065/0-8-0 (min. 0-1-8) 7 = 948/0-3-8 (min.0-1-8) Max Horz 2 = 552(LC 12) Max Uplift 2 = -360(LC 12) 7 = -527(LC 12) Max Grav 2 = 1065(LC 1) 7, = 948(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1679/958, 3-4=-1301/688, 4-5=-1127/703, 6-7=-199/287 BOT CHORD 2-9=-1563/1472, 9-13=-824l760, 8-13=-824/760, 8-14=-824/760, 7-14=-824/760 WEBS 3-9=-487/700, 5-9=434/746, 5-7=-992/1085 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 101Opsf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint 2 and 527 lb uplift at joint 7. LOAD CASE(S) Standard Dead Load Defl. = 114 in PLATES GRIP MT20 244/190 Weight: 114 Ib FT = 10% ItreWor•rRvseHmyHr rnh+ihe'A-I I3OF 0OSSLSt'SEtIEI'd%18ALfEld58(Op*1il0eS (dS10M{dRY; A(reOF.FuSdEMP Iwa T01 hopPutadus tadreedtdtsostlislass Oes!ga ha+iy ii(;r}rtd da AWsaTI. icalaRIJUduemt Sin! 4 nest. Odes Wier+ise ddtdte400'ahy YlTt4stmxmrr!hsslaltte redbr r&TgOh6e tdil. Aseltass0.11. hpseu(i.e,Syenttly 6uuuJ.3t ud INBymripuednuap,�:e sa or pdesdndeubetNgreynWNmy S:Ih lts!gadke szPtTnss d!ymHn11e1Os,11,eaduTiYl.Tt2Eeslgannaplits, Itei�gut6nns,smtnu¢ Anthony T. Tombo lll, P.E. His dfii Nshr.1 taleils isthresdusililihdCeOntettt OmesOavtd epd of lit reldiu OniSN4oCenNW d!i,Most u(rdtle h!diaY.q Mt alL?Ft.leq)snt!dsit 100 Aas!Beldmtdra?TssstldeffteTad:6:M,g,,!uMWne Wirral Sdi'e 6, ttpidIlsA t80083 dtla:r1D,s:P!trdCss-A!.An.MidoleOsI tolNpubntftadgtddaldlhMil(KraedSdtph-hoirl6fplld'd611?1.d AtrtM 1eePl'jt-1postaTritifSHittR;paISAIS.161issdkitissNsup.,1:KsDrop F➢g,tr®STRSSpidt7N,RlSS 4451 St. Lucie Blvd. sttnist ldiud lyowl,M qed qu It Volt ly dl ports lstdvi Fort Pierce, FL 34946 (op),rig6102016A-Ifoatilnsses-AnihooyT.Tem6oIII, P.E. Replolluding ofthis doctomenf, in any form, is piolsibiled Allicul the written permission hour A-1 RoafTiosses - Anthony L Tombir III, P.E. r Job Truss Truss Type Qty Ply A0056960 70373 T14 Monopitch 4 1 Job Reference o tional Al moor t russes, rorr merce, n_ .W1140, ae5rgnt(_Va r sru55.wn1 mull. e>•t, 1.5x4 3 i 4x4 = s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:47 2018 Page 1 ID:bgBJJuT4J87YN WOW ij6wbczWgy4-cHX3sn2DibBdf2VfXixR361 ZcVvRO6fOZtul1 zRQcM 14-1-14 21-3-8 1 7-0-11 5.00 FIT 3x4 611 3x4 3x4 i�'- 5 4 9 13 8 14 7 3x4 = 5x6 WB= 6x6 = 21-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.37 7-9 >680 360 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.65 7-9 >392 360 BCLL 0.0 Rep Stress Incr YES WB 0'.46 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1065/0-8-0 (min.0-1-8) 7 = 948/0-3-8 (min.0-1-8) Max Horz 2 = 552(LC 12) Max Uplift 2 = -360(LC 12) 7 = -527(LC 12) Max Grav 2 = 1065(LC 1) 7 = 948(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1679/958, 34=-1301/688, 4-5=-1127/703, 6-7=-199/287 BOT CHORD 2-9=-1563/1472, 9-13=-824/760, 8-13=-824/760, 8-14=-824/760, 7-14=-824/760 WEBS 3-9=487/700, 5-9=-434/746, 5-7=-992/1085 NOTES- 1) Wind: ASCE 7-10;' Vasd=132mph; TCDL Cat. II; Exp C; Encl., and C-C Extedor(2) zi exposed ; end vertical and forces & MWFRS DOL=1.60 plate grip 1 2) This truss has bees chord live load nonco` loads. 3) ` This truss has be 20.Opsf on the bottorr1 rectangle 3-6-0 tall by bottom chord and any 10.Opsf. 4) Provide mechanics to bearing plate capa( joint 2 and 527 Ib uplii LOAD CASE(S) Standard /ult=170mph (3-second gust) =5.Opsf; BCDL=5.Opsf; h=20ft; ;Cpi=0.18; MWFRS (envelope) ine; cantilever left and right left exposed;C-C for members for reactions shown; Lumber OL=1.60 designed for a 10.0 psf bottom icurrent with any other live m designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members, with BCDL = I connection (by others) of truss lie of withstanding 360 lb uplift at t at joint 7. Dead Load Defl. = V4 in PLATES GRIP MT20 244/190 Weight: 114 Ib FT = 10% r�dn.Vetrnwetpup!eo-th'alm0sn,5spsrslulr}srasutuusaroecmDesosron{atn;uraDcastperI!ILVerdidtapp—d,RaLRatiSpI15I1e!SDPSWDS/IirflrPI d1lAstrr.rasaGi,ri.Id... Oedh`trtFs.Ud!sst@enri!eridstatletoD,tay Ylreiatxatrr:[':esslilit: anti hr l&iDDlaktdiL As,Tins Mitt ftow0.e,5100p 69eer`;,neudnupTOO mptuds to usetasa dike Irdniand err'treas5 rspnsDllap'm:laeeesod th Wpliws hpnd witTDD sdp,r@rrnl.7&tsdpanstaptues.bdr7 rallnx:, stadifdp Anthony T. Tornbo III, P.E. rl tsedrils rrtss`st wp rdility is De resinsiblirydF<Dntr.140sarsta:�ri:tle lu lie rnwtg Desipxr,.a l5eswtndsu lr(,tla L+i alfie br�s'diy nficd 1. lee ei'eapDenvu!ed(smatat:,,280083 Ali wu seltel It&EDWlh rmaus®l p4dwsd1LWMIwwtSderhmp,V,pmrrSwsci md&Ltss Nsipnbms M.rpuewsh>ess YmAtatrec w'ns ' 4451 St. Lurie Blvd. s#trtfulsdtst Spo6v!wl tpetl epnVwritly 1polpm:es las:d!ei T4einss Csnafapiturls NCT"Merd'A�p Cestpaer,wrmsSps!!a 6pn!ere'opl.ilrup. All s�>dtrt3};es Hess ddndiailll' Fort Pierce, FL 34946 Copyrightm2016A-1bafBusses-AmhaoyUrimha111,P.E. Reproduction of this shimmers, inany form,isprohibited without the�iwtitteapermissiaotsomA-I flaofTmsses•AothanyLTorah III, P.F. Job Truss Truss Type Qty Ply 70373 T15 Monopitch 2 1 A0036961 Job Reference (optional) Ai Roof Trusses, tort Pierce, tL 3494b, cesignLaltruss.com Run: 84.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02A7 2018 Page#1 ID:bgBJJuT4J87YN WO W 1j6wbczWgy4-cHX3sn2DibBrtf2VfXixR361 JcTfRO2fOZtuI1 zRQcM r1-6 to 7-6-8 13-7-5 21-6-8 1-6-0 7-6-8 6-0-14 7-11-3 46 = 5.00 F12 a :a o 0 3x4 = AIM = -6-8 7 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.27 9-13 >930 360 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.58 9-13 >437 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) -0.09 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x8 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1070/0-8-0 (min.0-1-8) 14 = 911/0-6-8 (min.0-1-8) Max Horz 2 = 543(LC 12) Max Uplift 2 = -366(LC 12) 14 = -507(LC 12) Max Grav 2 = 1070(LC 1) 14 = 911(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1618/934, 3-4=-1196/625, 4-5=-1053/646, 7-10=-614f703, 6-10=-614/703 BOT CHORD 2-9=-1510/1407, 9-15=-882/855, 8-15=-882/855,8-16=-882/855, 7-16=-882/855 WEBS 5-9=-348/656, 5-7=-1 00 1 /1033, 3-9=-492/680, 6-14=-914/926 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Bearing at joint(s)14 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at joint 2 and 507 lb uplift at joint 14. LOAD CASE(S) Standard Dead Load Defl. = 5/16 in PLATES GRIP MT20 244/190 Weight: 135 Ib FT = 10% Ks�dry-rleasetluaykiT nelewfa'd-1IDDE nDSSrS i iRlEl't fdD3A(IEIdS 8 (GKDiflE53 [DSTDNI 3DSEl') ACr16Gt(pgNENS' Isrm. ye,* dady Tuacaders cd rtdedaz a14sLess Des gs fiawiy IT(Uj ad to Ad1uil.IniD Dt, r.E.Ideeta sEed 14tns. Ddess sthrsiu dde([n ke ED,a?e kiiego¢ENrTltes sSd(hasel4r WIND to Ee adii Aaeirns Desigv EsTlrzn jl.e,SRd[Hl6duar;,2 sad a ter Too d 11M it Ike TOO all,a[erle'H.ihd:stlamsmuiew,leel.[7uelmns,smcltlry Anthony T. Tombo lll, P.E. td e!edda3ltfs4alllgdl(ilp Is rtlTH!IlilardttOnae,tle Dratf CA`9'QEd FadetEe ksl(Ia@Desigrel,glee[IdlddlieW,6eie(adtle4[dedksge(tWKI. Thsipuddhe TOD edmfidenedfit Tnss,iodrtigl:�:"v.}sa;rye.iasNlatin aueNeip sill h Asmirmi tyd z 80083 I tee;;fapDesga:elfiCaM!.iiaessdalulQeTDD,dtapgkesalgne9usdn:kibil(wiaetlSeat ltemtbi-ATrNISEe IAadSKA dun[dfxnenalpeAaeTrteercesa:respaar:nesna�ae!�eTnssosdpK,T:ess�espE,�[r®ersaswvh!�e[,se�ess 4451 St. Lucie Blvd. deviseddi,,I Epa(d;dl ged,paa It 0bl irdlItriz Indsei ThTress Cola Eajiaer is NDt is eddap Dsgau,nTuss Spdem bpetremodaS. All(911.4*m nenddadlnTITt. Fort Pierce, FL 34946 (opyrighl02DidA-1Reof([asses-AothanyLlembo Ill. P.E. Repsedudionofthisdomment,incoy Was, isprohihiledwithcutthe Written permissionfrom A-IRaofTrusses-AnthonyT.iom6oIII, P.E. Job Truss Truss Type Qty Ply A0056962 70373 VO4A Valley 1 1 Job Reference (optional) Al ttooT i russes, rorE rierce, rL ,wawo, oestgntt✓a nruss.wnt 0 2x4 i 5.00 12 Run: 84.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:48 2018 Page 1 1 ID:bgBJJuT4J87YNWO W 1j6wbczWgy4-4U5R373rTuJiNpdhDFDAzGeOL?yjAyVpFDcRgTzRQcL 2 3x4 = B1 2x4 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.09 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB, 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) ' 1 = 133/4-4-5 (min.0-1-8) 3 = 133/4-4-5, (min.0-1-8) Max Horz 1 = -14(LC 17) Max Uplift 1 = -48(LC 12) 3 = -48(LC 13) Max Grav 1 = 133(LC 1) 3 = 133(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical -left exposed;C-C for members and forces 8f MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 48 lb uplift at joint 1 and 48 lb upli# at joint 3. LOAD CASE(S) Standard 19 w 0 PLATES GRIP MT20 2441190 Weight: 11 lb FT = 10% gne=s}•Fiwit 6nsgslreuK. Cf'I IWriIUISE4;'SOt?I';.St:UtTslY.it{GNO?il�Mt {t"siEY!IURI"1 0k1{6-Y5I'f:ra 7nftitvp rnt�tis atlot "Its testisrtfs 6esyttr)ritr(;OlnW4: sump T.{tat£ICPLIt'fttueiitt{ttlf!t ne.r f.sc]esik sMe6se 11 lcD, )dr flrshimstNEl)les skz7le nedhs5eTi3sehsdit lsstnssCena FsEixv(i)„Spfwryfa}xnLroesnf eterp lE`Jrt)'tseaswautpl¢eaaf rrslesilkYd:ft19!tl9j!t5p[�SRiilttl lte d!iIP t1.^>i Sigl;Tlt3S ltri^,.cL01;4GtTitEI!,t4{&{rIS. Its dtSl]i e!!fSY2m,IKiai�:%'it[f;!£:ih Anthony T. Tombo 1Ii, P.E. esdtet At5t3ntf In cal St;l slisCa nspess:!?pe}Itt D+fa!,tar Uron's sdln:sd)yatrtdtlr'e:cg OeLr tt,it Ytewssld A+R4@e iritxAa lnslfydrup tt{tc+fTll•I.Ttigpnnl ofblA stiplfidta;t9i4 loss; itde;4hnelup; sbigt �s 'dmlad tassng still at Its tupssi4i.1 „80083 ' pitsillEP!tiSlEfplCtdfXlil.ill8ik!t11MOrieTCfKRipeCWt4dtk:l:Stet{�eEY:SE6p{IID)itli7SPMfI6Ite5Si3T:SDp)7Si1NM'eHtSISE{EQtiFtlttt(IdEitttflFdin�%t.Pith£.C!flltffipf!ISiLffCldd�IN1eS53T.'Et1CF4§LK;,eR1CY31j!St{ttK(itei!YSfi.{S6di......mltif 4451St.LudeBlvd. tUftEisedetwdlTe (eshN gsttl rya iisd'.'satp a's`pstiet ii!t6ed; i!e Usss Ptsrys Ey=xt{is ShE fit Ieildol Otsiper.s:'rsss s{stta Egixr<tlup ItilGty, i'apuanstl twR! at esddned it {fl 1. Fort Pierce, Fl 34946 (opyti0bfV2016A-TRoof trusses - Anthony LTcmho111,U Reptoduniouofthisdsrumentinanyfarm,ispichibi{edwithouttheirtineopermission(tamA-IRoofbusses-AnthonyLTombolll,?J. Job Truss Truss Type Qty Ply 70373 VM2 Valley 5 1 A005o964 Job Reference (optional) h r nuur r rushes, UehISjn((vd i uuss.win I Run: 84.12U s Dec 11 2U1 I Print: 8.12U s Dec 11 2U17 MiTek Industries, Inc. Thu Apr 12 16:02:48 2018 Page a ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-4U5R373rTuJiNpdhDFDAzGePB?zBAyVpFDcRgTzRQcL 2x4 5.00 FIT 2 3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip"DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 56/1-11-6 (min.0-1-8) 2 = 44/1-11-6 (min. 0-1-8) 3 = 12/1-11-6 (min.0-1-8) Max Horz 1 = 31(LC 12) Max Uplift 1 = -18(LC 12) 2 = -37(LC 12) Max Grav 1 = 56(LC 1) 2 = 44(LC 1) 3 = 25(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle M-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 37 lb uplift at joint 2. LOAD CASE(S) Standard vir"-diwp lint#?wlea,tit 'd1 E00dTiUSSESrS((tR"ffi(U(!Eit4St(ONDifl2YS(OSSGM;YUsEd`dtifa0A1[OEstiSrfxa. deter dsapp:earas salrnd vetet st H'sTt.ss Geiya k'piepP001m1b?dn!iagT.Taah IT,1,1. 161- Shithra. asa. Wes alrnisi shed Witro, atld �iel4ave rlldes Steil N.sedhrirTa hke}Cii bad ass C+s:a dyvees(n.,Sprdq(s7isnl, ae sev[enayl.0 npese2smrsepined sFdessaec eo(ran�rn�tis�.t!tar tks ds4pdusisglttrass dy�^edm Ml:'9eelr,rtix lPFl.f deslp nua}.am,Ini;y TShs: sx?u}:an Anthony T. Tombo 111, P.E. .I.f61rosirssshrayk,.Nis!s�nspari=!aydAt Ocsn, fit 0.rislAwnd r(tI$t*' 4Cti.wialewitit!Mncdt 0(adAelnshriUitg rtdtwdiN•L DegFug ftar'o ad F1 hu ItAAt Tnis, sldlfi At tesihsnil7 d ' ,',' 80083 faelIdVlh5ip1f61di6diA:itf.Vwrs411I'M1TMgd@ipeetteialpdt!3§S06OILSloi-ISdtldldrmT.d31.FrhI0yfl.r1S1(dnni`ettM.psei!p1wi.T7I"II3IM1M13fijifS�itl.!�4Sa1ddhlt50lla3Tleteut.�QAN,""t,Chip(0�ikeHaedS.-99IBhft..." ., 4451St.Lucie Blvd. .atasi;edr!aedida[whtd.prcd slab itsghsi ycliesG!sf!td.1le Tnu Otilp kow isS0lht 1611h1 Unipfs:TossSyAss1.114wd of 1,1!lu1, L u10ehN lras m a dehud 4 W. fort Dleroe, FL 34946 .(opright02016A-IRoot Trusses - Anthony 1.TamboIll, P.E. Repiedupionalibi sdocument, in any form, is pmhibiudwllhoulShe writienpeimissier. from 4.1goal Trusses •AnlAanyT.TomhoIll, P.E. 4 Job' Truss Truss Type Qty Ply A0056965 70373 VM4 Valley 4 1 Job Reference o tional Al KooT I cusses, tort rferce, rL ueslynLn I uusa.Wm s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Thu Apr 12 16:02:49 2018 Page 1 ID:bgBJJuT4J87YN WOW 1j6wbczWgy4-YgfpGT4TECRY?zCunykPWUBWzPlxvPIyUtM_MvzRQcK 4-0-0 1 2 1.5x4 W1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a - n/a 999 MT20 244/1.90 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 13 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 140/3-11-6 (min. 0-1-8) 3 = 14013-11-6 (min.0-1-8) Max Horz 1 = 77(LC 12) Max Uplift 1 = -45(LC 12) 3 = -77(LC 12) Max Grav, 1 = 140(LC 1) 3 = 140(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord iri all areas where a rectangle 3-6-d tall by 2-0-0. wide will fit between the 'I bottom chord and any othermembers. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 1 and 77lb uplift, at joint 3. LOAD CASE(S) Standard ana y-P;fatt �ncr}iN Hutt t4'1' 1@OFt10SSi4,"SH!fI'(.HNfU! littii t:Gii0if3rtlf:GS1C4r�jy(I" {tlr7i1rD5sti5Pfsea cud: iopp oeeids ul tell fu!s n WOoss 63sip Noiq,NPleAlhs es! tee T r3a331CP:.la ue!mif3tt ltfue tr.. Oce;t o!7nrist 3!3!N a5t T Q,ah W3ldtcneth+pletes sle'.Iie e;Mlmrt!IC?hh3e5t Es 31entbtsim s(a.!tl(ie.Sptr,=!!6;leaf,I!!sed!sayrJu>•es�3mestptntedGt i:dttx:te'e>yauisgt3tpces'vJdrtet L4lesindat sia313imsp:pi:eln±eT@gtd.,3dxlrl.l. ii.les"ryrc eursp:�s; :rp ✓tieu;t atr Anthony T. Tombo III' P.E. etfesttirds tt hl eyt;T pISbagtusl,.Ty dN Crxtt, 6t One's sefivirdq'd#r12UM:" 5,1.1%li ff313S'ie dIM It &utfIRt Ivil 1111J Ulf@IIN-I. he gi,011I� w?lwl W 63 fifli'a �xpia tefTress,u'Vq'sbigt C"vL6ncd3 Wfq s4d113 AnaN3tnil7d T80083 ' ntkiUul4esigaermlftertaltr.lilt»3siel3dati3T1?trdCapacie3ulgnG•'�mtu?h�t'[r,{(axymeuSaMyltfusuu(t:Sltpa)ls�ed471NeadS3�y`A,'uettWwnM.lwgped c rP4lld�a!slietftynav4�f',xed!*un3yheLe:tCet.pu,ylot3Cn�ptGpaetrnlilassmae5flfrer:oalus 4451 St. Lucie Blvd. tRer�i;(Idntl3*eG3h3:lep3d epaeu�+3sply o?ptrlits fa!ehep. itih3st lxsi9. Eafufe istSt Gtlultiq Gtsyttt.0 Tm3Syslea Ealia�tlmieit6q.t(upit3liadferm ae is ttfieeen7Pt1. For Pierce, Fh 34946 .(spyrighl02016A-1Red Trusses -ArthooyLlemboIILP.I. Reprodu;tinoel0isdoomsnl;inany lmm,isplobibitidwithout lkiwlelenpetmissioohem A-1Roalbusses -AotbanyLTombeIII, P.I. 70373 J VM6 l Valley 14 1 11 A0066966 Al Roof v a 0 Mcom Run: 84.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Ir ID:bgBJJuT4J87YN WO W lj6wbczWgy4-YgfpGT4 6-0-0 6-0-0 1.5x4 II 3 5 4 2x4 1.Sx4 II 1.5x4 11 I LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.17 BC 0.07 WB 0.13 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) n/a - n/a - 0.00 I/deft n/a n/a n/a Ud 999 999 n/a LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 67/5-11-6 (min. 0-1-8) 4 = 102/5-11-6 (min. 0-1-8) 5 = 290/5-11-6 (min. 0-1-8) Max Horz 1 = 126(LC 12) Max Uplift 4 = -56(LC 12) 5 =-160(LC 12) Max Grav 1 = 67(LC 1) 4 = 102(LC 1) 5 = 290(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-268/443 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 2).Gable requires continuous. bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurre' ht with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 4 and 160 lb uplift at joint 5. LOAD CASE(S) Standard 2018 PagQ 1 PLATES GRIP MT20 2441190 Weight: 21 lb FT = 10% ilaicay-Papa [nee 3y so-ta tie's(DDfTIDSStsrSCiti';,CK,atUllllKStiD4DT.JRs(sRC4;'tNii'R(Ra7lilEDSY:-Srfera rt5dsftsspyraa5nrs of fadsoits [a itis rns$ Mist Dwiep Dood!i hul I.ItaH 111J. le." ishilhfnenv Mis mUv" sts?do ReTD1141! MliTetnwsYs yDlas abd letsedfttTitfb tole rdidksa Usu CeSip sayaterll.e Speca'yEstiasateeladaacp(D9 esgesess e,a:srymn�el;ahssiEsEa165s�nsPasi�Mhs ks d=.tip dtiS tiEtIE i5�5!!!ideA�klC�aalr,ada7P11,ReleSiyEnsealkm,ia)tos; 5rh2.bh aad nasf lhrinss in kiS7. isR:.m _s effis Cr s:,rte DrEn'sattlentd aert6elr`.. xa h6e ftCep[dllt it rsl lt(aadrtt lani midis tKs' cit%.L b- ivatyf%kMWofDdd a net at loss, uslar 100,stu t.@5trdateeolk sisn it na n: sdi4-ad Anthony T. Tombo Ifl, P.E. Zh 1So PI Ai 8 O>mm�Sdnl Mtt£CPo(�SD(PLi33eMIPmlSKA Ptt(4NIEnfiYgFECEI1Nt&%IRrt:llap3fLtlFiaii51Y1Lbt Ptl fa1430I3aT5Kf itLWWin55 itLJ9LJiltw plfl05fYiItlECdlt,�_5f88083 cia'!.RTarr_q lys; yerin iw0itit rms Paslpbffasais 4D1 tit Why Dtsipn.elsns sysito raapr' A nl sEiiriq. LsgiWctf lt;as snndfibeeg1yFl. 4451 St. Lucie Blvd. (opytigbiti2015A-1Raullruses-Aotboayf,[ombolll,P.f,Reprodurtf000fibis statement, inenyform, itpichibittdwithout [he wsitienpesmissioefrom A-1Real llusses-Anthony LTom6oIll, P.F. Fort Pierce, FL34946 3 Job Truss Truss Type Qty Ply A0056967 70373 VM8 Valley 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 84.20 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:50 2018 Page 1 ID:bgBJJuT4J87YN WOW,lj6wbczWgy4-1 sDBUp45?WZPc7n4LfFe2hkhZpduegM5jX5YvMzRQcJ 'T F? O 1.5x4 II 3 5.00 12 1.5x4 II 2x4 I 5 4 1.5x4 II 1.5x4 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr • YES Code FBC2017ITP12014 CSI. TC 0.30 BC 0.13 WB 0.17 Matrix-P DEFL. in (loc) I/deft Vert(LL) n/a - n/a Vert(CT) n/a - n/a Horz(CT) 0.00 n/a Ud 999 999 n/a PLATES GRIP MT20 2441190 Weight: 29 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 4) This has been designed for live load BOT CHORD 2x4 SP No.2 truss 20.Opsf on the bottom a of chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and arty other members. BRACING- TOP CHORD 5) Provide mechanical to bearing plate capable connection (by others) of truss of withstanding 75 lb uplift at Structural wood sheathing directly applied or 6-0-0 oc S joint 4 and 221 lb up ift at joint 5. pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) MiTek recommends that Stabilizers and required Standard cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 102/7-11-6 (min. 0-1-8) 4 = 136/7-11-6 (min.0-1-8) 5 = 401f7-11-6 (min.0-1-8) Max Horz 1 = 176(LC 12) Max Uplift 4 = -75(LC 12) 5 =-221(LC 12) Max Grav 1 = 102(LC 1) 4 = 136(LC 1) 5 = 401(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-319/138 WEBS 2-5=-353/568 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=20ft; CatJl; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-C Extedor(2).zone; cantilever left and right exposed; end vertical left exposed•,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60'plate grip DOL=1,60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live. load nonconcurrent with any other live loads. L'ttaaJ •P'eme �aidJ iottr Ht't? r@gf ttU'SES; SfltEf � p!'rttat fi'Hdi t WX(x716YS (IACYi lU'ii` »rig$LID�lti7�1tt0. rt!A'a at1:!./Yt1Nk5 ttartzl0!ttSktti!?tR5 Dt11P1 affitp� Or1C.T b:4:.pJ T. rtm31 rL P..IE`ettN SittlttW!t a1:. lG!1S b'SCsift SS!tat836 TO.NIF Ni7d!osxfrrrlrtu sNntt[sedlF{3!ICTihFt!CIa.U9ItHf:t!'y3 Eq...tle.SrN!F'fTt l!N�Rt St�e£@JR91ftsel!S nl YltpCdtt0.p'?P:rIH1Al3S]j9tNT:gtlSr48L}iaYtN�!W.dsnFl!L!SITSIlL1:Sa'.f'L"eMu?fuBttlF, ttaN IPLI, Ih at11;FHRijtGri; Ii9:Q'ii 'iLL$.1P. „i!�h Anthony T. Tornbo IIi, P.E. tti [xu Ms Tnkltl l:r r�i3ayiil` lI1�LS`:frGtrH1 GV'M!,ht Ditkt ttelOtlRta trttlll"EtG:!dSJCl.rl%, It rlt!tiG'ICGi �t4IPC lt!Q(F1a47ItfAl hliSl]j iEat QaIPII, TC1i)rtGti11F2filca[4J fillatllAltf T(t{S, iHia:SJ11'�aIRr. ShiC"ytRA:�`fttt[EE!¢Ui}SStll tt lfi rtltiS3RiI'i AF, n 80083 ' Ctl laYr t411rftr Car[tI!Y.1if. LIIM!11411 tN0 lrG t'E FNtCHtt ifar9:fsEi5641fEdI :3I0S)illtlSFa(I}rtt4deGi S1JPa' ika tr�fl tEaS ttl iF(Nltpa !tttGOliFiaF4t. IIII a?!C31StRijtt11S1I_fft W 14-1St r!fts NF Ftr'ho"E'ssIthp. iaa;ms)Jasloteer,�altss 4451 SC. LUC1281Vd, [mtl:w et!otatrsRthxt Feed [N,I,.,i! tp F!yn�es�mna. ito hiss otOp ft em)s taf 6t WhI Dnijttrx;in S;1!ea fse?zeds[;NillilIq,Lofilslu!l lt;af at es aefitta i[;rtl. Fort Pierce, FL 34946 (opyrighlQ!2015A-I Roof Trusses •ArtbooyT,Tombo111,P.I, Reprcduriionatthis dctument,inany form, isprefiibitedvr56nWtbekrinenpermission from A-IfoolTrusses - Anthony LTomb III, P1 Job Truss Truss Type Qty Ply 70373 VM10 Valley 1 1 A0086963 Job Reference (optional) 2x4 Kiln: 84.12u s Dec 11 201 i Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Thu Apr 12 16:02:50 2018 Pageol ID:bgBJJuT4J87YN WO W1j6wbczWgy4-1 sDBUp45?WZPc7n4LfFe2hkfipcpep?5jX5YvMzRQcJ 10-0-0 10-0-0 2x4 11 3 4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC. 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) ' -0.00 4 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-S Weight: 37 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installatioh guide. REACTIONS. (lb/size) 1 = 145/9-11-6 (min.0-1-8) 4 = 178/9-11-6 (min'..0-1-8) 5 = 495/9-11-6 (min.0-1-8) Max Horz 1 = .225(LC 12) Max Uplift 4 = -98(LC 12) 5 = -272(LC 12) Max Grav 1 = 145(LC 1) 4 = 178(LC 1) 5 = 495(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-358/146 WEBS 2-5=-413/646 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=20ft; .Cat. 11; Exp C; Encl., GCpi=0.18;. MWFRS (envelope) and C-C Extenor(2) zone; cantilever left.and right exposed ; end vertical left exposed•C-C for"members and forces & MWFRS for reactions shown; Lumber DOL=1.60. plate grip DOL=1.60 . 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live. loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 4 and 272 lb uplift at joint 5. LOAD CASE(S) Standard Haag}•Kmst;Aertop zoo la *11 A[OfTIPSSESIM111';.»11U1 TEN AtIIlmostBiTom 4*014pesetas.1 ltd atts"otis tw Doti DWq olWt!}ettaq 1.I}l,3ldi,1"r.tEeewSheI}I!n nw ls_rns cu.ise wed mIN TD101T bTetrxuetta FlAe3 SE4I11 a;edM 1MhltYCid, As!1!tls Cetip Eapi3eerQt SFina:ry Gp:utiY 7fesed f�ayl Bltpzuxsmu!Flmt!o!at xltnsaa tyi!te nsFmu2 a}tss flp d!sip}drnstapleTrau l!FL"lEm2e12H tdr, tadalttl, l5. bsigt}stesy"am,lm!"ap;u9«titts: lslk+!ih Anthony T. Tombo 111, P.E. aid ntA�s Tm34l m7 Sni*q Esst'nlFcosaaa}dISt G+Saa,ht OstninlAn 3edtpeetvtk&wkq M;:�a,hG}!}&}geEtleQLde lttad5lItul hdGag!}dl atdiPlA.i33aFFlartl dk+LAnde}hdd tuAsle Tnn, uezdS33flriA.sMee,u..e':R+wlsdbaiat}k9 Al P!nlSm3vil7d 80083 ' n}A l{U�Q}iiA!}f pA CatllY.hf. low. f .d. tld7t3 }e &FtM_Ye3 t31oie"' }iS61!E61ttSt"..W(1i3�p}S!iS11Al+iH IIIISdiA}tt ei e!}fN�Y. dPM:iSggd6A} i!N9>!a!sfi!}a;q}}311td.`.}!mlld+i3/T5lTtt}SOei:gw:llti38lS1pl Ey13la m/ifmf Adx3lf}c4tt,wlllf 4451 St. Lucie Blvd. Euer>3e dtlaW Mt Gehri ag+eeAtFxitwt!'i�Aya;IFctsa is!allEd. TAiS}ss Eksig Eld�}!} Ss 4(T pt irii$i!d PeYp3a,a TIlfS STSI}a Egia}r: ttnE+bilAlcs. LI aFUlls;� Ilsas at nkfiaed itT01. CopyrightV2016A-1Roofimsses•Aalh3m l,lomhelll,P.E. Pe+odaoionofthisdolumeat,ioaa Imm,is tahibitedWithout[hextirto amimiaalromAdtoalbussn-Aashaa r,TomhoIll,F.f, Fort Pierce, FL 34946 Y P Y F F Y FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 A-1 ROOF TRUSSES 4451, ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD I' - 3' MAX. ', DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. i DESIGNER OR THE PROJECT ENGINEER/ARCHITECTi TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE 2XG DIAGONAL BRACE SPACED 48' (SEE SECTION A -A) D.C. ATTACHED TO VERTICAL WITH USSSES @ (4) - 16d NAILS, AND ATTACHED TO TR r US O C BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN). ' PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE \BRACE AND THE TWO TRUSSES ON \EITHER SIDE AS NOTED. TOENAIL \ BLOCKING TO TRUSSES WITH (2) - \ 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. ENO WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL.GA13LE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OFI EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUS'. MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED \S ARE NOT ADDRESSED HERE. / STANDARD GABLE / \S5 / UKAL TRUSS ZTIIn AN ADEOUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. KI JULY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 STANDARD PIIGGYBACK TRUSS CONNECTION DETAIL STDTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, /SCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. PIGGYBACK TRUSS - REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. �:fi�j�<imeRa !SI}tf.uilk'a1k.DFlt€SS4S �E#ITYj.LiE(tdtt(!p<&lpNl'hcS!�i+tltt6 *it'�kfL10�:1�#E1T'ty. Y�iFl:vtagccR.'s3 ndiekfd�tEslkit�;lstw�ft"e i,tPR,edka kBmfCTon6}fA.lE g9+f f4kei!la rs+ St}sfc'.SeF» s1dKAf�elg4.ag 9,?}ittauagf�(uoFti'fldEa&t07wSifs.iiiImfr't4fxgrw{;,slsr:Niy.ra;IN €uapodot p*41&� yawlylepw+7&IMtte'wu3fdwsm}ttrfsfirr�flmip;rfaf�trirtl:if6fugefasfarmi a.yu-ran.f, iezr AnthonyT:7om6o. III, Ir.E. ol.vd istrrfw©t?trgsae sestsu�- dsOrafs,rta,C,wre os celytl arRa bai[ag Ards n.�?:er�ral^af Oi: Rf�cim2„1ti;IGAgi6a vdm70egslnal4atsa�mitA�la[edE'�tsfn, u:l�iq Ye ae s:lfy!; csDl wCiir�w sGi;Ifata:astrwN:md rTombo kl r�+iK.9i{gas`M'3P18N14111h144�;A'f6517fN3?i%�}RIt�TiEd C@}N5fii 19d Q'l1IN1 Eilm`IG{,(§A,i0fd:1f5i;KREhf1 t'h'�3.ii.haF3tt�.0ldtt+ ttE (E(Fth'!6{3(g+wiEfif?{ ��Iid9Si17f ia;g}IXYfS�@�#Sl{�1t(t i5a4±t'jhtf,i(i57 ttDg3lEi6HfifRf MAPd+FSf.1G+f E9fr"uk`:m'yfla"a�a�r,mammc�47c;gihfrzdrid.Elalmir`trre 44S15k Lricle0Nd. n, as K'A"sr�e t, q[sf�nr,at,lcs dfa l,j�-mdmib�t€a6. t�r> r rE :far eie acu�mg. Fort arerce, FL 34946 � !@pyo4gt1�2016A.i ROvI tfA9it1,1t:t1�:6AY.I.IAA1{dUi,P.I..);tglCdOn EA@}1{'tS dO.IlAlE6g. lAi ilAj�;cr�,upr@k.6ited aitkact r€E yriltenpt ansi@a Gotr d-Ike¢{Tisuts'-7n�enyl:TemS@111;.Pi. JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 faf� �i fofff� A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 VALLEY TRUSS (TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X4.5') WOOD SCREWS INTO EACH BASE TRUSS. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES -t tNU, GUMMUN 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. DETAIL A .figf Erosfai,4j"'.rWl-i TpWtti'gmc'l5firofit ilpf"I"iA*t;lstiaweu5FaspQ6liKeloim11sEA iug tivjiimut4siofrtiw ussse-insream'1m,o(' _fJTetuma4rosP5arrssdckft ihsni p9irkr d istrruier�{sSw�mr£_i,4€Tidytayw+padrsidxm.If�4raP+ss±iCm+eaµauti(tit c'atpra+t ya+ai�jssr{aa>•t€thee,dsbs ad Ees idicbsdrfi'eiegroil e'ut rfn-MrT,;i �(wpnc ucii;7zi1(yacdi"sfs,5iiiea_1 Anthony T Tornbo 111j RE. mdeadfa lruln say3uh sq li^«t£isiss8ilhdoa U+:iG Pxar sar>Eui�Hcp-ar Cs 6i..�af;ks`rear mtk ��eAal ha tlf.da eu{kn; W,ltsatnbrwlitti Ttq Id R�rifiO wlm. SNuaGsda Tsin.iaddugSni&agx5arai;h;xll�xea4frcaq ss3it6aherajms5ilsyd _.80083 ' m ug'61ffigiasw69sx6r e',t itlmf@aet m lit7iptn s°641'as rone wu?;evi su,drfL?ua>t:n(kSPrp Knl i6.Inm93EFi uex�'xauil,4rpran�isa,�:a[t.`"1410 skiujw acuud ioi6 sfde toss Opp", s'a*6pif ao&si givolmmii .4451.$i. tutle Blvd. nsca�Amilte kwad apetfeper isn:�l di pnfid reir}id i6s-osstesy�: _(icueers. #ttu "),xpPmgrscel:ni trshc [ntrrr. tf¢gt i tihcgi�l={4-ussr es d?ia®3P47� FcrY pierte; FL 34946, g Copy li � P-01 b J•i kueifressas-Aa�koyy l.Tas6o IEI;P.f. iepiodut ieu of bis data hut, in my lcm 4 pfofi.4ifed wMul the wNtp pe£c,ssFa fr m ki ioid riusses:• Ati mosry LTolms a 001 a, FEBRUARY 5, 2018 TRUSSED VALLEY SET DETAIL STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECURE W/C VALLEYTRUSS (TYPICAL) GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3.: INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL 'A•• 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. TRUSS, OR GIRDER TRUSS v" 1 s 1 � r (NO SHEATHING) N.T.S. N¢ci+g� NaKtem�! m, is" U;'ki M( IlRfF ira-r� l7� wAVi is.YFafltfC3 aalrai{tes ins sra ! 5[�ss rsevu ..' mtkitrnyFrgsnaAlmrt❑ia:ulcaii eRr*;u. tti'9!'ry tfwaavllgcd�ysla! � (cpltibl�1:10164,Ikaai7iussasr P SEE DETAIL "A" BELOW (TYP.) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS (TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24" O.C. (BASE AND VALLEY) REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS3 (1/4' X 3") WOOD SCREWSMINIMUM INTO EACH BASE TRUSS. as F4 Dim sa6rr ric,+xutMkilal „!rrees aka ueN.csi' itglrcRr srQgnb4xsdWie,tuglsmscaxfdar�Ysarteil 3 Aft k Imiotssls(q�urnl.SMi 5oflAP.Ei iePleduuias¢fYa'hlo:wmaplsEayfnla�is� ia¢',.Tlosses: Aolknry'C Toaka RI,. P.6 Ant-homi T:1.ombo III,: P.E. 8t3P83 4451 St hide Blvd,. Fort Pierre; FL 34046 JULY 17, 2017 1 1 """"" V" I "` I "` I �1L I STDTL07 (HIGH WIND VELOCITY) A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24" O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNG�R �.,��. 1 RUJJCJ IVIUJ 1 0� DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. NON -BEVELED BOTTOM CHORD CLIP MAYBE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) ono T." W11 D!' Duv.Analns "ff6ic Anmre.ai' in ian6nill D i.' Anihony.Ti'Ton 6o SFLAE. 8008.3 4451St. Lucie Blvd., 6rt Pierce; FL 34946 I FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 STAN TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTI W/lOd NAILS,• 6. O.C. SECTION B-B GABLE END DETAIL, TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGI EERING DRAWINGS FOR TRUSS'DESIGN CRITERIA. 12 * \Q VARIES TO COMMON TRUSS E11 3X4 = STDTL08 VERTICAL 2X6 SP OR SPF STUDPBRACE #2 DIAGONAL BRACE (4) - 16d NAILS'16d NAILS SPACED 6' O.C. (2) lOdNAILSINTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS (4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK r * DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX.---�-� NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED G' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROO DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2 4 AS SHOWN WITH 16d NAILS SPACED G' D.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTIO A -A) . 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. DIAG. BRACE - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF NEEDED TRUSSES. 10.10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIyE 05-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#3/STUD 12"O.C. 3.8-10 5-6-11 6-6-11 11-1-13 2X4 SP #3 / STUD I 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #31 STUD 24" O.C. 2-8-6 3-11-3 54-12 8-1-2 2X4 SP #2 12" O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16" O.C. 3.6-11 4-9-12 6-6-11 10.8-0 2X4 SP #2 24" O.C. 3-1-4 3-11-3 1 6.2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRA ES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF I DIAGONAL BRACE WITH lOd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. . 1 a ROOF SHEATHING (2) - 10d NAILS TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE• SPACED 48' D.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONE TS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 ` WITH 2X BRACE ONLY STDTL09 NOTES: T—BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T—BRACE / I —BRACE MUST COVER 90% OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2XB 10d 6' O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON TWO—PLY TRUSSES NAIL TO BOTH PLIES) NAILS k SPACING k k -A. t i— T—BRACE - BRACE SIZE F.OR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2XB 2X8 T—BRACE 2X8 I —BRACE BRACE, SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2XB 2X8 T—BRACE 2X8 I —BRACE T—BRACE / I —BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS NAILS WEB NAILS WEB I -BRACE T-BRACE SECTION DETAILS J FEBRUARY 17, 2017 1 LATERAL BRACING RECOMMENDATIONS I STDTL10 fl TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6-STRONG13ACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE ITHE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451ST.LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACI G ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE - 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE METAL ANCHOR TO FRAMING ATTACH ATTACH WEB WIT 10 VERTICAL ATTACH TO VERTICAL (3) - 10d SCAB WITH (3) - 10d USE DRYWALL TYPE SCREWS) C 0 D NAILS (0 31' X 3') NAILS (0131' X 3') USE AN T TO TOP H R ATTA WEB NAIL ------------------- LOCKING BEHIND THE VERTICAL ATTACH 2X4 VERTICAL WEB IS RECOMMENDED WHILE TO FACE OF TRUSS. AT1 NAILING THE STRONGBACK FASTEN TO TOP AND WI1 BOTTOM CHORD WITH WOI (2) - 10d NAILS (0.131' (0.2 X 3') IN EACH CHORD METAL FRAMING ATTACH TD V RTICAL ATTACH TO VERTICAL INSERT SCREW THI .HOR TO ATTACH WEB WITH (3) - lOd SCAB WITH (3) - 10d OUTSIDE FACE OF l BOTTOM CHORD NAILS (0131' 3') NAILS (0.131' X 3') EDGE OF STRONGBi USE DRYWALL TYP TRUSS 2X6 4' - 0' WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHE THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED, WITH A VERTICAL). CH TO VERTICAL WITH (3) - 10d S(0131'X3') 'ACH TO CHORD H(2)#12X3' )D SCREWS 16' DIAJ !DUGH CHORD INTO ICK (00 NOT SCREWS) ZS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL STDTL11 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45" WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN rr.r' THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. TIRE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL +*■�- BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772-409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LBMAIL)I DIA SP OF HF SPFII SPF-S .131 88.0 80.6 69.9 68.4 59.7 Z o .135 93.5 85.6 74.2 72.6 63.4 .162 108.8 99.6 86.4 84.5 73.8 .128 74.2 67.9 58.9 57.6 50.3 c� p J .131 75.9 69.5 60.3 59.0I 51.1 N .148 81.4 74.5 64.6 63.2 52.5 ri THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL. I SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAYIBE APPLIED. (2X4) 3 NAILS EXAMPLE: NEAR SIDE (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF (SPECIES BOTTOM CHORD NEAR SIDE FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X 845 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY U tl NEAR SIDE ANGLE MAY VARY FROM 30° TO 60' 45.00' 0° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE . NEAR SIDE NEAR SIDE )0° 1E 4 b IFEBRUARY 17, 2017 I UPLIFT TOLE -NAIL DETAIL I STbTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVO. FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT -FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S 0 .131 59 46 32 30 20 Z O J .135 60 48 33 30 20 U7 ('7 .162 72 58 39 37 25 J _ CD .128 54 42 28 27 19 F- Z .131 55 43 29 28 19 0 Z O0 W .148 62 48 34 31 21 —) J N Q M Z .120 51 39 27 26 17 0 Z .128 49 38 26 25 17 O .131 51 39 27 26 17 J .148 57 44 31 28 20 M NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH TIlE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILSSHALLBE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF 'LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAIING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTIO . s*� USE (3) TOE -NAILS ON 2X4 BEARING WALL *+e USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Si Z )P PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 WP 2x2 NAILER ATTACHMENT STDTL13 A A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 X 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND FEBRUARY 1'7, 2017 DAMAGED OR MISSING CHORD'SPLICE PLATES I STDR15 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 .30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 ■ DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_1SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L'= (2) X + C •lOd NAILS NEAR SIDE +10d NAILS FAR SIDE BREAK X' MIN 6' MIN TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY "l ;I THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT.THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY, THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE. RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR' SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. S. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17,2017 SCAB APPL�ED OVERHANGS STDTL16 - 0 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL -34946 772409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 1 SPACING: 24' D.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STA DARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES:. 1. ATTACH 2X SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON, WIRE NAILS (148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITjTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR•SPLICES. v 2X_ SCAB (L) (2.01 Q 24" MAX 24" MIN NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH, TRUSSES (SPANS LESS THAN 40') SPACED 24' D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZESI AND LUMBER GRADES