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HomeMy WebLinkAboutTRUSSA-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job WCAS6511 DBX Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss de igns rely on lumber values established by others. Site Information: �1 Customer Info: CALATLANTIC HOMES - S FL DIVISION Lot/Block: 44 Mod( Address: Subc City: Cour Name Address and License # of Structural Engineer of Name: Licer Address: City: General Truss Engineering Criteria Design Loads (II Loading Conditions): Design Code: FBC2017/TP12014 Desi Wind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load: 45.0 psf Floo This package includes -11 individual, dated Truss Design Drawings and With my seal affixed to this sheet, I hereby certify that I am the Truss De conforms to 61 G15-31.003,section 5 of the Florida Board of Professional By Q�ogi5. "it, fm/ roject Name: MASTER MODELS 6511 Broward A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Record, If there is one, for the building. ,e #: dividual Truss Design Drawings Show Special Program: MiTek 20/20 8.1 Load: 65.0 psf 6 Additional Drawings. ign Engineer and this index sheet Engineers Rules. No. Seal # Truss Name Date No. Seal # I Truss Name Date No. Seal # Truss Name Date 1 A0260828 A01 2/22/18 13 A0260840 A13 2/22/18 25 A0260852 CO3 2/22/18 2 A0260829 A02 2/22/18 14 A0260841 A14 2/22/18 26 A0260853 C04 2/22/18 3 IA0260830 A03 2/22/18 15 IA0260842 I A15 2/22/18 27 A0260854 C07 2/22/18 4 IA0260831 A04 2/22/18 16 A0260843 I A16 2/22/18 28 IA0260855 CA 2/22/18 5 IA0260832 A05 2/22/18 17 A0260844 A17 2/22/18 29 IA0260856 CAP 2122/18 6 1 A0260833 A06 2/22/18 18 A0260845I A18 2/22/18 30 IA0260857 CJ3 2/22/18 7 IA0260834 A07 2/22/18 19 A0260846I A19 2/22/18 31 IA0260858 CJ3A 2/22/18 8 IA0260835 A08 2/22/18 20 A0260847I A20 2/22/18 32 IA0260859 CJ3B 2/22/18 9 IA0260836 A09 2/22/18 21 A0260848I A21 2/22/18 33 IA0260860 CJ3P 2/22/18 10 IA0260837 A10 2122/18 22 A02608491 A22 2/22118 34 A0260861 CJ5 2/22/18 11 A0260838 All 2122/18 1 23 A02608501 A23 2/22/18 1 35 A0260862 I CJ513 2/22/18 12 IA0260839 Al2 1 2/22/18J. 24 A02608511 C01 2/22/18 1___ 36 A0260863 I D01 ,iAd A k—A_4 D.,Af-rn 2122/18 co The truss drawing(s) referenced have been prepared by MI IeK Industries, Inc. under Ltd. 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 for the truss components shown. The suitability and use of components for any particular building, is the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared I construction documents (also referred to at times as 'Structural Engin provided by the Building Designer indicating the nature and character The design criteria therein have been transferred to Anthony Tombo III Trusses or specific location]. These TDD also referred to at times a Engineering Documents] are specialty s uc ral compone t designs project's deferred or phased submittals. s a Truss De Engineer Engineer), the seal here and on the TDD r pres nts`pn eptance of engineering responsibility for the de gn the irtg a russ depicted Building Designer is responsible rift ordi ate and review f•:.�r: compatibility with their written eng 1ng; j.�� I' se revi related notes. � Yd �i A ny mreci superviwui biIity of the ased on the ering Documents') ,f the work. 3E by [Al Roof 'Structural nd maybe pApMaony .e., Special rofessional"T. Tombo, n the TDD only. The ie TDDs for I w all TDDs an all Anti Uri Lilt V.- 8 RIAL #: Page 1 of 2 3 B BC A2 2100 OD 00 00 4C 12 87 DF A-1 ROOF TRUSSES A FLORIDA CORPORATION i Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: Job WCAS6511 DBX I No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0260864 D02 2/22/18 75 A0260902 FL12 ' 2%22/18 113 A0260940 RG01 2/22/18 38 A0260865 D03 2/22/18 76 A6260903 FL13 2/22/18 114 A0260941 RG02 2/22/18 39 A0260866 D05 2/22/18 77 A0260904 FL14 2/22/18 115 A0260942 V12 2/22/18 40 A0260867 D06 2/22/18 78 A0260905 FL15 2/22/18 116 A0260943 V16 2/22/18 41 IA0260868 D07 2/22/18 79 A0260906 FL16 2/22/18 117 A0260944 V4 2/22/18 42 A0260869 D07A 2/22/18 80 A0260907 FL17 2/22/18 118 A0260945 V8 2/22/18 43 A0260870 D08 2/22/1 881 A0260908 FL18 2/22/18 119 A0260946 V8A 2/22/18 44 A0260871 D09 2/22/18 82 A0260909 GE1 2/22/18 120 A0260947 V813 2/22/18 45 A0260872 D10 2/22/18 83 A0260910 GE2 2/22/18 121 IA0260948 WG01 2/22/18 46 IA0260873 D11 2/22/18 84 A0260911 GE3 2122/18 122 A0260949 WG02 2/22/18 47 A0260874 D12 2/22/18 85 A0260912 GE4 2/22/18 123 A0260950 WG03 2/22/18 48 A0260875 D13 2/22/18 86 A0260913 GE5 2/22/18 124 STDL01 STD. DETAIL 2/22/18 49 A0260876 D14 2/22/18 87 A0260914 HJ1 2/22/18 125 STDL02 STD. DETAIL 2/22/18 50 A0260877 D15 2/22/18 88 JAO20915 HJ2 2/22/18 126 1 STDL03 STD. DETAIL 2/22/18 51 A0260878 D16 2/22/18 89 A0260916 HJ3 2/22/18 127 STDL04 STD. DETAIL 2/22/18 52 A0260879 D17 2/22/18 90 A0260917 HJ4 2/22/18 128 STDL05 STD. DETAIL 2/22/18 53 A0260880 D18 2/22/18 91 A0260918 HJ5 2/22/18 129 STDL06 STD. DETAIL 2/22/18 54 A0260881 D19 2/22/18 92 A0260919 HJ5P 2/22/18 130 STDL07 STD. DETAIL 2/22/18 55 A0260882 EG6 2/22/18 93 A0260920 HJ7 2/22/18 131 STDL08 STD. DETAIL 2/22/18 56 A0260883 FG1 2/22/18 94 A0260921 J3 2/22/18 132 STDL09 STD. DETAIL 2/22/18 57 A0260884 FG3 2/22/18 95 A0260922 J4 2/22/18 133 STDL10 STD. DETAIL 2122/18 58 A0260885 FG4 2/22/18 96 A0260923 J4G 2/22/18 134 STDL11 STD. DETAIL 2/22/18 59 A0260886 FG5 2/22/18 97 A0260924 J5 2/22/18 135 STDL12 STD. DETAIL 2/22/18 60 A0260887 FG6 2/22118 98 A0260925 J5A 2/22/18 136 STDL13 STD. DETAIL 2/22118 61 A0260888 FG7 2/22/18 99 A0260926 J513 2/22118 137 STDL14 STD. DETAIL 2/22/18 62 A0260889 FL01 2/22/18 100 A0260927 J5P 2/22/18 138 STDL15 STD. DETAIL 2/22/18 63 A0260890 FL02 2/22/18 101 A0260928 J6 2/22/18 139 STDL16 STD. DETAIL 2/22/18 64 A0260891 FL02A 2/22/18 102 A0260929 J6G 2/22/18 65 IA0260892 FL03 2/22/18 103 IA0260930 J6P 2/22/18 66 A0260893 FL04 2/22/18 104 A0260931 J7 2/22/18 67 A0260894 FL05 2/22/18 105 _ A0260932 RA 2/22/18 68 A0260895 FL05A 2122/18 106 A0260933 - MV10 2/22/18 69 A0260896 FL06 2/22/18 107 A0260934 MV2 2/22/18 70 A0260897 FL07 2/22/18 108 IA02dO935 MV3 2/22/18 71 A0260898 FL08 2/22/18 109 A0260936 MV4 2/22/18 72 A0260899 FL09 2/22/18 110 A02fi0937 MV5 2/22/18 73 A0260900 FL10 2/22/18 111 A0260938 MV6 2/22/18 74 A0260901 FL11 2/22/18 112 A0260939 MV8 2/22/18 Page 2 of 2 Job Truss Truss Type Qty Ply A0260828 WCAS65 I[DBX A01 Roof Special Girder 1 Job Reference (optional) Al moor I russes, rorr rlerce, rL .YRT10, u6b,ynlwd I LI ubb—III r1-4-Q1-10-14 3-10-14! 94-14 14-2-0 1 10 10 4 2-0 00 s 5-6-0 4-9-2 3x4 4.00 Fl2 5 5xl2 = Sx6 = W2 4 Al 2 6 30 31 19 32 18 17 3x6 =1.5x4 11 4x4 = 4x6 = 4x10 = ID: W?quLcr?Re?LfzLe98RjH4yHM91-uOg5c4OAk9WeVOQe 20-6-0 26 4-12 31-2-0 6-4-0 5-10-12 4-9-4 5x8 = 4x8 = I 11.5x4 11 7 8 �5 �6 9 2 10:20:16 2018 Pagel ijS18YxUgNXgaRzUoZT Dead Load Defl. = 11/16 in 4x10 = 10 33 15 3414 13 35 36 37 12 11 38 39 40 3x6 li 3x4 = 3x8 11 4x16 = 7x14 MT20HS WB= 1-10-14 3-10-14 9 4-14 14-2-0 20-6-0 23-3-0 26 4 12 , - 31-2-0 36 1-0 1-10 4141 2-0-0 5-6-0 4-9-2 6�-0 2-9-0 3-1-12 49 4 4-11-0 Plate Offsets (X Y)— [3.0-9-12 0-2-12) [11.0-4-4 0-1-8] [12.0-5-0 0-2-0] [1i9:0-3-8 0-2-01 LOADING(psf) TCLL 20.0 TCDL 15.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 CS1. TC 0.97 BC 0.80 DEFL. Vert(LL) Vert(CT) in (loc) 0.85 15-16 -1.29 15-16 Well >508 >335 L/d 360 240 PLATES GRIP MT20 2441190 MT20HS 187/143 BCLL 0.0 BCDL 10.0 Rep Stress Incr NO Code FBC2017fTP12014 WB 0.99 Matrix -MS Horz(CT) 0.18 11 n/a n/a Weight: 385 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T5: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP 240OF 2.0E *Except* B3: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W7,W11: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 1 Row at midpt 7-16 REACTIONS. (lb/size) 11 = 3690/Mechanical 2 = 2310/0-4-12 (min. 0-1-8) Max Horz 2 = 195(LC 4) Max Uplift 11 = -1730(LC 5) 2 = -1071(LC 4) Max Grav 11 = 3690(LC 1) 2 = 2310(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6290/2637, 3-4=-10376/4284, 4-5=-7362/3054, 5-6=-5984/2614, 6-7=-5978/2584, 7-8=-13620/6068, 8-25=-8367/3888, 25-26=-8367/3888, 9-26=-8367/3888, 9-27=-8367/3888, 27-28=-8367/3888, 10-28=-8367/3888, 10-11=-3516/1695 BOT CHORD 2-29=-1187/2639, 2-30= 2611/5918, 20-30=-2611/5918, 20-31 =-2651/5992, 19-31=-2651/5992, 19-32=-4592/10806, 18-32=-4592/10806, 17-18=-2907/6959, 16-17=-2907/6959, 16-33=-6066/13604, BOT CHORD 2-29=-1187/2 20-30=-2611 / 19-31=-2651 / 18-32=-4592/ 16-17=-2907/ 15-33=-6066/ 14-34=6539/ 13-35=-6539/ WEBS 3-20=-1E 5-18=-21 6-16=-1- 7-15=-34 8-13=-8f 9-12=-5E 4-19=-2( NOTES- 1) 2-ply trus (0.131"x3") Top chords oc. Bottom chor 0-9-0 oc, 2x Webs conn( 2) All loads except if not LOAD CAST been provid (B), unless ( 3) Unbalanc for this desk 4) Wind: AS Vasd=132rr h=25ft; Cat. (envelope); DOL=1.25 F 5) Provide e ponding. 6) All plates indicated. 7) This truss chord live Ic loads. 39, 2-30=-2611 /5918, 918, 20-31=-2651/5992, 992, 19-32=-4592/10806, 0806, 17-18=-2907/6959, 959, 16-33=-6066/13604, 3604, 15-34=-6539/14339, 4339, 13-14=-6535/14335, 4339, 35-36=-6539/14339, 4339,12-37=-6539/14339 4-18=-3876/1698, 5-16=-1509/756, 53, 7-16=8362/3863, , 8-15=-1417/1457, 8, 8-12=-6427/2853, 10-12=-4080/8803, 4, 3-19=-1868/4662 be connected together with 1 Od i as follows: lected as follows: 2x4 -1 row at 0-7-0 s connected as follows: 2x4 - 1 row at - 2 rows staggered at 0-5-0 oc. led as follows: 2x4 - 1 row at 0-9-0 oc. e considered equally applied to all plies, d as front (F) or back (B) face in the S) section. Ply to ply connections have 1 to distribute only loads noted as (F) or herwise indicated. d roof live loads have been considered 7-10; Vult=170mph (3-second gust) HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; Exp C; Encl., GCpi=0.18; MWFRS itilever left and right exposed ; Lumber e grip DOL=1.25 quate drainage to prevent water are MT20 plates unless otherwise has been designed for a 10.0 psf bottom Id nonconcurrent with any other live 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 11=1730, 2=1071. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 47 lb up at 1-10-14, 141 lb down and 146 lb up at 28-4-12, 141 lb down and 146 lb up at 30-4-12, and 141 lb down and 146 lb up at 32-4-12, and 141 lb down and 146 lb up at 34-4-12 on top chord, and 131 lb down and 58 lb up at 1-10-14, 2071 lb down and 953 lb up at 26-4-12, 241 lb down and 23 lb up at 28-4-12, 241 lb down and 23 lb up at 30A-12 , and 241 lb down and 23 lb up at 32-4-12, and 241 lb down and 23 lb up at 34-4-12 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: 1-3=-70, 3-4=-70, 4-6=-70, 6-7=-70, 7-10=-70, 11-22=-20 Concentrated Loads (lb) Vert: 20=34(F)13=-2071(B)25=-101(B)26=-101(B) 27=-101(B)28=-101(B)35=-58(B)37=-58(B) 38=-58(B) 40=-58(B) iinaa3 •Phu;it!cr3itd atlh. t?t't; UDi' lgiSEsi S:l!Fi^, Sivflst lEtgi t (CdDi(s7YS:Dif04;"tD'tl jd:[E66tFD'aslt6l' `:spa rndrlt3��pxtattes nl,tilteles n Slis?n3s Ce:yE Etsug DDIMGs dPYsry t.is�k Lr:. tEernr. �tt3tdnt ast. !!e'e3sa.'Srrist sYei to "t 15D, ttlr A!liltlP�R l3laf:s eEel3e tst2tatY IDJh It iFGt. %Stt1E43 f419 ta3:itlrtl2.SAP(fSM (➢lie;N�,ntitdtk6)IVD ItYIf!ffi5�0UPphk(t0iD9(ft{t3dFkT ftJ'1?t3a'j lt3gPa39:��f7!Pl tt?SlyTl ll?A!di112 rIP31 tf}wte L9 w�'T DitSJ, Ftttf llt!. r4t(t3(sE 15S43rRA3, lF9r8g il:S'Yki; lFika!�ih Anthony T. Tombo III, P.E. trdntAdisims 4r P£]tsdda3 !ert3pA3W'}doe Up"'fit Dow's Enleett( gedtr.a kw+z3 k3i ,iaht teatddP.t,llf,de IKadtht Intl AaiAiiki Will.[. To qpesd vlo,10ttd.1edt mft its 6tss;Whf3Wool. swist,'kt"'e'.04 kidspid it Pt SCAa5u,11 d n80083 tat t tdm9 Ptsiyter ud rvvrsaa. All estn "I.A. 5t no at' pates' d gra':aes d d: 1,fiq (es3nearSttt} Mxaxaa(I`S,i',1pW!:settip Ip!tit StdA at RNtEf#d!t: gtt!'d g.itact. RN (r'ats lie!t3pav5il'nmttArss tl;it irtss Dt3_ax;,!nss Dev3sregna ntTnas 4rnIEG✓eym!tss ttka:e9ttisdirtGturJEPedepeauncn6itl{atittimLd.itriossDnipFtqaxt;ise]iladeldis}Pri3ctcaailtssSisleuEcittedu!kr;tke}Prgaarualtra3aIs ttfittdhirst. 4451St.lueie8lvd. Fort Pierce, FL 34946 (eprsightC2016A-iRoof Losses -ArdbonyLTombeHLP.P. RepiodunionofThis dacumen!,inany form, isp>,nhibi!edwilhatThe wri»eaptimissionframAIReal busses -Anlbary1,Tambolll,P.L Job Truss TrussType I Qty Ply WCAS6511 DBX A02 Roof Special 1 1 A0260829 Job Reference (optional) Al Koot I russeS, hOrr vierce, FL 3454b, design(agaltnass.com 6-9-0 12-2-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:17 2018 -Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-NCETgQPoUTeV7A? uIA6aLjhy7pXtiKe31H07uzUoZS 16-6-0 25-3-8 34-1-0 J-V-V 5x10 MT20HS= 4.00 12 3 7,.in naT9nuc 6x6 = Dead Load Defl. = 1/2 in 6x6 = 4x8 = 1.5x4 ,\ 4 T-3 6 TA 7 2 Vt it q W4 _ to 1 83 I j SN i .............._.....................� i ---- -8 17 18 13 19 12 11 20 10 9 21 3x4 = 4x6 = 6x8 = 5x10 MT20HS= 4x10 = 4x6 I 3x6 = 8-10-12 16-6-0 25-3-8 34-1-0 8-10-12 ' 1 7-74 8-9-8 8-9-8 Plate Offsets (X,Y)— [1:0-1-6,Edgel, [5:0-3-0,Edgel, [6:0-3-0,04;81, [8:Edge,0-3-81, [9:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 ICSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ITC 0.99 Vert(LL) 0.58 9-11 >697 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.82 9-11 >499 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 r atrix-MS Weight: 174 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T3: 2x6 SP No.2, T4: 2x6 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2, W& 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-6 oc bracing. WEBS 1 Row at midpt 3-11, 6-11, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1527/0-8-0 (min. 0-1-13) 8 = 1527/Mechanical Max Harz 1 = 192(LC 12) Max Uplift 1 = -563(LC 8) 8 = -681(LC 9) Max Grav 1 = 1527(LC 1) 8 = 1527(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3954/3367, 2-3=-3614/3079, 3-4=-5376/4550, 4-5=-4943/4133, 5-6=-4943/4129, 6-7=-4085/3381, 7-8=-1444/1279 BOT CHORD 1-17=-1230/1324, 1-18=-3324/3715, 13-18=-3324/3715, 13-19=-2506/2929, 12-19=-2506/2929, 11-12=-2506/2929, 11-20=-3381/4085, 10-20=-3381/4085, 9-10=-3381/4085 WEBS 2-13=-511/674, 3-13=541/707, 1/674, 3-13=-541/707, 37/2878, 4-11=-2049/1888, 0/896, 6-9=-1004/1089, tlanced roof live loads have been considered design. I: ASCE 7-10; Vult=170mph (3-second gust) 32mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS pe) and C-C Exterior(2) zone; cantilever left It exposed ;C-C for members and forces & 3 for reactions shown; Lumber DOL=1.25 plate tL=1.25 ide adequate drainage to prevent water are MT20 plates unless otherwise truss has been designed for a 10.0 psf bottom live load nonconcurrent with any other live 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=563, 8=681. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid' panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOADICASE(S) Standard wun-aa • 1.to,t tivt #f colt.?h'A? 160r TIMES(SHM', ram laz a (0401rim amm i7wa)=10wi1mor sm. R1th do)4;aratat'Ff? na rna na? n 0is rt>33111:i146'tritg�ippl(a3 t1t a(`eo3p l.Tiaita'.r.(. r?fttntS T1td lrintt ns+.. nd!?i aSHaiSa sMtdM �i 1+� Idr ahitlr�ettt rides slagleettd4t5tlb;hhtdla lsuL•nss heizs rn3aea0<,SatexftyccwLae seduetpfL7icreceatmrttpntxdGs rtins:ttarryfserip rnpnara'3rhr C?dts�tdhs sn3lt Trns krimlea3t14 teh,roaa le4l, Rt ttsipe nssxp`xn;+ySap sei'ets: se'.s4:4tr Anthony T. Tombo tti, RE sd ottAAls lass hrzatC.u%1agiStai(tip[as:aiirf 41it 0.r,,!,fat0fcts'stct'nr:t3epdnleW'asg n?!,ro>3,iefit, :adeftk?Ilt,deR(eeliSx Ind Drllrst3 ttltmSifl I. Tiseppanl e!bUl eta nr fide w dih Boss; udedag 5asalisf, sfugt, ?x"diu s�hmiq sldi is at resf�sibily cf � 80083 ' 6t billivf Pssipw Wfnetsxtw. alitdn tdMwtk it:WSaptnm nl rn€dosddtk:'EgtssoudSdeh ldntL:igp»5swahfift naSE(Aae;dxnnlx}need antrxe trli as!ces tie ct;tnsAltsealaAesd4tT:a, unpr,tnss htup6satu ad'noss lindsdxer,mitss 4451 St. Lucie Blvd. • ofaent;tadAdffdnhrtapedgttianeug6yr:":pclieshrohdfwssDcsiphgixs!isK0i6crdldigPrfgtil:;insintearcixadmlrit£er.a0upaaiutats!a?atntficcaiclp,l. Fort Pierce, FL34946 (epyright 2016A-1Roof tresses - Anthony 1.Tambaifl,P.E, Reproduction of this domment,inany fofm,ispsobibittdwithout [he written pernisihmfrom Ad Roof Trosses-Anthony LTomho111,1`1 Job Truss Truss Type Qty Ply A0260830 WCAS65''A DBX A03 Roof Special I 1 1 Al Job Reference (optional) Al a<oor Trusses, rori r9erce, rL r V4o, uestyu&.a t o uoa.wt t . 1-4-0, 6-5-14 12-24 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:18 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rOor1 mQQFmmMIKaAR?hL7YGtZX8rcUGnlhOxfKzUoZR 1-6-0 , 21-14 1 27-5-12 , 34-1-0 --- j Dead Load Defl. = 3/8 in 5x6 = 3x8 = 4.00[12 4 5x6 4x6 = 3x4 11 3x4 = 5 9 TA 1.5x4 3 7 \V1 ti n 2 �1 6 20 21 15 22 14 13 23 12 11 - 24 10 3x4 = 4x6 = 5x8 — 3x4 = 5x6 = 3x6 = 3x8 MT20HS= 7-6-2 14-6-0 24-1-12 34-1-0 7-6-2 6-11-14 9-7-12 9-114 Plate Offsets (X Y)-- 12.0-1-6 0-0-3] [7:0-3-0 Edge] [10.0-2-12 0-3-01 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.43 10-11 >939 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.78 11-13 >519 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 167 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30'ExcepC T2: 2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30 3-15=-441/603, 4-15=-741/834, WEBS 2x4 SP No.3 4-13=-1517/1�951, 5-13=-1574/1431, OTHERS 2x2 SP No.3 6-13=-124/299, 6-11=-755/835, BRACING- 8-11=-714/10i 6, 8-10=-2699/2302 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc NOTES- purlins, except end verticals. 1) Unbalanced roof live loads have been considered BOT CHORD for this design. Rigid ceiling directly applied or 3-9-11 oc bracing. 2) Wind: ASCIE 7-10; Vult=170mph (3-second gust) WEBS Vasd=132mp • HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; 1 Row at midpt 8-10 h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS MiTek recommends that Stabilizers and required (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & cross bracing be installed during truss erection, in MWFRS for shown; Lumber DOL=1.25 plate accordance with Stabilizer Installation Quide. reactions grip DOL=1.75 REACTIONS. (lb/size) 3) Provide adequate drainage to prevent water 10 = 1525/Mechanical ponding. 2 = 1622/0-8-0 (min. 0-1-15) 4) All plates are MT20 plates unless otherwise Max Horz indicated. 2' = 257(LC 8) 5) This truss has been designed for a 10.0 psf bottom Max Uplift chord live load nonconcurrent with any other live 10 =-685(LC 9) loads. 2 =-664(LC 8) 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a Max Grav 10 = 1525(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1622(LC 1) bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. FORCES. (Ib) 8) Provide mechanical connection (by others) of truss Max. Comp./Max. Ten. - All forces 250 (lb) or less except to bearing plate capable of withstanding 100 lb uplift at when shown. joint(s) except (jt=lb) 10=685, 2=664. TOP CHORD 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid 2-3=-3972/3310, 3-4=-3798/3241, panels and at all panel points along the Bottom Chord, 4-5=4166/3520, 5-6=-3865/3242, nonconcurrint with any other live loads. 6-7=-3224/2581, 7-8=-3224/2581 BOT CHORD 2-20=-1 141/1241, 2-21 =-3346/3731, 15-21=-3346/3731, 15-22=-2518/2922, LOAD CASE(S) Standard 14-22=-2518/2922, 13-14=-2518/2922, 13-23=-3145/3734, 12-23=-3145/3734, 11 -1 2=-3145/3734, 11-24=-2075/2454, 10-24=-2075/2454 WEBS 3-15=-441/603, 4-15=-741/834, 4-13=-1517/1951,5-13=-1574/1431, Irtea�y •Pwu Sa�tegl!r to+Rat tlt'Id lgOi llUSSB(Sd4Cl Eflflalr(U:i2(CADsG7Yft4'1fiP^tU!fl'1Strt7ttt0'eY(ir(aka.rn;l!NS.°nJstat:a9 ntnsi..its mr%'-s Di9gn kr.ieg D6lnla!r trry 1. ri.i. EII14=! 54,011"1 ... Mt10".MStC.e.UIDD,IR(r 5. i(Iltttmntt'2 JItli9 iEt!i It akd(FftSl ID IF ktl6!A3.E5n1!E±SutisCS(nliatR(if.,iJN,Yt!J:➢)a!tt;,Ot StV�..I Two ftruwt �A:[trtntttR'tl'tr't1t54CNY t'.tj9!Hii�tt9ri81131'Itt'.Eed!Sigt F(11t LFjIF TRt51.riltd��tl�FtlJ,Hdf(((i(.71ShcSi§n 19SF3p'.'.tN;'FOi03 tH:'itFl,fRi!d:'��h A,r)t+lOily T. T007b01tr, RE. ¢l.±etlgs i5n5 intF.ryA=€alaStn;Jtea&rryd6t Crnyfir O+Fs+Y Ftdxxdgtet Fr.tt�.+s; �e g+t;,hht ttetr.e': Ai R4!ttRtaa+tlt Intl lailrinp ttr't anl4W.7}l atptgl a'41DgFel athdlrith At 80083 lit rrillu9 Pasilter al GelmFr. In safes utFAutx iDD t.Atkt ftemses tsd rrdt!ztsaTRala:!i (aspasegSrf5ls h(arzxmj43gyD!.:si±l lr lri tFl SltA as StftreuH(r. I-Iflpiiw. P41 lt!nstlit sttpnniil'rti tntdaksd5t lrt<.s&ugar:,r5p95 Pssys (yiteu nllreu Naatlet':xer,wlest 4451 St. Lucie Blvd. Ftnv.iaddexllydFehrd�±t<1gFeinniiigkrs�JeAts(Fni±ti.ittlossgt9gt(yitRaislDift(eiiliarlhsitnecR!I+nsS�sSta(eFtedm,(Ritttr.Cioliialirllra9atr9kfuediFlfFi. FomPierce,FL 34946 Upyiighf0201AA-1RealTtusses-Anthony1.TombIII,P.P. Bepodu:fionofIhisduumtol:inonyfam,isp�OSibitedWilhu((Fewitienpum15s10ei@mA-1Roofbusses-AnThanytTowbo1II,P.E. Job Truss Truss Type Qty Ply WCAS6511DBX A04 Hip 1 1 1 A0260831 Job Reference (optional) —• • ------ • .•• • •.•— iIuv Ic cu I r r-nn[: O.7N 5 NovrvOV Z Zul / MI IeK IntlUSmeS, Inc. Mon Apr 2 10:20:18 2018 Pagel 1D:W?quLcr?Re?LfzLe98RjH4yHM91-rOor1 mQQFmmMIKaAR?hL7YGs4X9acXKnlhOxfKzUoZR 1 4 0 5-11-7 11-10-0 17-0-8 22-3-0 28-1-9 34-1-0 1 4-0 5-11-7 5-10-9 1 5-2-8 5-2-8 5-10-9 5-11-7 4.00 12 3x4 3 I to 2 66 �1 21 22 13 23 3x8 = 1.5x4 11 1-7 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 M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* 132: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 3-10-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1532/Mechanical 2 = 1629/0-8-0 (min.0-1-15) Max Horz 2 = 112(LC 16) Max Uplift 8 =-680(LC 9) 2 =-792(LC 8) Max Grav 8 = 1532(LC 1) 2 = 1629(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4053/3416, 3-4=-3238/2756, 4-5=-3321 /2951, 5-6=-3321 /2951, 6-7=-3243/2762, 7-8=-4080/3449 BOT CHORD 2-21=-1018/1250, 2-22=-3134/3811, 13-22=-3134/3811, 13-23=-3134/3811, 12-23=-3134/3811, 12-24=-2305/3005, 11-24=-2305/3005, 11-25=-2310/3009, 10-25= 2310/3009, 10-26=-3166/3838, 9-26=-3166/3838, 9-27=-3166/3838, 8-27=-3166/3838, 8-28=-1126/1339 WEBS 3-13=0/309, 3-12=-864/876, 4-12=-238/470, 4-11=-325/545, 4 1.5x4 11 5x8 = 5 6 12 24 11 25 10 x6 = 3x8 = 5x6 = 17-M 22-3-0 26 K-15 DEFL. in (loc) I/deft L/d 0.97 Vert(LL) 0.41 11 >996 360 0.73 Vert(CT)-0.5510-11 >740 240 0.68 Horz(CT) 0.16 8 n/a n/a 3-13 = 0/309, 3-12=-864/876, 4-12-238/470, 4-11=-325/545, 5-11 =-400/447, 6-11 =-317/54 1, 6-10-245/473, 7-10=-883/905, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd; 132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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-M wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 8=680, 2=792. 8) This truss has been designed for a moving conceritrated load of 200.01b live located at all mid panels land at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 3x4 7 Dead Load Defl. = 5/16 in 8 9 27 1.5x4 II 3x8 34-11-0 PLATES GRIP MT20 244/190 Weight: 164 Ib FT = 10% M ,It rn Tc; 286 Nutap Wsme 51![rys!dn+ttette'A IDOf1USSES{SitEEi'I. 7Ril1:lA!StfDEA'rGMi(k>f-0Y;tV!FijAfi10RLI0`ekpT ft;n. iahltople1 etas uimi tells n Ns Toss MipoVt0pODDlcd!ai Assaf T. 11.1. 11 hl.itdewiShIl III,,, It:, Wtssov.,jrt stsuialkrwil, tde 1ht,ksxstma pldes sill le esdhrt HDIsimfit Art less xinfulimr.A, Spt,,*n-J plaa}46esedttai lcgn,sxs mraptmaa+ 6elydmit rspntnhgns is 3phr6.isq,d,1, shill ircrshied.%IN Illy, rtke 141. me iesipesvfets,10f.1 netmf se.&t4r, Anthony. Tomtro lEi P.E. tsltseA6U Eross lrr mot,;'3apis"�ontpoSii'apd6e Cvxe,6t UcetPnr6red q,:l erta6=?. epOt;p,.r,hht strttMs': tkitt,ds i6{tsitEelral>tiifapt[1s m11t6L Lm opAs+aldwl8al�(Sidinett lot TnsS;ur&ixjaa0inp, singt,asu'0a ad1.4 $111 it e+s mps. il70. Y , Ll 6,rI&I Dloptr mi )team All I*$ nl tN ustIn tatN incur III p 0,misaMtla!ue{tompneet SO4w. ldil"41iQidtdd 1p€fi uI SKI., n`,ere Ih,i al iwt. M11 le—h,j,s slit �es.114..1'. Teu sec 80083 p i Ya pxi,eou een3rageetr pi inrsNnAtfxerta;etr4451 St.erc Lucie Blvd. tepprighl� 2016A.IReal Trusses - Anthony LEembe111,P.E. Reproduction ohbisMumeni,inany lmm,isprohibittilObounheWrmenFelmissianItem Ad Real Trusses - Anthony I.tan:6DIII, P.E FortAferce,FL 34946 Job Truss Truss Type Qty Ply A0260832 WCAS651A DBX A05 Hip 1 1 .�I.. Job Reference (optional) Al rcooT I trusses, ron coerce, rL .lvavo, eesignL(pa-1 t uss.curn 14-0 7-0-3 13-10-0 1-0 7-0-3 6-9-13 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:19 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-JbMDF6Q204uDMU9N?jCafmo3GxRpL2kxWLmVBmzUoZQ 6-9-13 4.00 12 6.8 Dead Load Defl. = 5116 in 6x6 = 51 TA 6 4x6 3x4 %4 3x4 3 7 v v tl 8 N_ 2 ;41 LtJ it7 286 22 23 14 24 13 12 25 11 10 26 9 27 1.5x4 11 3x8 MT20HS= 3x8 = 1.5x4 11 3x6 = 3x6 = 3x4 = 3x8 MT20HS= 7-01 13-10-0 20-3-0 27-0-13 34-1-0 7-0-3 6-9-13 6-5-0 — (v vl enn .t C n n 'Jl fAn 9 n C.I....l rC•n ' n n n as Fit.() 4 r r—A--1 6-9-13 7-0-3 —ate ate vuae- .. LLN _ _ _ _ _ _ Fj, 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 0.881 Vert(LL) 0.37 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.50 12-14 >814 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 158 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purtins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-12, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purtins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-12, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1532/Mechanical 2 = 1629/0-8-0 (min. 0-1-15) Max Horz 2 = 127(LC 16) Max Uplift 8 = -667(LC 9) 2 = -779(LC 8) Max Grav 8 = 1532(LC 1) 2 = 1629(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3976/3389, 3-4=-2968/2560, 4-5=-2887/2580, 5-6=-2756/2550, 6-7=-2972/2582, 7-8=-3996/3414 BOT CHORD 2-22=-1025/1243,2-23=-3091/3730, 14-23=-3091 /3730, 14-24=-3091 /3730, 13-24=-3091/3730, 12-13=-3091/3730, 12-25=-2093/2753, 11-25=-2093/2753, 10-11=-3117/3751, 10-26=-3117/3751, 9-26=-3117/3751, 9-27=-3117/3751, 8-27=-3117/3751, 8-28=-113311333 WEBS 3-14=0/343, 3-12=-1054/1064, WEBS 3-14=0/343, 3-I12=-1054/1064, 5-12=-279/523, 6-11=-283/524, 7-11=-1072/169. 7-9=0/346 NOTES- 1) Unbalance roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mp I; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II�Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates a�e MT20 plates unless otherwise indicated. 5) This truss qas 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 j0 tall by 2-0-0 wide will fit between the bottom chord Viand any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=667, 2=779. 9) This truss has been designed for a moving concentrated Iload of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrerit with any other live loads. LOAD CA Standard R'aw3 At 'A.! l60f IOSS(S(4EEEEi';;::rT.ittiEUditEC707GMSEb3ECN;tU'[i"t(IIr7Rt[D'ek5r!zla{Tad;isC:S rmtsetn n1lei ti115"Nsinis Usti, Ewiir DI!lariae 4.`teq 1. riait 6;,r.E. rt43meS1ttIIFEatev.,rk.'e;105'Cvik 52�t$t9 ue B.til) %brSll&Vt['kt lltltS sEell Et tuih(t1e{Oihlt ttii As slits Ctiiri EijOta{it..SPt!?:fEOj'11t3S;Ne5tC,-1N'Duple'.38t r"Itte,Ott "fil!"59 MuilFjtt3fFEi H'l/ftr 4.d3S1),4nei13)Itlais Otjmalnrl.Mttlr, WOW. Thit,lit FEriMS: IWY7fl)�:�i43, 54�'.Eih Anyrony T. Tombo 111, P.E. 61i1e[i t111lltlf i3tF)ii:->•�j ii:?:13((Lf'S',ht(4t C9't5!r Cit O;Nf SitEt33tlijN a'i..!{q;.:el r23i :..R6t iER!E�f'IE£II�. 61 QE isdtt1.1e,,b;!9tQ31Ir1-L%4pnil9„*se10 a1 sit 1tthl.%A 14 lass; War, asetite ej ktuh3 SS'Huf: RSr:➢Avlry [� ; 80083 ' Dl ralliRr E�331jta niiletmli(. i�9Ekt 513ta}3l pit rCC Eti tfiiltiC:til ni lfE5t50.'�.tEQ.1CI {dT.)iite Sart)lLt%2ffiitetritSll i,51tII)iFI tFF StU at(FiEttt(411b:5fM�iI r114Me.RtlltiA351it Riri31S1I.':35R11d1lE 0Ii331tnSCiilpK, ifY5S Ct3139 Etfiktif 23L�R3f SS>08{tCJtt.l0lte5 vltnie!!'htllp Gt6at ed a4et'kg6 t;; is gnl!d. Qdms6ti ft is ep:`Gt hillu Msi v,tl ivss System Ers3vdm4rCe Uuliglad leas at iitfitti itTlF1. 4 t er , FL 3494 r Fort Pierce, FL 34946 (eppigbt02016A-I Roof Trusses• Anthony LTanabe 111,R.E. Replodurtionofthisdommeni,inanyform,ispollibitedwithoulthewrittenpermission(ramA-IRoofTrusses-AnthonyLTombnlll,p.T. Job Truss Truss Type city y WCAS6511 DBX A06 Roof Splecial 1 1 J A0260833 Al Roof Trusses. Fort Pierce. FL 34946_ desinn(nln1t. c — i D.­0 4— .1.. 4., ­1 1 .,__.. Job Reference o tional 2 �! 23 24 3x6 = 8-1-12 8-1-12 Inc. IVIUrl rspr z l u:ZU:ZU Zulu wage 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-nnwbSSRhnNO4_ekZZQkpCzLDgKon4TD41?V2jDzUoZP 1-5-8 4.00 12 5x10 MT20HS= 5x6 11 5x6 = 5 6 3x6 5:� 7 3x4 % 4 3x4 3 8 Pq 15 25 14 13 26 12 11 27 10 28 1.5x4 11 3x8 MT20HS= 3x8 = 3x8 MT20HS= 1.5x4 11 3x10 = 1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.37 12-13 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.55 13-15 >738 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3,T4: 2x4 SP No.2 T1: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-3-4 oc bracing. WEBS 1 Row at micipt 3-13, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1532/Mechanical 2 = 1629/0-8-0 (min.0-1-15) Max Horz 2 = 143(LC 16) Max Uplift 9 =-650(LC 9) 2 =-740(LC 8) Max Grav 9 = 1532(LC 1) 2 = 1629(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3887/3362, 3-4=-2702/2394, 4-5=-2604/2415, 5-6=-2567/2433, 6-7=-2667/2533, 7-8=-2881/2568, 8-9=-3938/3405 BOT CHORD 2-23=1044/1243, 2-24=-3050/3641, 15-24=-3050/3641, 15-25=-3050/3641, 14-25=-3050/3641, 13-14=-3050/3641, 13-26=-2072/2688, 12-26=-2072/2688, 11 -1 2=-3096/3692, 11-27=-3096/3692, 10-27=-3096/3692, 10-28=-3096/3692, BOT CHORD 2-23=-1044/1243, 2-24=-3050/3641, 15-24=-3050/3641, 15-25=-3050/3641, 14-25=-3050/3641, 13-14=-3050/3641, 13-26=-2072/2688, 12-26=-2072/2688, 11 -1 2=-3096/3692, 11-27=-3096/3692, 10-27=-3096/3692, 10-28=-3096/3692, 9-28-3096/3692, 9-29=-1143/1328 WEBS 3-15 0/375 3-13=-1252/1246, 5-13-929/1142, 6-13=-709/611, 7-12i-367/530,8-12=-1120/1117, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 81 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. i 6) * This truss has been designed for a live load of 7) 8) to 9) This concer panels ! on the bottom chord in all areas where a Ile 3-6-0 tall by 2-0-0 wide will fit between the chord and any other members. r to girder(s) for truss to truss connections. ide mechanical connection (by others) of truss ng plate capable of withstanding 100 lb uplift at except Gt=lb),9=650,.2=740. truss has been designed for a moving Crated load of 200.01b live located at all mid and at all panel points along the Bottom Chord, current with any other live loads. LOAD CASE(S) Standard 7 Dead Load Defl. = 5/16 in 9 Imo, 296 3x6 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 165 Ib FT =10% Katay •Prou tansapvp n eri tle'Id ir.gFRVSSES; SEi4'!''. E�flil11t1lS ((CMOQ!gNS{UlClt('Wt(I Arre!)IplrDe�p.AT'ml,N. lelrh dts!aaPsese;e: ad rlsp aihs as Hit rins Otilla frr.al gpre+ia: sE'ea11 r. faall �,r.F.IsrNtte LSeil (efdt nl. !kress o'aNr st sYtltn »e TqP, ail! kldetl�etFsc rltlessk�l le. sdfaht It ktsr pa III NIS OltWlelAtlfiie S1elw*rfapasN),pellstilep Na rlpswi0W.1MC.1 Rt r.Itlt.[£f, alj�mkg ttlrWi .!tlJltl III Mipl OR L3110.Ii tr^.sC�,�e75Wr, sldN lt4l.lal ieslpCessrzp�v, k.�nlel red?ieRs; lc!�� eediuslIII$ rntl Meart.4f"Is ib lm �ikq efil cm.,(3,im*sh}.N3tIt1t!t'�eAti„ppGtl.y.f.1#hn1efee.N litUt QtQ�16e1NiI7a!it3pttdtarftnl Ins;4nx!giel§s0lcpulbailtf Twa,hrfe+;$hfiq. onep.,kgs',aflCc kh; lAlnl i!{i;1p11F1I jp! Anthony T. Tome-0 IL, P.E. ' datll�alGtsiguedriens:hr.AllaalesafldnSl�C:tldPCiFtiNtllPklrpE}Lt1�IF.Ei{.q�(pp1i11111kfflliNia:{i1111'Di:f1N1r3FIiRISrC1ffii1t1Nt41Ht1!pNt:illej(�i,i?Fp/i!93fhiltiNilltil!'1liG4IErIM1e15i1ti1f.ti:LMN,rr811DNi}9letdlNfl5df1931pIGiIPC:ffitt;6li:s5 80083 Nplr -�,t 9dnA111 [phl;l greed 9u it rd'upep u Cabe, e.it!d. iaeuas, pnyl Ee,usri,�01 rlt lai! i1 DesipeN, ;, s, t siea.6gk,N 11 nr t ra1t..Glsip!lliaurn: aus der dla 7lFt. 4451 St. Lucie Blvd. (opyrighlO2816A4 tool irusses-Aethony1,tomholil,P.t.AepeadudonoithisduumentmCRY lalm,isplahibitedwdoullheWI: apelmissinaframAd[oofhusses-Pon Far' Pierce, FL34946 Job Truss Truss Type Qty Ply A0260834 WCAS651A DBX A07 Roof Special 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cwm Run` 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 201 f MI I ek Industries, Inc. Mon Apr 2 1U20:20 2016 rage i ID:W?quLcr?Re?LfzLe98RjH4yHM91-nnwbSSRhnN04_ekZZQkpCzLFsKnf4Pe4l?V2!DzUoZP r1 4-q 8-2-10 16-0-8 19-8-8 21-8-8 , 26-ti-1 34-1-0 j-8-2-10 7-9-14 3-8-0 2-0-0 5-2-9 7-1-15 4.00 12 6x6 = Dead Load Defl. = 7/16 in 5 6x6 = 5x6 = 4x6 6 1.5x4 \\ 4 1.Sx4 i I 3 W 8 { cc n 2 l B - \9 c14 0 22 23 14 13 2425 26 12 27 11 10 28 29 3x4 = 5x6 WB= 48 —_ 46 = 3x6 = 3x6 = 3x4 = 9-10-4 19-8-8 21 8-8 24-10-11 34-1-0 9-10-4 9-10 4 2-0-0 3-2-3 9-2-5 Plate Offsets (X Y)— I2:0-3-0 0-1-91 (3:0-2-0 0-1-81 i4:0-3-0Edge] r9:0-1-6 Edgel LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.47 12-14 >867 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.91 12-14 >449 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-M Weight: 158 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T4: 2x4 SP No.2, T1: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 "Except` B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 `Except* 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 9 = 1532/Mechanical 2 = 1629/0-8-0 (min. 0-1-15) Max Horz 2 = 144(LC 16) Max Uplift 9 = -650(LC 9) 2 = -740(LC 8) Max Grav 9 = 1532(LC 1) 2 = 1629(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3860/3376, 3-4=-3569/3177, 4-5=-3470/3200, 5-6=-3289/3051, 6-7=-3065/2811, 7-8=-3587/3187, 8-9,=-3916/3442 BOT CHORD 2-22=-1045/1239, 2-23=-3064/3619, 14-23=-3064/3619, 13-14=-1874/2426, 13-24=-1874/2426, 24-25=-187412426, 25-26=-1874/2426,12-26=-1874/2426, 12-27=-2311/2921, 11-27=-2311/2921, 10-11=-2311/2921,10-28=-3137/3676, BOT CHORD 2-22=-1045/1239, 2-23=-3064/3619, 14-23=-3064/3619,13-14=-1874/2426, 13-24=-1874/2426,24-25=-1874/2426, 25-26=-1874/2426, 12-26=-1874/2426, 12-27=-2311 /?921, 11-27=-2311 /2921, 10-11=2311/ 921, 10-28=-3137/3676, 9-28=-3137/3I 76, 9-29=-1146/1324 WEBS 3-14=-622/850, 5-14=-978/1157, 5-12=-983/1183, 6-12 1146/1100, 7-12=-227/396, 8-10=-516/684, 7-10=-607/685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: AS6E 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) a 1 d C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 nechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=650, 2=740. 8) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads, LOAD CA' Standard Nmari-iFKse r}:spv}'dr[isk£w 16e'A'11C7ri10:SES[SVI;SEAlrttiitYSt;CY0TJY1 (bilCY t1PE1'jA(I:YC8tE0"okFYr:'di.rn:h 2ts iYpr9aeie: aril red"Ieseftis Tess De.ip¢[+eriq OCimla:tpU¢1t. rsnh lf:,r.F.rderem Stee(ie6u ne.: :s e'k!yrise sa+.Nee tttTwo, uS,* YUTelravefv fides slut le ndfa+s:iC:hhirt,t tsutr9ss GniaE¢iiazn;ie,$triy E9i:¢iwt hi side! ¢p rCC r£}�u�swesepher dlbpitestaie9p nsi esptas¢'ilrfn ik+Y+s,i+dbesSik trots dp4^,ele9&1;C 9dr, r¢i<ilttl ISe desip¢uuxyrD¢s i«ar�i;rt; sa!d�ah Anthony T. Tombo III, P.E. Id -it itA1pss Ali his my is Ki Br.;.^g p s,5, GeG+xr,ni 0rsti stySeradeyesirt£aBf��csap>:,hbe.c,seek±lT(,Ntl[(CiQRCItld 711:J�j:644iTTiI.Tb:t9[iliil 9!S!T:�ee{Se1 N111tW11f hw:$, hdeA; if11.1, SILfYK wla Cd kvh; still it P: furawk-re.. 80083 � ' b:rriltur[4n}9irad{tehabe Into'ssefedu!Sill ¢dktpleaa iJd ft cdkit'lLicupiuSdif£Idirxd9s(Kil1, 'Odi nWSKI.T1 ud a p ti•elIehraa TP619d4isr¢e;tsysmil':netll.ufs9('»Trets2eA:xf,:pss4tvptTtSietut9dirissm.d s.er,wlns 4451 St. Lucie Blvd. esetr.'si d�Te 1,4teht:lsp:d pa it rs:IIV: li tsI lyd. a9lns; Cis Ug r<:.is li0ibddpey 0tstitws,sns Sstt4 E¢.,':a,-91et,l lLsq..Lrq,hf,,il,.rs,eusdafisd i9TF}l. Fort Pierce, FL 34946 (apyrigM02016A-1Roof lrusses-ArihoayLTombuIII, P.E.Rep. duttionalthisdomment;inany(orm,hP hibitedwithoutthewrinenpamis ItemA4ITusses-AnthonyLTo[I111,P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX A08 Roof Special 1 1 A0260835 I Job Reference (optional)ry; , ..G. latue, r.VyU, unai91 11u,a I u uss.wtn mun: o. tzu s Nov lZ 2.0 / Ynni_ 6.1ZU 5 NOV 12 ZUI t MI I eK industries, Inc- Mon Apr 2 10:2U:21 2018 Page 1 4.00 12 6x6 = 5 4x6 5x6 = 5x6 = 6x6 % 4 6 3 cc 1 1 3 1 2Pi 22 23 14 24 13 12 11 10 3x6 = 1.5x4 11 3x8 MT20HS= 5x6 WB= 3x8 = 3x10 23-11-14 8-1-12 16-0-8 21-8-8 23-8.8 8-1-12 1 7-10-12 5-&0 10 036 Plate Offsets (X,Y)— 12:0-3-0,0-1-91, [4:0-3-0 Edge) (9:0-10-0 0=0-61 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.38 10-18 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.91' Vert(CT) -0.76 10-18 >542 240 BCLL 0.0 Rep Stress Incr YES B 0.53 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 `Except` T4: 2x4 SP No.2, T1: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 `Except' 132: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except` 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-3-7 oc bracing. WEBS 1 Row at midpt 3-12, 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 = 1532/Mechanical 2 = 1629/0-8-0 (min. 0-1-15) Max Horz 2 = 144(LC 16) Max Uplift 9 =-650(LC 9) 2 =-741(LC 8) Max Grav 9 = 1532(LC 1) 2 = 1629(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3887/3370, 3-4=-2693/2387, 4-5=-2596/2410, 5-6=-2651/2421, 6-7=-3237/2915, 7-8=-3436/2977, 8-9,=4009/3560 BOT CHORD 2-22=-1046/1243, 2-23=-3057/3642, 14-23=-3057/3642, 14-24=-3057/3642, 13-24=-3657/3642, 12-13=-3057/3642, 11-12=-2830/3474, 10-11=-2830/3474, 10-25=-327013779, 9-25=-3270/3779, 9-26=-1155/1330 BOTICHORD 2-22=-1 046/1243, 2-23=-3057/3642, . 14-23=-3057/3642, 14-24=-3057/3642, 13-24=-3057/3642, 12-13=-3057/3642, 11-12=-2830/3474,10-11=-2830/3474, 10-25=-3270/3779, 9-25=-3270/3779, 9-26-1155/1330 3-14 0/3721 3-12=-1268/1264, 5-12=-935/1175, 6-12=-1188/1135, 6-10-506/546, 7-10=-687/868, 8A 0=-631 /778 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd ' 132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip D0L=1.25 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)i except (jt=lb) 9=650, 2=741. 9) This truss has been designed for a moving concentrated load of 200:01b live located at all mid panelsland, at all panel points along the Bottom Chord, nonconcurrent with any other live loads: LOAD itmaa7-Fria iaatsspi�r nut.9t'A ucrnalsEsfsEm;,Essuunw t:caeEnoxs nlreurnrlr^del ILTetrmst!ror P?wts sNA le asedtN±at fS uh+cil, psslress esipa Fe�;tr;li SPt('S7r=}X' N1�ttM t41 eat o Ns Imshi afHlap litre rzspsa xrp atka Graff ha 01W5 ettlturdeytet Brit4WIO 1pur, ' ta1P lrNr G3a1aN(tleiaeff3:Mf. lii9»Sfw MpSeT"uldat eCres evl rne_.ass etha6m.l;ep Samaueu Sd eRw.u(dASaed it a reaaal adeed rKe w i.:'�ty w: Patin neatd. iteUiss Petiya Ert;ers: is t6i he r�l/nr P Topprl051it, 2016A-IReal iosses•ArthonyLTomb 111,p,f keprsduniraabAisdnumenl;Er fm. f.laaM IG,P,f.P�Neeit Saetl hteitast. Gsksi hld�7L'G WP, aslerllLl, fat ksye unar s`Rs(i4tle lUerl�.aNal7al;i�1[letlf �8l, Tas iDpixl a.� ir9nl es?fielf esdYas inn; hsh3apA a(T,'i1 Eaa�:tied lyiFi ad1Es1 ere st'Newr! xjen•el pdmxe lPl.t ls!a=.s huatami4 L:astsdf+lus dhe ass S!siw hP:atN d arykwlfrzj. i§apart tP INwsen is dot. x! w lfl?. is prohibited withool the writer permission from Ad Loaf hasin-Aofhary T. Tomho 111, P.E. Dead Load Defl. = 318 in 1.5x4 8 25 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 159 lb FT = 10% Anthony T. Tombo III, P.E. : 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260836 WCAS6511 DBX A09 ROOF SPECIAL 1 1 t Job Reference (optional) Al Hoot I russes, tort tierce, t-L 34`J4U, oesignLanruss.com 3x6 6x6 % 4 3 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:22 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-jA1 Mt7TxJ?HoDxuygrmHHOQaL8VKYLXNDJ_9o5zUoZN 4.00 F12 I 5x8 = 5 2-0-0 ' 8-4-8 5x10 MT20HS= 5x10 MT20HS= - 6 LJ 22 23 14 24 1 13 12 11 10 25 9 1.5x4 II 3x8 MT20HS= 5x10 MT20HS= 3x4 = 3x6 = I 3x10 = 1.5x4 11 8-4-8 7-8-0 LOADING(psf) SPACING- 2-0-10 CSI. I DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) 0.40 10-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.58 10-12 >707 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS1 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3,T1: 2x4 SP 240OF 2.0E T5: 2x6 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (3-5-7 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-12 REACTIONS. (lb/size) 8 = 1570/Mechanical 2 = 1668/0-8-0 (min.0-1-15) Max Horz 2 = 147(LC 16) Max Uplift 8 = -665(LC 9) 2 = -760(LC 8) Max Grav 8 = 1570(LC 1) 2 = 1668(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3961 /3437, 3-4=-2769/2456, 4-5=-2672/2479, 5-6=-2755/2466, 6-7=-4007/3594, 7-8=-3821/3268 BOT CHORD 2-22=-1069/1271,2-23=-3111/3709, 14-23=-3111 /3709, 14-24=-3111 /3709, 13-24=-3111/3709, 12-13=-3111/3709, 11-12=-3344/4040, 10-11=-3344/4040, 10-25=-2937/3583, 9-25=-2937/3583, 9-26=-2933/3573, 8-26=-2933/3573, 8-27=-2933/3573 WEBS , 3-14=0/370, 3-12=-1278/1267, 5-12=-873/1146, 6-12=-1604/1521, 6-10=-630/700, 7-10=-677/775, WEBS 3-14=0/370, 3-12=-1278/1267, 5-12=-873/11�6, 6-12=-1604/1521, 6-10=-630/700, 7-10=-677f775, 7-9=-74/360 1 NOTES- 1) Unbalance roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mp1; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. III Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=125 plate grip DOL=1.25 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 8=665, 2=760. 9) This truss Ihas been designed for a moving concentrated load of 200.01b live located at all mid panels and 0 all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. LOAD CA Standard 26 Dead Load Defl. = 3/8 in n c7 ?cb 27 8 4x8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 161 lb FT = 10% tKRL'>) �riWit iY^Rj51g fti',!M Rt'1; iG]f 40SSES, S (EI'I, s(gEIA(P.14S 1(CeOfuRi(g'STi1T;•gE'E(jnE§F7iilE6i§1:51'LtO. ttFu!ltt'gApYt3N?!i t5I ltigltlEi tt RI{t1i55 Gt51j5 G:t+itg� OP)QtE �! dE'3?]g T. T59H IP.rL rtft:t4(! �ttSgtlttt 05!. C'Gt!i i�k!YIf; Sht(tA IEt TuO,idT 1iiTektEn!5 §Idessft:lgeestihsp!I6gblttrill 1,31.15!CEt©E*ur(u..S§t i.jEGgaterf, Ike met Isar TEOItg'lit9'SgYJ!§tHt[tR'±rrilss:xt`ttg'Jt!!iFgtti§LeiFS1:h'ttJ.'tY.d!dgtd:1t59§I!TtiSil:iidldnxtEg61t1§,iettflrtl, OtltSi� tStFS§:265,IE9! .'F6�.�lEJ!Y�Rdlh Anthony T. Tombo IIT, P.E. eE[t!e ttdts lrtsshr gar ktiiagiiMrugui 7dGt C+rt!', lti Orw,.'r itd5rnligedvEt6d!:ggu:Yx,is rtr+rti:tndt`.!IIC CeIK tadDt liml plfu§Silo ctftPl l.Tbs"p"IIts DDatxf tiddt!to At Issr; wwi4 hmluig.oggtke"N" ad S!t5'ng sltll It re wit"U'l 0. n80083 6t1.Jdug W.slgti itliiei±aie. 11ledn idtgn!St Ego itt%F gtee:n tEd gt+dAressedd:ek:€q (azpntlSttf ldtrar:(Killgz)*iatdhifltE§Slilat!E'xettd!v gEee�d§tita,Et.Fro ii11t95tgE94!1idFe±, Oltii 4451 St, Lucie Blvd. IRtSt it MmtIT IWhArfsdqu 4 n_Vra yslits�FtNtih TSi53 odic Etittrt is 101 GtIM416tiitsm!IsmSTiltm Erztedttr Wi&jg INstilshal hisrsat a ttrrctd 14T111. Fort Pierce, FL 34946 (epytight07016AIRoof Trusses - Anthony LTcmhoIII, KE. Replodurtionofthis dorumenl,iotry farm, isp5ubililedwithout theKiifledpetmissiopfrom AdRoolMusses-AnitarytTombeill,P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX A10 ROOF SPECIAL 1 1 — A0260837 Job Reference (optional) a, � Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:23 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-BMbk4TUZ41Pfr5T8EYHWgczkfYp2HjYWRzkiIOCzUoZM 27-9-12 4.00 12 7x10 MT20HS= 1 5 4x6 6x6 4 W, 3 n1 2 e4 28 29 19 30 18 17 31 US —_ 1.5x4 11 3x8 MT20HS= 7x8 = 3x4 11 6x6 z� 7xl0 MT20HS= {36 10x14 MT20HS= I \' TV78 32 — 16 13 33 12 3x4 11 3x4 11 5x12 = 10x14 MT20HS= 7x14 MT20HS= 20-11-1 . 24-5-1 , 27-9-12 34 34-14 6-3-4 Dead Load DeB. = 112 in 10 �01 6 � Cis N 5 3x8 = LOADING(psf) SPACING- 2-1-4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) 0.67 14-15 >608 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.90 14-15 >454 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(CT) 0.29 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 191 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 "Except' T& 2x6 SP 240OF 2.OE, T4: 2x6 SP No.2 T1: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 *Except* B3: 2x4 SP No.3, B4: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 `Except* W4,W6,W9: 2x4 SP No.2 W8: 2x6 SP 240OF 2.0E OTHERS 2x2 SP No.3 BRACING - TOP CHORD 2-0-0 oc puriins (3-0-15 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 3-9-1 oc bracing. WEBS 1 Row at midpt 3-17, 5-15 REACTIONS. (lb/size) 2 = 1712/0-8-0 (min.0-2-0) 10 = 1712/0-4-12 (min. 0-2-0) Max Horz 2 = 139(LC 12) Max Uplift 2 = -781(LC 8) 10 = -801(LC 9) Max Grav 2 = 1712(LC 1) 10 = 1712(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4082/3539, 3-4=-2867/2537, 4-5=-2765/2561, 5-6=-5529/4928, 6-7=-5589/4822, 7-8=-8830/7555, 8-9=-4165/3667, 9-10=-4184/3593 BOT CHORD 2-28=-1064/1306, 2-29=-3149/3824, 19-29=-3149/3824, 19-30=-3149/3824, 18-30=-3149/3824, 17-18=-3149/3824, 6-15=-506/596, 15-32=-6913/8384, 14-32=-6913/8384, 7-14=-1629/2043, 13-33=-395/462, 12-33=-395/462, 12-34=-3239/3926, 10-34=-3239/3926, BOT CHORD 2-28-1064/1306, 2-29=-3149/3824, 19-29=-3149/3824, 19-30=-3149/3824, 18-30=-3149/3824,17-18=-3149/3824, 6-157-506/596, 15-32=-6913/8384, 14-32=-6913/8384, 7-14=-1629/2043, 13-33=-395/462, 12-33=-395/462, 12-34=-3239/3926, 10-34=-3239/3926, 10-35=-1067/1307 WEBS 3-190/376,3-17=-1292/1303, 15-17=-1823/2462, 5-15=-2917/3397, 7-15 -3221 /2785, 9-12=-735/982, 12-14=-5869/7099, 8-14=-1 382/1706, 8-12-4707/3960 1) Unbalanced roof live loads have been considered for thjs design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd-132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 100 lb uplift at joint(s) except (jt=lb) 2=781, 10=801. 8) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 5"e:uep •rlee:eNae3pHy riiitwlh'61 IOU I SUS{511111 C OEM RIMS d r0l:d110lS [iSTOMj iE1E1'j d([p03TfCGMEMi hra failp Se:ip paeaans ¢ilretdwfis at tlis7tess Oe: c=O:eviy{fr=;htri tEe AaIuYL rcmlaC!, I.E.lelaext tlwi Mh!e�ne. Udt:: aler+f:e tltl3lee netoo,n'p tllhtnittmlp:e!esslNl:•relhrt&liOnktt111. FteTrne Desip Eiqua{I.3,Su:itHr hg.!;13'0".YTa0 t3EttSt issaamsit.m¢ttit rtii?Sfl¢et!eGiiFi'ItP"sluslil!athiras, dK'rdtlS 55 FTAlS �3p aelatieTDD adf, rda iill, The i pa nnopites,ItMrtfmtinns,tNt3lilry Anthony T. Tombo III, P.E. CC lse Ii RS ITSSTt¢Iflp 161441 is lit Rspusill!af efW 0Y1l3.@l gY3tffeAle.'1lFdiy'eral.t!!il'lIdIlF OesfpMl,®15EMtia{TI4P Et[,tliu.ald NlteleiWpflde WMI. llt yifetE!tl ne 100 ail nr acid nt Rtle crest. udtGyladnrp.s!emg, ieshllain ted ung rhiltbs l'e rc¢pxsi3S:hd .: $0083 i ! Kf4x Otfiym:alffa:eMt.11'r;ksfe!ta!"s IlelOD eiilu plmias®rptil�a:sdtl:4ddiyrtrgaetl Sdelpl»9mn{iESI!ptNitleilp t?IMSIfAui:daiaaht pturel �:dae U0 4451 St. Lucie Blvd. e&arise lAir¢lipo0afr�y:ed site it wr!tiglr tllptR:es lmcaei lheTau Bet!�Eyieaf is r0i Lx laiAapOesgia�rtTnss Sys!:n Eoiieierd®plegdy. llityadatdteronremrrYaelblrF1' Fort Pierce, FL 34946 Copyright ©t016A-1Roof Tiosses- Anthony T.Tombs fl01 Reproduaionof this domment, in any fosm, is prohibhedwithout the rittenpermission homA-I RoofTrasses- Wholly T.TamboEll,1`1 Job Truss Truss Type Qty Ply A0260838 WCAS651NDBX A11 ROOF SPECIAL 1 1 n Job Reference (optional) Al rtooT I cusses, con vierce, r-L -i4to4o, oesigntga i uuss.wm 8-1-12 Run: 8.120 s Nov 12 2017 Print: 8.120 s.Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:24 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-fY96lpU BrcXWTF2KoGoIMpWuNy9rOEzggdTFt_zUoZL 23-11-3 27-11-0 .29-11-0, 34-1-0 35-5-Q 4.00 F12 5x8 = 3 7x14 MT20HS- 4x4 2 4 103 '1 C4 d 23 3324 15 25 3426 14 13 2712 28 11 2935 3x6 1.5x4 11 3x8 MI20HS 4 5x10 MT20H� 4x4 = = x8 = 1-3 LOADING (psf) SPACING- 2-0-10 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 I Vert(LL) 0.48 11-13 >844 360 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.68 11-13 >603 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.61, Horz(CT) 0.18 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSI LUMBER - TOP CHORD 2x4 SP 240OF 2.0E `Except` T4: 2x4 SP No.2, T5: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD 2-0-0 cc purlins (2-8-5 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 3-3-5 oc bracing. WEBS 1 Row at midpt 2-13, 4-13 REACTIONS. (lb/size) 1 = 1572/0-8-0 (min. 0-1-14) 7 = 1671/0-4-12 (min.0-2-0) Max Horz 1 =-148(LC 13) Max Uplift 1 =-648(LC 8) 7 =-781(LC 9) Max Grav 1 = 1572(LC 1) 7 = 1671(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3986/3465, 2-3=-2775/2489, 3-4=-2772/2482, 4-5=-4435/3905, 5-6=-4089/3582, 6-7=-4233/3630 BOT CHORD 1-23=-1168/1365, 1-33=-3102/3733, 24-33=-3102/3733, 15-24=-3102/3733, 15-25=-3104/3726, 25-34=-3104/3726, 26-34=-3104/3726, 14-26=-3104/3726, 13-14=-3104/3726, 13-27=-3494/4204, 12-27=-3494/4204, 12-28=-3494/4204, 11-28=-3494/4204, 11-29=-4561 /5421, 29-35=-4561 /5421, 10-35=-4561 /5421, 10-30=-4555/5420, 9-30=-4555/5420, 9-31 =-3311/3975, 7-31 =-3311/3975, 7-32=-1055/1288 WEBS 2-15=0/374, 2-13=-1289/1289, WEBS 2-15=0/374, 2 13=-1289/1289, 3-13=905/1170, 4-13=-1761/1698, 4-11=-326/633, 5-11=-1293/1134, 5-9=-1679/1477, 6-9=-888/1113 NOTES- 1) Unbalance roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mp I; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II�Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates a�e 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 3-6j0 tall by 2-0-0 wide will fit between the bottom chord land any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=648, 7=781. 8) This truss kas been designed for a moving concentratedl load of 200.01b live Iocated'at all mid panels and at all panel points along the Bottom Chord, nonconcurre t with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CA Standard 4-2-0 4s.Irq r �t a1' 10 30 9 31 1.5x4 11 4x4 = Dead Load Deft. = 3/8 in 0 7 8 Io 3x8 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 158 Ib FT = 10% Zt&e:eiq-Hers, Asrlquyn!iesilh'41100FTUSSiSj'SttI11"a aaae[ TRM& trl:4l hs QSTjP M'-I*'ARNWIM111r. detOP,.s UITe?uuenerysles ADle suffl, U t001e h Will. As ersms 0esll flomesice, Stoilly Lelnsr;,3s sed 11 leyIDO uriesee6lyreujta:e if Le pmLssiud R.pild,pusjuslNldj'prtot deT4nd Ili 4Et!eTon 6piltlots Toue!Iye viesT•�-L >a t:!tp, vu!xpwm, to egaecn!rs. s!it!mrl- Anthony T. Tornbo 1II, P.E. na it d Isis Tins 4e ley 1016l1 is llljel96ilny dbY O.ler.t4ll..!ts,;d',Is, Wbi ges11H', aria ndsd d Ill Kde ittWflu, lend 1''nnvh'dMI. le!pgleep if lie r00 and ley WIlsedree Tnss,imfdgt.114 Arge. LSLlidin.1 kviel sisu It G!rep iTlyd t80083 11ersrepoesrmV4Ecennas.Fi:n!essetwlLshlBa"il*alodtasadgeds0nslftl!ti11qtwt 4451 St. Lucie Blvd. e4erdu ldild tpeCetxd ly,esd egll it rslnsg tjdlyM;!s ¢+dsel lhetnss:e;ta tspiee!rls lCf taa:gtts(tsu,rtTn.s Sps�ea cglasdm75.i15>i. all egwadtvs!reas adld iattta. Fort Pierce, FL 34946 (oppightm2016A-I Roof Losses- AnlhonyT.TomboIII, P.l. Reproduction of ibis document, in moyform, is pero�ibhed without The written permission hom A-1 Roof Trusses-AnthonyT.TomhoIII,P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX Al2 Roof Special Girder 1 1 A0260839 Job Reference (optional)u ft l e�V0 , 1 UDDCb, r U, t r"=C , FL . V4 U, uub,yrl((Ld 1 truss.com Run: 8.i2O s Nov 1z 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:25 2018 Page 1 ID: W?quLer?Re?LfzLe98RjH4yHM91-81jUV9VpcwfN4PcXMzJ_vl24nLV?IeWpvHDpPQzUoZK r1 4-Q 2-0-8 4-0-8 , 6-1-13 , 11-0-8 18-0-8 24-11-12 29-9-13 31-11-0,33-11-0 36-1-0 37 5 Q 1 4 0 2-0-8 2-0-0 2-1-5 4-10-11 7-0-0 6-11 4 4 10-1 2-1-3 �n 5x6 = Dead Load Defl. = 9/16 in 7 3x4 7 3x4 4.00 12 8 5x10 MT20HS= 3x4 % 3x4 5x10 MT20HS= 804 % 5 9 9 6x6 = W2 WS 0 10 W15 cqq} en1 2 �Ri 2 12Io 33 35 34 36 37 38 24 23 22 1 21 20 39 19 4018 17 41 I� 9 42 43 44 45 6 O 16 15 14 3x8 = 1.5x4 11 4x4 = 3 �11= 5x10 MT20HS= 3x8 = 5x10 MT20HS= 3x4 = 4x4 = 5x6 = 3x8 = 1.5x4 II 2-0-8 4-0 8 6-1-13 11-0-8 18-0-8 24-11-12 29-9-13 31-11-0 33-11-0 36-1-0 2-0-8 2-0-0 2-1-5 4-10-11 7-0-0 6-11� 4-10-1 2-1-3 2-0-0 2 2-0 Plate Offsets (X,Y)- [3.0-7-8,0-2-81 [4:0-4-8 0-3-4) [11:0-7-4 0-2-8] [24:0-2-8 0-0-121 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) 0.58 19-21 >742 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.97 19-21 >446 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 187 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3,T4: 2x4 SP M 30 BOT CHORD 2x4 SP 240OF 2.OE *Except` B2: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except` W15,W2: 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. WEBS 1 Row at midpt 6-19, 8-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1691/0-4-12 (min. 0-1-8) 12 = 1718/0-4-12 (min. 0-1-8) Max Horz 2 = 132(LC 8) Max Uplift 2 = -819(LC 4) 12 = -809(LC 5) Max Grav 2 = 1691(LC 1) 12 = 1718(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4359/1853, 3-4=-7077/2986, 4-5=-6063/2523, 5-6=-4404/1817, 6-7=-2988/1213, 7-8=-2987/1213, 8-9=-4394/1807, 9-10=-6024/2485, 10-11=-7014/2911, 11-12=-4430/1830 BOT CHORD 2-33=-621/1402, 2-34=-1792/4105, 24-34=-1792/4105, 24-35=-1802/4129, 23-35=-1802/4129, 23-36=-3134/7358, 22-36=-3134/7358, 22-37=-2409/5758, 37-38=-2409/5758, 21-38=-2409/5758, 20-21=-1662/4152, 20-39=-1662/4152, BOT CHORD 2-33=-621/1402, 2-34=-1792/4105, 24-34=-1792/4105,24-35=-1802/4129, 23-3,5=-1802/4129, 23-36=-3134/7358, 22-36=-3134/7358, 22-37=-2409/5758, 37-38=-2409/5758, 21-38=-2409/5758, 20-21=-1662/4152,20-39=-1662/4152, 19-39=-1662/4152, 19-40=-1541/4143, 18-40=-1541/4143,17-18=-1541/4143, 17-4j1=-2259/5721, 41-42=-2259/5721, 16-42=-2259/5721, 16-43=-2939/7276, 15-43=-293917276, 15-44=-1658/4196, 14-44=-1658/4196, 14-45=-1654/4173, 12-45=-1654/4173, 12-46=-545/1428 3-24=-52/471 4-23=-1411/609, 6-21i-153/669, 6-1 9=-1 520f798, 7-19 =-465/1374, 8-19=-1514/788, 8-177-154/671, 10-15=-1387/601, 11 -1 4=-34/458, 11-15=-1262/3045, 3-23=i-1309/3161, 9-17=-1647/750, 9-16=-252/808, 10-16=-1655/722, 4-22= 1718/765/ 5-22=-258/811, 5-21=-16721777 31anced roof live loads have been considered design. 1: ASCE 7-10; Vult=170mph (3-second gust) 32mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS pe); cantilever left and right exposed; Lumber .25 plate grip DOL=1.25 ide adequate drainage to prevent water are MT20 plates unless otherwise truss has been designed for a 10.0 psf bottom ve load nonconcurrent with any other live s truss has been designed for a live load of on the bottom chord in all areas where a le 3-6-0 tall by 2-0-0 wide will fit between the chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=819, 12=809. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 42 lb up at 2-0-8, and 41 lb down and 41 lb up at 33-11-0 on top chord, and 200 lb down and 46 lb up at 2-0-8, and 200 lb down and 17 lb up at 33-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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, 4-7=-70, 7-10=-70, 10-11=-70, 11-13=-70, 27-30=-20 Concentrated Loads (lb) Vert: 24=28(B) 14=3(F) B¢dq PeesetluenHyttelen Ike'ld loft curilt TOMrDE:TI106S (JSTON 6Lis'jA([7CllEG MED1'rern. fuilr desire raenelendm:ltolesnl>isT!ess Des":1.DnvizyET[a;erg IM AMuerT.lat!>DI,r.F. rduene S!!!I faSfeHe. Velmsene!ri,I shrill "01TDD,sm!y eLTelo¢emff'akssbdiNrelfit b 1DDiebe not is rirnsDull. fello¢p.e.SfeJeD(66u!:pi9l ad ef¢ylDD iifreseds rsenp,a:e Afeer!alushud ea re!rrs!eslt¢iltlAyb:Mel,t!ksc`. hke sa�eTnss Gg!n!1¢tle1DD Ny,nl¢t.Xl. lts i!uytmnsfriem. hsfepooblen, smetliry Anthony. Tombo III P.E. eriSeelAisT-yunirlalialislieresfweibl0dlleflu",th0nuittaainde�Aeh Ike WlntDeefr[t',isNfeehrhdthe III, 9!:Taltie red iaYeyhill .1%L➢eRpeeidIke IDDhailnybell utIf6,Tess.o�ed.!"fury, milt, imhlldinidemit'nslltolare!fwsie1ty0 Y Ike t,LEegDs3as ert fta`eM!. Ill ra:es sehwi ette TDDnd hit p�Ios.1jildoo.1o! wail( pwn myr re.me in;tt;r. lases by T?l end SKI m:l zedh, yeenai PImo, UP f0niok! nsfembihis eftes 910li1Doper. line Ots.V houere91 T!He NWiler,mhus V80083 elealu ldierl lys Otad egekeptit mliq iydlfedits i¢dted.❑eT¢sstesip filine, is NOTE l0al tHfIlier¢liss Shies blinudopbnlY,el. uiegwaedtaos rocs ddmN itttl1. Foft1St. Pierce, Blvd. 4946 (opyaighl©2016A-I Roof Trusses-Amhonyl.TomboIII,P.E. Reprodoriiaoofibisdommen6inonyform,isprohibiledwilhoutthewrineopermissionhomA-I Roof Trusses-AnthonyLTambo111,P.E. Job Truss Truss Type Qty Ply A0260840 WCAS65IXDBX A13 Roof Special I 1 1 4 " Job Reference (optional) Al Hoot I russes, fort coerce, r-L 34u4n, eesignrda-I uuss.wrri .-11.4-n. 4-n-R . 6-0-8 , 10-7-11 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:26 2018 Pagel ID: W?quLcl?Re?LfzLe98RjH4yHM91-cxHsjV WRN DnEiZBjvhgDREbFdIrYU7kz7xyMxszUoZJ 16-2-0 19-11-0 1 26-8-5 1 34-1-0 1 5x6 — Dead Load Defl. = 7116 in 5x6 = 6 7 3x4 % 3x4 4.00 12 5 8 5x6 = 6x6 = 0 0 3IV vrr 9 2 En �t Id, 24 25 16 26 15 27i4 13 28 12 11 29 10 30 31 6 4x4 = 3x4 = 5x6 WB= 3x4 = 3x4 = 1.5x4 11 3x6 = 3x6 = 3x8 MT20HE= 4-0-8 6 0-8 10-7-11 16-2,0 19-11-0 26-8-5 34-1-0 4-0-8 2-0-0 4-7-3 5-6-5 3-9-0 6-9-5 7 4-11 Plate Offsets (X Y)— [2.0-0-2 0-0-3] [9.0-1-6 Edgel I LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) 0.54 13-15 >751 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.80 13-15 >510 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 160 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3,T5: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 `Except` 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-3-2 oc bracing. WEBS 1 Row at midpt 5-13, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 9 = 1532/0-5-8 (min.0-1-13) 2 = 1629/0-4-12 (min.0-1-15) Max Horz 2 = 130(LC 16) Max Uplift 9 =-648(LC 9) 2 =-776(LC 8) Max Grav 9 = 1532(LC 1) 2 = 1629(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4123/3462, 3-4=-3990/3422, 4-5=-4173/3608,5-6=-2922/2598, 6-7=-2723/2551,7-8=-2937/2583, 8-9=-3951 /3393 BOT CHORD 2-24=-1023/1247, 2-25=-3197/3873, 16-25=-3197/3873, 16-26=-4558/5381, 15-26=-4558/5381, 15-27=-3228/3937, 14-27=-3228/3937, 13-14=-3228/3937, 13-28=-2085/2723, 12-28=-2085/2723, 11 -1 2=-3089/3706, 11-29=-3089/3706, 10-29=-3089/3706, 10-30=-3089/3706, BOT CHORD 2-24=-1023/1247, 2-25=-3197/3873, 16-25=-3197/3873, 16-26=-4558/5381, 15-26=-4558/5381, 15-27=-3228/3937, 14-27=-3228/3937, 13-14=-3228/3937, 13-28=-2085/2723, 12-28=-2085/2723, 11-12=-3089/#06, 11-29=-3089/3706, 10-29=-3089/3706, 10-30=-3089/3706, 9-30=-3089/3h6, 9-31=-1136/1329 WEBS 3-16=-874/11116, 4-15=-1509/1389, 5-15=-363/634, 5-13=-1432/1302, 6-13=-494/639, 7-12=-370/540, 8-12=-1156/1681, 8-10=0/357, 4-16=-1737/1595 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 111 Exp C; Encl., GCpi=0.18; MWFRS (envelope) anld C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=648, 2=776. 8) This truss Ihas been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard A'edq-11lvu6tngMr!?•itrth'A110Cf OJSSTS illt!Ij,6CA:I1l Utz(Or iflOkS (OS79Mj eA9]';A.{AA03i;c AIEAi rx�Tuiff hup j—dtrs Mred.A!s w ltis'! S)":PD,.iyflG.;rtllhlsft rl.i, lS91 ldertne Set!IEs':are est. Od:ssrMervise o9eles tle Tlip,[a'p UlieknuENrt'fess6diN-nelUr 6eiDD lahalid. AscLnt Detgt hylux;1.e,5wthll(hdte;.6etld ee n(TDD relreseds ve xuted6e rral!Slllld rtE'eE!!IIP 1lS796AIIIn(!er lA!lEtkiEi lCl s'IPTn!S!!tix!hs6eIDD x¢,nierir`41.ihleoro vsnopnens. hElspoednos, nntlDry Mthony T. Tornbo III, P.E. '01,06is iRssb,!1161 11,lh"'j"Slyft.IN O-r. rh O.uis elwi:El eedx tht k's Desiln:,a N.'W'I cl lt(.a!KWth[;' lWsgnit ¢l1Rl. Re ci e—!III,TODnlvel Wil etc girlie Tnss W,6q lATLIwiff, ieshlldin vel Witri Ali Its, cpsi: :h el--80083 Ih lrifag DES!gz!xe!(Eeteor. Ali tiiee so.1 it 6tTOD e!1l IR IINI(e! 1;MIN!S elt!!6nl!!q(11F.1d Sell lr:-amEne!{t(Sf,��rMidttll�tlil VISI(AEI?idN!TSe�Fe gntle'pdNte. Tfel eE5tti4!SeSFNx!4�171eS[4Gff1�0!3:1!eESPtSIjEx,l![iS At5:yM33!1etCs'Tni!MSMI!!el!r, R'e1! q,g51 St. Lucie Blvd. Eitt�lulrTittlkpo(n4;mopeEa®Nei!wtiAglldlAert:Es¢�d!eiivelnnC+slaEgiveerllACi6eEfi`7�7uErpx,rrin:sStveaEqu!ere'®rhuL>i. Ali ty�ttxbhms!!ecsie!aeshml. Fort Pierce, FL 34946 (opyrighl02616A-1Roofflosses-AnlhonyT.TomhoIII, P.f. Reproductionofthisdocument,inanyform,ispmhihitedwithoutthewrittenpermissionfromA-IRoofTrusses-Antbnyl.Tomb111,P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX A14 Roof Special 1 1 A0260841 Job Reference (optional) 1 4-Q 6-0 8 8-0-8 , 4.00 12 5x6 = 5x6 = 3 11 2 A O 24 25 15 3x4 = 3x6 = 6-0-8 RU11 0 zV, 'VUV n ID:W?quLcr?Re?LfzLe98RjH4yHM91-cxHsjVWRNDnEiZBjvhgDREbEnItPU8bz7xyMx zUoZJ -2-0 21-11-0 27-9-1 34-1-0 35-51 1-8 7-9-0 5-10-1 6-3-15 1-4-0 5x10 MT20HS= 5 5x10 MT20HS= 6 26 I 14 13 27 12 11 5x10 MT20HS= 4x6 = 3x4 = 3x10 = t Pi6(i 28 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.42 13 >979 360 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.63 13-15 >647 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-8-11 oc bracing. WEBS 1 Row at midpt 4-13, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1627/0-4-12 (min.0-1-15) 8 = 1627/0-5-8 (min.0-1-15) Max Horz 2 = 103(LC 16) Max Uplift 2 =-789(LC 8) 8 =-774(LC 9), Max Grav 2 = 1627(LC 1) 8 = 1627(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4001/3301, 3-4=-3810/3260, 4-5=-3373/2855, 5-6=-3162/2818, 6-7=-3192/2728, 7-8=-4017/3380 BOT CHORD 2-24=-973/1243, 2-25=-2941/3739, 15-25=-2941 /3739, 15-26=-3714/4566, 14-26=-3714/4566,13-14=-3714/4566, 13-27=-2242/2981, 12-27=-2242/2981, 11-12=-2242/2981, 11-28=-3052/3760, 10-28=-3052/3760, 10-29=-3052/3760, 8-29=-3052/3760, 8-30=-998/1244 WEBS 3-15=745/996, 4-13=-1497/1436, 5-13=-287/598, 6-13=-197/394, 3-15=-745/996,4-13=-1497/1436, 5-13=-287/598, 6-13=-197/394, 6-11=-229/491,7-11=-860/869, 7-10=0/315, 4-15=-1128/1074 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vas8=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf,- h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Tliis 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 100 lb uplift at joint(s) except Qt=1b) 2=789, 8=774. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Dead Load Defl. = 3/8 in 3x4 7 0 c 8 9 10 29 1.5x4 II 3x6 = 34-1-0 6 3-15 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 160 lb FT = 10% &e'dq-llene li—IllrnrinvIn'At 130rirJi�rS{'irLLEl'16.rAildt IWIs p rnf.,AttCSS (DS1DNj 6S>I7 j drpp07LDudEMitesm. ferilr deslp pneaden erd ad Iona I* Nis Des ps Drrvicr(lE; nl M Wart. 1"), Di, M. tdmexr tlnl %'aerie. Udess dhnise!del rc 6e111D,ca!p PlTepreerede,plex IeAtit ntitrde IDD lele TOIL A: rlrns Deslre 6plete{f.e;p4elylegiecepen ad a upTDOnprneds to enin-d In pdndnd egIuleernpnilimt':orMdn!pvdIII Sift Tmss dapaehedeTDD nlp,vita IN. The h0ro nnnpien. led:er rnsnx:,nnrlmp. Anthony T. TOmho III P.E. radne drdf Tnnfernpldlfirp ieMnspnililardlsOner,MOneisss71[{ege.A atn 10161 Dnipar'.lienehddM tKAMll:ndtleInd ra:fai ridecM. Th oipnsd dln IDD ndn'lidi ne din inss.od'61 W;l.threpe, intilldin udtni. s6dUltil nsluv3:*. 0 <Tomb I ' dr Ld'far Drslne!erl ednde!. RII n]SstlwliMTDDe:U lie prAtusorpJ9nts eflle hil4y rtuperetl Sderyh 80083 .00. it0l; PRIM it In cad Sill ne 6-dIn ramrl ptnn MId wtl:mp-51:fin.16t nd8rlsns hoper,I!in9esSpFap.aatTins ps Unim n'nt 4451 St. LUC12 Blvd. e rMse defier! f7o6d;raerreEd rpn fixllfify h dl lu! n IneSeL IpeTrnS De .p Eepnen Ss pCT M ta�Aar Cn.raei nine Sp'sa Earnnt d©TlrDAy. W tq tiz?04tos aen ddmH 1a1rll. Co I hl02016A-1RoofTiusses-Tomholll,P.E. Reproduction Torm,is prohibited ermissionhomA-1RoofTresses-Aothon LTomboIII,P.L Fort Pierce, FL 34946 PYT9 AnthonyY P Y, P P Y Job Truss Truss Type Qty Ply A0260842 WCAS651ADBX A15 Roof Special 1 1 Job Reference (optional) Al hoot I russes, tort coerce, r-L J4l14o, eeslgntaa-tuuss.com Run: o- 14U s Nu� 14 — 1 e ri tl n. 0-1<u � 1.1uv — <� 1, tilt �� �tt,,,.�., ��� ,—I. —F. ID:W?quLcr?Re?LfzLe98RjH4yHM91-47rFwrX48Xv5KimvTOMS S8P 1 4- 8-0-8 10-0-8 12-2-0 11 8-0-8 23-11-0 28-5 7 34--0 1-4-n 8-0-8 2-0-0 2-1-8 5-10-8 5-10-8 4-6-7 5-7-9 2018 Pagel MbiwTJzUoZI Dead Load Defl. = 3/8 in 5x10 MT20HS- 5x8 = 1.5x4 11 5x8 = 4.00 12 6x6 = 5 6 7 3 4 1.5x4 8 0 m en 2 9Pi 10 eb 1 0 0 25 26 16 27 15 1I4 28 13 12 29 11 30 31 3x6 = 3x4 = 3x8 MT20HS= 3x8 4x6 = 3x4 = 3x6 = 3x4 = 8-0-8 10-0-8 12-2-0 18-0-8 23-11-0 8_ 5-7 34-1-0 8-0-8 2-0-0 2-1-8 5 10-8 5-10-8 4-6-7 5-7-9 Plate Offsets (X Y)— [5.0-5-12 0-2-121 [7.0-5-12 0-2-121 [9.0-0-14 0-0-31 1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.96 Vert(LL) 0.45 13-15 >918 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.71 11-24 >579 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 162 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 `Except* T3: 2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30 'Except` 3-16=-455/741, 4-16=-704/534, B2: 2x4 SP No.2 4-15=-755/6981 5-15=-458/647, WEBS 2x4 SP No.3 5-13=-343/5671 6-13=-467/534, OTHERS 2x2 SP No.3 7-13=-630/84317-11=-180/471, BRACING- 8-11=-591 /728 TOP CHORD Structural wood sheathing directly applied. NOTES- BOT CHORD 1) Unbalanced roof live loads have been considered Rigid ceiling directly applied or 3-6-15 oc bracing. for this designf MiTek recommends that Stabilizers and required 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mp ; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. h=25ft; Cat. II�Exp C; Encl., GCpi=0.18; MWFRS (envelope) any C-C Exterior(2) zone; cantilever left REACTIONS. (lb/size) and right exposed ;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.25 plate 2 = 1627/0 4-12 (min. 0-1-15) 9 = 1627/0-5-8 (min. 0-1-15) grip DOL=1.25 Max Horz 3) Provide adequate drainage to prevent water 88(LC 13 onding- Max Uplift 4) All plates are MT20 plates unless otherwise 2 =-801(LC 8) indicated. 9 =-787(LC 9) 5) This truss tlas been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live 2 = 1627(LC 1) 9 = 1627(LC 1) loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6 O tall by 2-0-0 wide will fit between the Max. Comp./Max. Ten- - All forces 250 (lb) or less except bottom chord land any other members. when shown. 7) Provide mechanical connection (by others) of truss TOP CHORD to bearing plate capable of withstanding 100 lb uplift at 2-3=-3824/3134, 3-4=-3593/3104, joint(s) except Qt=lb) 2=801, 9=787. 4-5=-3674/3129, 5-6=-3858/3330, 8) This truss as been designed for a moving 6-7=-3858/3330, 7-8=-3457/2867, concentrated load of 200.01b live located at all mid 8-9=-8999/3419 panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrent with any other live loads. 2-25=-949/1227, 2-26=-2756/3553, 16-26=-2756/3553, 16-27=-3082/3970, LOAD CASE(S) 15-27=-3082/3970, 14-15=-2661/3513, Standard 14-28=-2661/3513,13-28=-2661/3513, 12-13=-2423/3241, 12-29=-2423/3241, 11-29=-2423/3241, 11-30=-3098/3768, 9-30=-3098/3768, 9-31=-991/1243 WEBS 3-16=-455/741,4-16=-704/534, 4-15=-755/698, 5-15=-458/647, I rnialaloe •{d IDD(111Mrslitil jUNRIE 1EW A(CFncls(DsiDRtdn]?i(Kici':Ecigwf¢qy0i Itdsa I¢mdmtad reastaln aaIsis L•adde 1dairT,1.1,D,rEld¢ta<tSl:e?(Rlr!Pe. gdl11ottersstll!{aaitIDD,w) kITFAnttE'.¢ti:[YS SSdi:-:IStI(IIQl IDD louttliL is BTrAl Unlit hiin¢(Le.D.R:I1llfFtII[e!'j,:S! till st sayTDD ¢ireseds tt ¢¢y!m:ed It, i 1n,lmd ers iq mitmNlei hr Mt lnladtk S:140rnsiti'M Wit Anthony T. Tornbo TIT, P.E. tdtsed?45Tnss5nei Fnld6iit tie regxstilq'Ift own"tlt 0-6,4 e{4'eda•tllld!dlle Dn p?,eiNrnMdd Is, Ely it? it'.iIlt bsd Winals ell T I.Tit,aiintti tf tie IDD tad n. Aell as, dfie init. itd,bi 13-4.1 IV e•61hDdiu nd!rats; ssdli: r_ lelrmti:!.¢ of w'tluoa3 t6uaiq•HlesetlmtiHi NIVIV,i5n:iae U(senor.Ll!u:esse?ta!leCelODr.Jtstiiatl¢sm{}+ii9it!st!tl!pi!iiei(nr.�:sedsderyira:ndietR(1f,:`FtHlslr{6iiflea{si(lnerd¢lrslksietera!r:{ne>_71!Ik Dasigaeg sydI!xraiu!er use::tsit:siaii7iesrs8d7!sa!3!TIISSMllitef,T!MS)!1!D1L1'�a!t(CBIIRSSNeada^w.et,NS15 r: gisgvd¢4hros inTlN- 4451 St. Lurie Blvd. aA"irt dditlt lro Ceiro synd sxd[ vote lidl ranz t:LeL Tleinr Usla(aliater It INNrAllai arTn!t wtlail5ai. arem{!feel Fort Pierce, FL 34946 (opirighl02016A-I ReefLusses-AnthonyT.TomhoIll, P.E. Reproduoioneffbisdotumeni,innnyform, isproGibtledwitheut the wriPeapermissionhomA-I Roof Tresses -AnfhonyT.TomhoIll,P.L Job Truss Truss Type Qty ply WCAS6511 DBX A16 Hip 1 1 A0260843 Al Ronf Tn3ssec Fn t Pi- FI gAQAP ,tort Job Reference (optional) -------- - - ,« F , t n n. u. r<u a rvuv Sz zu t A nnn ex mausrnes, inc. Mon Apr 2 10:20:28 2018 Rage 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-YKOd8BXivrl yxsL515thXfgadZYDy2BFbFRT01zUoZH 1 4-0 41151 8-2-0 17-0-8 25-11-0 29-6-3 34-1-0 5-5 1 4 0 46 18-10-8 8-10-8 3-7-3 4 6-13 1 4-1 2 01� 4.00 12 7x14 MT20HS= 3 22 23 13 3x6 = 1.5x4 11 8-2-0 3x6 II 6x8 = 4 5 7x14 MT20HS= 6 1224 11 25 10 9 NB= 3x12 5x6 W8= 1.5x4 II Dead Load Defl. = 3/8 in 0 0 7 8 Im 6 26 27 3x6 = 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 0.96 Vert(LL) 0.49 11 >827 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.74 9-11 >551 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.15 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 163 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x6 SP 240OF 2.OE, T3: 2x6 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 `Except' 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-10-0 oc bracing. WEBS 1 Row at midpt 3-11, 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 162710-4-12 (min. 0-1-15) 7 = 1627/0-5-8 (min.0-1-15) Max Horz 2 = 72(LC 16) Max Uplift 2 = -810(LC 8) 7 = -81O(LC 9) Max Grav 2 = 1627(LC 1) 7 = 1627(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3849/3095, 3-4=-5055/4211, 4-5=-5052/4206, 5-6=-5052/4210, 6-7=-3851 /3096 BOT CHORD 2-22=-937/1229, 2-23=-2723/3579, 13-23=-2723/3579, 12-13=-2722/3591, 12-24=-2722/3591, 11-24=-2722/3591, 11-25=-2742/3593, 10-25=-2742/3593, 9-10=-2742/3593, 9-26=-2743/3582, 7-26=-2743/3582, 7-27=-952/1230 WEBS 3-13=0/394,3-11=-1241/1721, 4-11=-772/852, 6-11 =-1 239/1718, 3-13=0/394, 3-11=-1241 /1721, 4-11l=-772/852, 6-11 =-1 239/1718, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and light exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Alll plates are MT20 plates unless otherwise as been designed for a 10.0 psf bottom I nonconcurrent with any other live has been designed for a live load of bottom chord in all areas where a ) tall by 2-0-0 wide will fit between the tnd any other members. ;hanical connection (by others) of truss e capable of withstanding 100 lb uplift at at --lb) 2=810, 7=810. as been designed for a moving )ad of 200.01b live located at all mid 311 panel points along the Bottom Chord, with any other live loads. i) i %rtier-PlewrtFnrfAlfatint3e'AIIDG IlJS53jSEna'I6TFaAS TffNSdCDf TDDS1[DSTDRj C179')A(Al08L"DWrlira ie-Mt trd;t rFrmden ntfesdag::ut§!Ln!atrrtOra.iy{IF;;.1 ih Ad.fl. lab) f, I.E. le meslttl lhle!t. udF::3tltnl:r tlettncnt IOD,caj pATegnatNq!t3s sAallt: milh, xiDD la Aeullt.A! CTIAS De3ige6pcettp.t, sµtnllr FlptttrLtladuuTIDD«pfuerttatttnp :t rT De Prehs3ntd tokFt:6¢ngntllllnr't:nd3s:�e'Rt!3 tins kPlgtlnllelW tdP,Mu1PFl.ltett!!pa ts3tnpirt!.ndsr<adnmsmldDry Anthony tot!ldb13 T531 �'tirrmltllF lS ntltSPn!Dllihdlh DK!r,IAl DfatlfCah$dtgt�l!lft rPltllP Dsgnr,©ts atFtndla liy336,9A0t 6!d Wk. meei r6l. tle nrtldfle IDD t>t tell tsed6e in3cadtd ! m t,luhDmu uthtr silih Va nFpt sn:Ird T. Tombo III, P.E. ZE n n 3« 80083 All re IS Seito kIN7DDtat lh ptlts=jptdntt file ltilbglce,ptl Sory U'tri;n.116Q14Dth6 bq Mtit SAPA."'e—dht per of pl. TPN 94-11tre3FF13ibi ts.ldnt3 MitTmsDetltter, T:tss 3e3!p, Doweei lass 0.fe n,xletc TltTnss Detlprelmir lS NOT b ra tsg.Ffgar,irTnls SyV.!%E p ee, e. of bnttiy. Allrt,+t�aette:os uect ldad hltl14451 St. Lucie Blvd. I Fort Pierce, FL 34946 CoplTigh14tg16A•1fDe$Trusser-AnlhanyT.Tom6aIII,P.E. Repmdutsienoflhisdommenl,inonfform,ispro6i6iledwithcetthe wfitteopa3missionfmmA-IP.na{Tresses-Aothonyi.Tam6uIll, P.E. Job Truss Truss Type Q tY A0260844 WCAS6519DBX A17 Hip IS I 1 �Ply 2 Job Reference (optional) Al Roof Trusses, FortPierce, FL 34946, design@altruss.com 1 4-0 6-2-0 11-8-2 1 0 6-2-0 5 -6-2 4.00 12 5x10 = Run: 8.120 s Nov 12 201 / Print: 8.120 s Nov 12 2017 Mi r ex industries, Inc, Mon Apr 2 w: /c.Za zu so^r I I 1.5x4111 6-2-0 N 2 rI1 6 35 36 16 37 38 3915 40 14 41 42 13 43 12 4445 1146 47 48 10 49 US= 1.5x4 11 5x10 MT20HS W� 1.5x4 I 3x10 = 1.5x4 11 3x10 = I 5x10 MT20HS WET= Dead Load Defl. = 5/8 in 0 en11- kp, 0 50 3x6 = 6-2-0 11 8-2 17-0-8 224 14 27-11-0 34-1-0 6-2-0 5-6-2 5-4-6 5-4-6 5-6-2 6-2-0 Plate Offsets (X Y)- [2.0-1-6 0-0-31 [3.0-7-0 0-2-8] [5.0-4-00-3-0] [7.0-7-0'0-2-8] [8:0-1-6 0-0-31 [11:0-2-0 0-1-8] [15:0-4-8 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) 0.81 13 >505 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -1.06 13 >384 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 315 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 7) Concentrated loads from layout are not present in T2: 2x4 SP 240OF 2.0E BOT CHORD Load Case(s): #101 1 st Moving Load; #201 2nd BOT CHORD 2x4 SP 240OF 2.0E 2-35=-1782/34 5, 2-36=-4131/7669, 4 Moving Load; #301 3rd Moving Load; #401 4th WEBS 2x4 SP No.3 16-36=-4131f7669, 16-37=-4144/7705, Moving Load; #501 5th Moving Load; #601 6th OTHERS 2x4 SP No.3 `Except` 37-38=-4144/7705, 38-39=-4144/7705, Moving Load; #701 7th Moving Load; #801 8th 01: 2x2 SP No.3 15-39=-414417705, 15-40=-6773/12743, Moving Load; #901 9th Moving Load; #1001 1 Oth BRACING- 14-40=-6773/12743, 14-41=-6773/12743, Moving Load; #1101 11th Moving Load; #1201 12th TOP CHORD 4142=-6773/12743, 13-42=-6773/12743, Moving Load; #1301 13th Moving Load; #1401 14th Structural wood sheathing directly applied or 3-9-12 oc 1343=-6773/1 ?743, 4344=-6773/12743, Moving Load; #1501 15th Moving Load; #1601 16th purlins. 12-44=-6773/12743, 12-45=-6773/12743, Moving Load; #1701 17th Moving Load. BOT CHORD 11 45= 6773/12743, 11 46= 4086/7705, 8) This truss has been designed for a 10.0 psf bottom Rigid ceiling directly applied or 6-10-0 oc bracing. 46-47=-4086f7705, 47-48=-4086/7705, chord live load nonconcurrent with any other live 10-48=-4086/7705, 10-49=-4072/7669, loads. REACTIONS. (lb/size) 8-49=-4072/76 9, 8-50=-1804/3445 9) •This truss has been designed for a live load of 2 = 2961/0-4-12 (min. 0-1-8) WEBS 20.Opsf on the bottom chord in all areas where a 8 = 296110-5-8 (min. 0-1-8) 3-16=-195/595 3-15=-222V4215, rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz 4-15=-750/570 5-15=-1302/672, i bottom chord and any other members. 2 = -58(LC 5) 5-13=0/405, 5-11=-1302/671, 10) Provide mechanical connection (by others) of truss Max Uplift 6-11=-750/570, 7-11=-2222/4215, to bearing plate capable of withstanding 100 lb uplift at 2 =-1662(LC 4) 7-10=-195/5951 joint(s) except fit --lb) 2=1662, 8=1661. 8 =-1661(LC 5) 11) This truss has been designed for a moving Max Grav NOTES- concentrated load of 200.01b live located at all mid 2 = 2961(LC 1) 2961(LC 1) 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: panels and at all panel points along the Bottom Chord, 8 = Top chords connected as follows: 2x4 - 1 row at 0-7-0 nonconcurrent with any other live loads. 12) Hanger(s) or other connection device(s) shall be FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except oc• I Bottom chords connected as follows: 2x4 - 1 row at provided sufficient to support concentrated load(s) 117 lb down and 146 lb up at 6-2-0, 118 lb down and 159 when shown. TOP CHORD 0-9-0 oc. Ilb Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. up at 7-0-12, 115 lb down and 159 lb up at 9-0-12, 115 lb down and 159 lb up at 11-0-12, 115 lb down 2-3=-8147/4424, 3-25=-11560/6286, 25-26=-11560/6286, 26-27=-11560/6286, 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the and 159 lb up at 13-0-12, 115 lb down and 159 lb up 4-27=-11560/6286, 4-28=-11560/6286, LOAD CASE(S) section. Ply to ply connections have at 15-0-12, 115 lb down and 159 lb up at 17-0-12, 115 lb down and 159 lb up at 19-0-4, 115 lb down and 28-29=-11560/6286, 5-29=-11560/6286, 5-30=-11560/6286, 30-31=-11560/6286, been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 159 lb up at 21-0-4, 115 lb down and 159 lb up at 6-31=-11560/6286, 6-32=-11560/6286, 3) Unbalanced roof live loads have been considered 23-0-4, 115 lb down and 159 lb up at 25-0-4, and 118 l lb down and 159 lb up at 27-0-4, and 117 lb down and 32-33=-11560/6286, 33-34=-11560/6286, for this design,. 146 lb up at 27-11-0 on top chord, and 302 lb down 7-34=-11560/6286, 7-8=-8147/4425 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) and 235 lb up at 6-2-0, 72 lb down and 21 lb up at BOT CHORD 2-35=-1782/3445, 2-36=413177669, Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. III Exp C; Encl., GCpi=0.18; MWFRS 7-0-12, 72 lb down and 21 lb up at 9-0-12, 72 lb down lb down 21 lb 16-36=413l f7669, 16-37=-4144/7705, (envelope); cantilever left and right exposed; Lumber and 21 lb up at 11-0-12, 72 and up at 13-0-12, 72 lb down and 21 lb up at 15-0-12, 72 lb 37-38=-4144/7705, 38-39=4144I7705, 15-39=-4144/7705, 15-40=-6773/12743, DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to water down and 21 lb up at 17-0-12, 72 lb down and 21 lb prevent up at 19-0-4, 72 lb down and 21 lb up at 21-0-4, 72 lb 14-40=-6773/12743, 14-41=-6773/12743, ponding. down and 21 Ib up at 23-0-4, 72 Ib down and 21 Ib up 41-42=-6773/12743, 13-42=-6773/12743, 6) All plates are MT20 plates unless otherwise at 25-0-4, and 72 lb down and 21 lb up at 27-0-4, and 13-43=-6773/12743, 43-44=-6773/12743, indicated. 302 lb down and 235 lb up at 27-11-0 on bottom 12-44=-6773/12743, 12-45=-6773/12743, chord. The design/selection of such connection Continued on page 2 1 . device(s) Is the responsEomty of others. Gaelq tln;etWetyklT re!le+1k'd 11W nassu"VEln S U041 FEW b(DA IRS(ISIDII(I(17'J:.:Y1RUNMENT I'm�ftrifp d!tip i-this ed rta eil!s albs IRIS 5,1[p ji q(Tr4;iet+ Ike WWII Ttrtis!NIF .Pd!r 0.1 hire es!. Odess esker+ist slnN tetl!TOP,ra} k1Te4<srtemrjees skdi4e end brdx l9Db}e toliLlseTrns Deslye hprxnE1.e,Spntllp Eey!ul,�'rutlnod101 reyratet es w,ra:edtle prdntlnd ert ee:iey resyuAllln(bef}eIn!yae!NSISATresdtpined Wit IDDadp,reduT•PI-1. ii,d!,!pe,!enpitm. bet cy mdineos, smaiury Anthony T. Tombo III, P.E. cd eseds}!si"ss4nrytallity isttere!px!dilirydh',e0ner,th0+a!ista�nzdt, me-tatW&I ots!1rt:,�>kewendii!iR dt�}: altle bcsl}a:in, ntt es3 rM1d. le gyms!dbe ND e�n.Eellut dh!Tn!t. mdt6alad]ty.E[[eyt, iesh!lelinedkrird!}ilike to rt!p nti:!:hd w80083 IN trltp7esiy'seerl0-eSeM:.L!!rs!essetanblttIDD eil In yt�ltesmdyrie!Iotsdtlt hi!Ilq(cuia!etSderylabmenn;t(Sl;y}!I!skeA}i 171 cASl(A ecalsersdfrt pnenl pldne lPFlkfiresd!retperi}ii:6es Weasd8eln!sPetiy¢6lesssksp (uyimerW bass bnvte:'erzyeehfs 4451 St. Lucie Blvd. ' e#ttN!oldie!lyyo(et:N®yte!9e>tebr!Ifigkp eilytrt:nle!:;!tl.y4eiress aCaFryiteer!s1GiCx1a!daycesipx,srTnutps`! hl ere©plei 14 Allaq``'t iter"siotmdtfid11it[1. Fort Pierce, FL 34946 Copftight 0 2016 A-1100Musses-Ao1110BY . Tomha III, P.E. Reproduction of ibis domment, in anytorm, is prohIhBed Qk. the written permission hom A-] RoDf Trusses -Anthony T. Tomb lf, P.E. Job Truss Truss Typ1 Qty, Ply WCAS6511 DBX A17 Hip Girder 1 2 A0260844 Job Reference (optional) ,..,u S565. ue r r ecr r.c, rr_ rravu, ucaryn�a t u uss.wrn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-9=-70, 19-22=-20 Concentrated Loads (lb) Vert: 3=-72(F) 7=72(F) 16=-302(F) 5=-115(F) 13=-59(F) 10=-302(F) 25=-115(F) 26=-115(F) 27=115(F) 28=-1 15(F) 29=-1 15(F) 30=-115(F) 31=-115(F) 32=-1 15(F) 33=-1 15(F) 34=-115(F) 37=59(F) 38=-59(F) 39=-59(F) 40=-59(F) 42=-59(F) 43=-59(F) 45=-59(F) 46=-59(F) 47=-59(F) 48=-59(F) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:30 2018 Page 2 I D:W?quLcr?Re?LfzLe98RjH4yHM91-Ui WNYsZyRSHfBAVU8Wv9c4m_gMHIQwOY2Zwa4dzUoZF 6o'gen. W Ndrl shAltfil krdel nnse lsnrlHlrs,trnlie'Ad 13OF OOSSB('511111j ak11t TIWS E (Oh 1MOSS fOSIONt ;rft7 j aIXp0i�a5NEXi' lua. Troll hopdhopputLtrlen sad sedetles w tiisT,ass Pes v mawia9lfua)utlM Aril.rU .¢l) ll[ rl.lduex! Slnt!�k!ease. ud!aa okawlse sad a tle 1IDD,.P Witimetdrt p'a!es sillsaa.IWIttnEllok-6t Are Tins IUD ea�vras:edller[ilasslnd ers en!g rslrmlilntbrDe l!s!(attttesat.eTn:s ktnd!efitTOD adr,rstler t_;ka!la nsmpi!n.bdslu!dlnns. srJemr, Anthony T. Tombo III P.E. ede:eitOil T.sslrul lsiltisl is It, reslnrlilirWNC."Ah Orasist;mdzdeledrthe Whi; Onilne,oskiurhn d fir Kol IK adle lls:Win nlasadMI. Tit spTmetdle TOO edit,Ism 'se dti!Tnss.mdeTigt�u;slsg!,eesrata"..7!t :80083 / ' INwbgOtsilm!rdGrmeC:. All ¢ d"snlli ksselPNTOOepWites01puristsitthWillftgmriWeprsrmlimilrSf,�pil"bd!yT21rNSIGSneretrmae1Mii rdpdueTFHAim;ltmptsibItsWddistllrlrrssDeopes,ImsD,s.p iTresstlauts:eee,,uxfs rksnrise lsfisdllo6t,moiled rlrau Mfirl lldllett:nit,rtsei T0.sl Droprsli—isa.111 ulldadrras uemdsledii 44$1;t.LudeBlVd. Coy02016A-1RoofTrusses -Anthony 1.Tombs 111,P.E. Reproduction of this densities, in any inter, is prohibited without the written pannission from A-] Roof Trusses - Anthony L Tomb 111, P.L Fort,EL 46 Job Truss Truss Type Qty PIY A0260845 WCAS6514DBX A18 Roof Special 1 1 Job Reference o tional Al Koot I russes, rorE rlerce, rL -Wavo, uebrynK-W-d ns uoa.wui 4-8-6 4.00 12 5x10 MT20HS= 5x6 = 3 1 2 20 21 12 22 11 3x6 = 1.5x4 11 4x10 = u �V JID:W?quLcr?Re?LfzLe98RjH4yHM91-UiWNYsZyRSI 14-2-0 20-2-1 4-5-2 6-0-1 46 = 6 6x6 % 5 3x4 7 23 I 10 24 9 5x8 = 1.5x4 II 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.40 10-11 >782 360 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.7210-11 >440 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3,T4: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except` 131: 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-2 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 guide. REACTIONS. (lb/size) 8 = 1183/Mechanical 2 = 1281/0-4-12 (min. 0-1-8) Max Horz 2 = 114(LC 16) Max Uplift 8 =-486(LC 9) 2 =-616(LC 8) Max Grav 8 = 1183(LC 1) 2 = 1281(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3108/2684, 3-4=-4391/3679, 4-5=-4899/4172, 5-6=-2136/1924, 6-7=-2112/1870, 7-8=-2980/2603 BOT CHORD 2-20=-768/940,2-21=-2472/2926, 12-21=-2472/2926, 12-22=-2481 /2923, 11-22=-2481/2923, 11-23=-2375/2802, 10-23=-2375/2802, 10-24=-2363/2795, 9-24=-2363/2795, 9-25=-2363/2795, 8-25=-2363/2795, 8-26=-803/926 WEBS 3-11=-1285/1686,4-11=-1708/1557, 5-11 =-1 612/2074, 5-10=-964/1035, 6-10=-777/973, 7-10=-931/959, 7-9=0/305 WEBS 1 3-11=-1285/1686, 4-11=--1708/1557, 5-11 =-1 612/2074, 5-10=-964/1035, 6-10=-777/973J 7-10=-931/959, 7-9=0/305 1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASC 7-10; Vult=170mph (3-second gust) Vasd=132mph� HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for re ctions shown; Lumber DOL=1.25 plate grip DOL=1.25� 3) Provide adequate drainage to prevent water ponding. 4)'All plates a e 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 3-6-6 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=486, 2=616. 9) This truss If as been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurre6t with any other live loads. LOAD CA Standard AVU8Wv9rAmxc 26-4-0 1 Dead Load Defl. = 3/8 in 25 26 0 3x6 26-4-0 6-1-15 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 121 lb FT = 10% stnnc4 Y:Bst!is ljd{:tBR.Ht'1'160fSUSSES;S1LBtrSEbitltiltY.iti6eDTr}Nt(CS1CY^tNq"IEGQifLEDSsI;lTtste�fioi:r:lafztutas mi staters is no -,ass us!r DrtxiBlqDPV4-ms 4s=m11. Irl. M. Illetow NO hint es. a'tss asan•iss stldta'da1D6, n1, lilTli16ll9P(ht 11ile1 Stul It ntdMriB IDDRFt 1k4il SS 01:6?{Cti!¢(apnElf(It.SP!!§!r iGj=61t1;�HB16Vt£6t1.'D I4ET11T5621:(!Ph1tl0!'£pitttlSidi CJp'MtISJBB1Fta1i9 ��Mitf!:!E451T1!Ir3!SItE!111F;SIBpidBAaa3e138 n!r,nlasPl I.ft63xs!Ea esttap':s.s:!xatnp aB:tiats:f¢:k::!Ih Anthony T. Tombo 11i, P.E. trim Adis lrsshfa!ktafis rufcls '-146, ow, at omsM§ U1,109n:v W'b; eStV,il elt'1r, Ctlt lEC,!t! Rt glkz 1MI)AIfoyde# 80083 Ill EwiltOt P151f-0ff dt ltBn9iH.t!!Ylt3 sti/hn'ii TOD atddt fnn:tlf ai riBlSf1f!tllt9ilGOp ELStiB1USBI:1IbSBta@:mEl3q�riLsa;l EylFl itlSE(t trt(dNtu41IB!fsBsr1i y61tctt1. 11II 1?!IBSfit/FItSU�9iLF154Sf idNl tlTf§i{Gti'e9H,itB11DlSiD1 $flrw SBlft!{S�i18ItS'Ytt, R116Sf 4451 St. Lucie Blvd. dSef%iit/t':iatl lyt Enhl9 ty,ltl gBalt 161a1f s!fMlt$in/I!tl. i4t T1611 D11ifBEl Mtbt9'.IBB leillnt D<Sif6(r.f!t•It15SESIIia Eciattdtt,+ktilfnl. L9 tyiisii.Bf it+as aendefiBtl it lM 1. For: Pierce, FL 34946 (epytight' 2D16A-IRoof Russet-ArthonyLfemheill,P.E. Repicdastionatthisdclameat,inany fmm,isplo5ibitedwithoulThe mdtenpermission from AIRoof Tioses-Anthony 1.tomhoIII, P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX A19 Roof Special 1 1 A0260846 A! Onni Tn ,ccoc 17— O:e.n,. CI •!At]AC .t....:....11..Aa....... --- I n.._. n wnn _ ........_.__._ ....... .. Job Reference (optional) ... ....._ ..._ .. _ _ _ _ r.ut 1. G. tcu a rvuv Ic cO 1 a r11111: a. IN 5 FVOV 12 201 / MI I eK industries, Inc. Mon Apr 2 1u:20:31 2u18 -Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-yv4lmCaaBmPWpK4giEQ08114fmYA9NUiH Dg704zUoZE 1 4-0 5 0-8 7-0-8 12-2-0 16-2-0 20-8-7 26-4-0 1 4 0 5-0-8 2 0 0 4 0-0 4 6-7 5-7-9 4x6 = Dead Load Dell. = 5/16 in 4x10 = 5 6 4.00 12 4x6 = 5x6 = 1.5x4 3 ec 1 7 0 ab N 2 t�1 i A _ 8 � ._4:. INN 0 21 12 20 22 11 10 9 23 24 c 3x6 = 3x4 = 3x10 = 4x6 = 3x4 = 4x6 = 5-0-8 7-0-8 12-2-0 16 2-0 20-8-7 26 4-0 5-0-8 2-0-0 5-1-8 4-0-0 4-6-7 5-7-9 Plate Offsets (X,Y)-- [6:0-5-0,0-1-131, [8:0-1-6 Edgel LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.98 Vert(LL) -0.33 9-16 >957 360 MT20 244/190, TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.66 9-16 >477 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 120 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* NO ES- BOT CHORD 2x4 N 30 B2: 2xx 4 SPP M 30 1Unbalanced roof live loads have been considered WEBS 2x4 SP No.3 for this design. OTHERS 2x2 SP No.3 2) Wind: ASCE 7-10; Vult=170mp h (3-second second gust) BRACING- VasId=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; TOP CHORD h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS Structural wood sheathing directly applied or 1-4-12 oc (envelope) and C-C Exterior(2) zone; cantilever left andlright exposed for forces & purlins. ;C-C members and BOT CHORD MWFRS for reactions shown; Lumber DOL=1.25 plate Rigid ceiling directly applied or 2-2-0 oc bracing. grip IDOL=1.25 3) Provide adequate drainage to prevent water MiTek recommends that Stabilizers and required ponding. cross bracing be installed during truss erection, in 4) This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 5) ' This truss has been designed for a live load of 8 = 1183/Mechanical 20.Opsf on the bottom chord in all areas where a 2 = 1281/0-4-12 (min. 0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 99(LC 16) 6) Refer to girder(s) for truss to truss connections. Max Uplift 7) Provide mechanical connection (by others) of truss 8 =-502(LC 9) to bearing plate capable of withstanding 100 lb uplift at 2 =-631(LC 8) joint(s) except Qt=lb) 8=502, 2=631. Max Grav 8) This truss has been designed for a moving 8 = 1183(LC 1) concentrated load of 200.01b live located at all mid 2 = 1281(LC 1) panels and at all panel points along the Bottom Chord, FORCES. (lb) nonconcurrent with any other live loads. Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-3=-3025/2498, 3-4=-2885/2476, 4-5=-2449/2108, 5-6=-2291/2090, 6-7=-2375/2028,7-8=-2956/2620 BOT CHORD 2-20=-679/845, 2-21=-2265/2823, 12-21=-2265/2823, 12-22=-2942/3525, 11-22=-2942/3525, 10-11=-1662/2211, 9-1 0=-1 662/2211, 9-23=-2384/2784, 8-23=-2384/2784, 8-24=-860/1008 WEBS 3-12=-538/736,4-11=-1317/1260, 5-11=258/442, 6-9=-217/476, 7-9=-632/781, 4-12=-872/873 wat�graaitlsrgai;FMred:tGOfRUSSFSIS?FI est1A(TtHStf6Nff:GNt(tCM"tUflj2NNGdEDSIiNT;a.Tetlfrdtlpprtievsaaatdalitt,Its Too Dnittacq{;DI)icds19"T.Ttcitl➢,f.r.rdarte%Widutate.gdnstaxittttHFaae7GD,ath, NITeNfPtlti:M pld;iSktGlle,allttr•tlGgabF idiN SStI:a1C•.J!N:igi3:tt(L.>rttq:';/9j9etl;, iSE Std tEtEJr:'GI1EtSFCSF Y1trh;L'Rt�t r"dtt4RNk E4]a±Uj tt1pt03DA'Ihliti¢td?tlq;d9t tilgle r@1t%;pista�:;Tally,;tanlru.2daitt:m:pkm,!mrt,f;tt::�t::t!ar Anthony. Tombo l(i P.E. rtf at 0 Has Tat$ hr of 1-3,"is-0- t41 �7 d fit ew, 6, owtvs dmd q,4 tr:t 94h; t gr.;,hf;t is uI, d* lri, lit lK ad lit loll Nidr.lji�C 4141, To irptitd 9t?I".1pq fiditlt 0 At Tatt; a d-."�5p9A,dlitr, tluro.,k 641 ad I'Vill sk4 It A; IspsN—i i{ y � 80083 ' atrsaditINO;Frmd(ienmr.AlleFlaselEahli;iGGtd&tpraCtn;FipseGt',etdMfra's.tq<ax>aF0SesifJtlasM[t(II1pc71:t1edi"iNWSKI atluxund!xrm:dpifeu;.R419di.»stielspi;lell:':ttWlta7f;SITS;TRiIFi:Gtl,�t935Ci3i1rtrhtllAdiMISNWILCiY.tf.Wlai 4451St.Lucie Blvd. tRe:tkludNpt46.1tgmdepmisnE"W. Win hnledd lit GnsFksyt(sireitNHSlit 146"Gtdp",,eimsSrsitaEriFtadnykridiy.Liupad'udhealtitrsdFSatdisTfFi. FOrt1itPierce, ci Blvd. (epyrigbw201EA-I Roof Trusses -AcibaayLlom6al11,P.E. Reprodudioaelihisdotumtni,inany lclm,isprohibited wilhoulIhwliSleapmmissioafrom A-IRoolTrusses - Wholly LTombaIII, P1, Job Truss Truss Type Qty Ply A0260847 W�AS6514DBX A20 Roof Special 1 1 Job Reference (optional) Al moor trusses, rorr rterce, rt- R4 140, uebtynstua s u ubt, t u -1-4-0 , 7-0-8 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:31 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-yv4lmCaaBmPWpK4giEQ08115BmYR9SRiHDg7c4zUoZE 1-1-8 Dead Load Defl. = 1/4 in 4x10 = 5x10 MT20HS= 5x6 = 5x6 = 4.00 12 5 6 3 4 i o_ 0 M 7 to 2 t2 r(1 To 0 19 20 11 21 10 9 22 8 23 24 3x6 = 3x4 = 3x4 — 4x6 = 3x4 = 3x6 = 7-0-8 9-0-8 10-2-0 18-2-0 26-4-0 7-0-8 2-0-0 1-1-8 8 0-0 8-2-0 Plate Offsets (X Y)— [5.0-5-8 0-2-01 [7-0-1-6 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.30 8-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.46 8-15 >692 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 113 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2,T3: 2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30 *Except* 3-11=-268/498, ,aa 10=-416/353, B1: 2x4 SP No.2 5-10=-1981o18, I5-8=-389/181, WEBS 2x4 SP No.3 6-8=-41/414, 4-I 1=-471/298 OTHERS 2x2 SP No.3 BRACING- NOTES - TOP CHORD 1) Unbalanced oof live loads have been considered Structural wood sheathing directly applied or 2-2-0 oc for this design. purlins. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) IHVHZ; BOT CHORD Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; Rigid ceiling directly applied or 2-2-0 oc bracing. h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS MiTek recommends that Stabilizers and required (envelope) and IC-C Exterior(2) zone; cantilever left cross bracing be installed during truss erection, in and right exposed MWFRS for reactions ;C-C for members and forces & shown; Lumber DOL=1.25 plate accordance with Stabilizer Installation guide. grip DOL=1.25 REACTIONS. (lb/size) 3) Provide adequate drainage to prevent water 7 = 1183/Mechanical ponding. 2 = 1281/0-4-12 (min. 0-1-8) 4) All plates are MT20 plates unless otherwise Max Horz 2 = 84(LC 16) indicated. 5) This truss has been designed for a 10.0 psf bottom Max Uplift chord live load nonconcurrent with any other live 7 =-515(LC 9) loads. 2 =-643(LC 8) 6) * This truss as been designed for a live load of Max Grav 20.Opsf on the bottom chord in all areas where a 7 = 1183(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1281(LC 1) bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss FORCES. (lb) to bearing plate capable of withstanding 100 lb uplift at Max. Comp./Max. Ten. - All forces 250 (lb) or less except joint(s) except jot=lb) 7=515, 2=643. when shown. TOP CHORD 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid 2-3=-2829/2339, 3-4=-2664/2328, panels and at all panel points along the Bottom Chord, 4-5=-2809/2400, 5-6=-2579/2260, nonconcurrent' with any other live loads. 6-7=-2761/2260 BOT CHORD 2-19=-669/838, 2-20=-2080/2634, LOAD CASES) 11-20=-2080/2634, 11-21=-2270/2916, 10-21=-2270/2916, 9-10=-2115/2747, Standard 9-22=-2115/2747, 8-22=-2115/2747, 8-23=1989/2563, 7-23=-1989/2563,, 7-24=-829/999 WEBS 3-11=-268/498, 4-10=-416/353, 5-10=198/518, 5-8=-389/181, 6-8=-41/414, 4-11=-471/298 iht.q P'!mt 5muialtno.ts'!U IGOf ilUi58;fF.ETI;. EiCflsl ittY4CrDaDT=tC1TLACd ^pl'[i"dECdgyEFP-s `51'taafndt 2?apspreae!sn ttiread wits to ttispmsPrlpa 6:exiti,'iP[7adA!ede'n)t.liabN.P.F.IEerttr.Saed i:6rt rm :ce!sexist s!Ytdts Ct>b,tdy Hllttt9AlRt iidts iELilt sitdla5:I6g Celt ge ld. l3nircss;tiim Eoyr+tn(e..SrttEyq fnp�ytlj,0l std edaplPi ttTtums Ci 3' iI®t:dtTe p!dt5tittl'selji9?tl[y+ttsPtetii ��NM IS?d!sipadst!atile Tots d:pipetto'E!Tig ed( vskUiI, S9: d:5Vsk t5iFSa S; SF�S3�js:Et tGi�!4'!Ft:�ll( Anthony T. Tombo [ti, P.E. tFdt!ed�(1i T(fi5t11 Gj i(9ptai.?r1ip�l. didSt CK'ed, rat gxt l'e ie{SFIStdlpN er *.++rsS:xp''vA �Y.',Rrit tsdn!eitk liT kt lttatw lwlartlieg:td; mdt8d. ias tapasd t!t<!t66edcihtUt:eAtkt Tnss; ut�d:.p 4snal°p.st.iet,stk"e"se c�btmps9dl>!Pt tuiusud'id 4 80083 Wl lsildVi Puipslt ptrtdront(. Uifdn stEed°5t iE8vt p!IC:tte t4dptd"�,vJLb59R!FJ:iF�:C�COSidtld SdErf ldtffid'AA(rCS�t4I:5Stt 1!kHtRd SFiA tftiFSMN°dES.tPM�tl ieldP(t. T?IId!!0!55t!tti3f)ISIP 45 CiI d#ASS II9.,IT[t?SC'ttlC,,'IiS)C4Sf33 r0iift&adih3f 4i19iii[°, R]IftS 4451 St. Lucie Blvd. du.lit dt':ntd l;Imbed tx:tdeim is rLHq it diprlin i4rdstd.4t inns Ptsig Etpsntis 101 In ltiidiq onipteet Tnss!ly et ettr:dtq kt;iliq.d"stpiiriiad lrasae tsderatd iv TN 1. Fo: Pierce, FL 34946 (°pyright C 2016 A-1 Roof Trusses • Anthony L Inaba it], P.F. Repicduoion of this dcmment, in any lcem, is ptohi iced without The xtitlen permission Item A-1 loot Mosses - Anthony 1.lem6o III, P.E. Job Truss Truss Tye Qty Ply WCAS6511DBX A21 Hi Girder P 1 1 A0260848 Job Reference (optional)r ' „y e� a t,uao.w,rr Run: a. i20 s Nov l2 2u1 i Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:33 2018 13-2-0 Dead Load Dell. = 7/16 in 7x14 MT20H3= 4.00 12 3 8 II 7 14 1 T20H5= U, 2 I I I o 6 N 1 o 7 Its 24 25 10 26 27 28 29 9 30 31 32 33 34 8 35 36 t o 4x10 - 2x4 11 10x14 MT20HS-- 2x4 11 4x10 - 6-2-0 1 13-2-0 20-2-0 26-4-0 6-2-0 1 7-0-0 7-0-0 6-2-0 Plate Offsets (X,Y)-- f2:1-0-6,Edge] [3:0-6-4 0-4-4][5:0-6-4 0,4-41 j6:1-0-6 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 0.72 Vert(LL) 0.62 9 >508 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.81 9 >391 240 MT20HS 187/143 BCLL 0.0 ` Rep Stress Incr NO WB 0.65 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2017/TP.12014 Matrix -MS Weight: 146 Ib FT = 10% LUMBER- TOPCHORD 2x4 M 30 `Except' T2: 2x6 SP x 2.0E CHORD 9) This truss has been designed for a moving BOB CHORD 2x6 SP 2400F 2.0E OF 2.O 2- 3316/6115, 2-25=-3325l6128, concentrated load of 200.01b live located at all mid WEBS 2x4 SP No.3 `Except` 10-?5 10 ��5=-3325/6128, 10-26=-3344/6178, panels and at all panel points along the Bottom Chord, W2: 2x4 SP No.2 26-27=-3344/6178, 27-28=-3344/6178, noncoco ncu rrent with any other live loads. OTHERS 2x2 SP No.3 28-29=-3344/6178, 9-29=-3344/6178, 10) n r (s) or other connection device(s) shall be BRACING- 9-3b=-3360/6318, 30-31=-3360/6318, provided sufficient to support concentrated load(s) 117 TOP CHORD 31-32=-3360/6318, 32-33=-3360/6318, lb down and 146 lb up at 6-2-0, 118 lb down and 159 Structural wood sheathing directly applied or 24-13 oc 33-34=-3360/6318, 8-34=-3360/6318, lb up at 7-0-12, 115 lb down and 159 lb up at 9-0-12, puriins. 8-35=-3341/6265, 6-35=-3341/6265, 115 lb down and 159 lb up at 11-0-12, 115 lb down BOT CHORD 6-36=-3331/6252 and 159 lb up at 13-0-12, 115 lb down and 159 lb up Rigid ceiling directly applied or 5-6-15 oc bracing. WEBS at 15-0-12, 115 lb down and 159 lb up at 16-34, 115 WEBS 3-10=-272/755, 3-9=-1564/2894, lb down and 159 lb up at 17-3-4, and 118 lb down and 1 Row at midpt 3-9, 5-9 4-91-1218/9131 5-9=-1486/2749, 159 lb up at 19-3-4, and 117 lb down and 146 lb up at MiTek recommends that Stabilizers and required 5-8-274/797 20-2-0 on top chord, and 302 lb down and 235 lb up at6-2-0, cross bracing be installed during truss erection, in 72 lb down and 21 lb up at 7-0-12, 72 lb down accordance with Stabilizer Installation uide. NOTES- 21 lb up at 9-0-12, 72 lb down and 21 lb up at 1) Unbalanced roof live loads have been considered 11-0-12, 72 lb down an 21 d 21 lb up at 13-0-12, 72 lb b REACTIONS. (lb/size) for this design. down and 21 lb up at 2, 72 lb down and 2 lb 2 = 2331/04-12 (min. 0-1-15) 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) 21 lb at at nd 72 lb t upd 6 = 2369/0-7 4 (min. 0-1-15) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf,, 272 lb p awn b down a1snd a, 302 lb down Max Horz h=25ft; Cat. Ia Exp C; Encl., GCpi=0.18; MWFRS and 235 lb up at 20-2-0 on bottom chord. The 2 = 58(LC 4) (envelope); cantilever left and right exposed ;Lumber design/selection of such connection device(s) is the Max Uplift DOL=1.25 plate grip DOL=1.25 responsibility of others. 2 =-1333(LC 4) 3 Provide adequate drains a to Prevent water ) q 9 p 11) In the LOAD CASE(S) section, loads applied to the 6 =-1356(LC 5) ponding. face of the truss are noted as front F or back B . () ( ) Max Grav 4) All plates are MT20 plates unless otherwise 2 = 2331(LC 1) 6 = 2369(LC 1) indicated. 5) Concentrated loads from layout are not present in LOADCASE(S) FORCES. (lb) Load Case(s): #101 1 st Moving Load; #201 2nd Moving Load; 9301 3rd Moving Load; #401 4th Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Max. Comp./Max. Ten. - All forces 250 (lb) or less except Moving Load; #501 5th Moving Load; #601 6th Plate Increase=1.25 when shown. TOP CHORD Moving Load; #701 7th Moving Load; #801 8th Moving Load; #901 9th Moving, Load; #1001 1Oth Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 2-3=-6496/3573, 3-17=-8845/4891, Moving Load; #1101 11th Moving Load; #1201 12th Concentrated Loads (lb) 17-18=-8848/4892, 18-19=-8849/4893, Moving Load; #1301 13th Moving Load. Vert: 3=-72(B) 5=-72(B) 10=-302(B) 9=-59(B) 4-19=-8853/4894, 4-20=-8854/4894, 6) Thlis truss has been designed for a 10.0 psf bottom 4=-115(B) 8=-302(B) 17=-115(B) 18=-115(B) 20-21=-8850/4893, 21-22=-8849/4892, chord live load nonconcurrent with any other live loads. 19=-115(B) 20=-115(B) 21=-115(B) 22=-115(B) 23=-1 15(B) 26=-59(B) 27=-59(B) 29=-59(B) 22-23=-8847/4891, 5-23=-8844l4891, 5-6=-6639/3650 7) ` This truss has been designed for a live load of 30=-59(B) 31=-59(B) 33=-59(B) 34=-59(B) BOT CHORD 20.Opsf on the bottom chord in all areas where a 2-24=-3316/6115, 2-25=-3325/6128, rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom 10-25=-3325/6128, 10-26=-3344/6178, 26-27=-3344/6178, 27-28=-3344/6178, chord and any other members. 8) Provide mechanical connection (by others) of truss 28-29=-3344/6178, 9-29=-3344/6178, to bearing plate capable of withstanding 100 lb uplift at 9-30=-3360/6318, 30-31=-3360/6318, joint(s) except (jt=lb) 2=1333, 6=1356. "Prier, Not A... rre!iextie'AlIOGiflgiS2i SELLIt'I fitW:IH PEWSa[Op„111G9f rgS10R{{"347t1')d(ee8g7F^viMSMi Inm. TesEr rtslggaeoelm nlreNetltsnttislmss gesgt gmriarlRbeN Mx retlearT,imSeA4 tE.IdeiereVst 6eh!e tst. gelessometrisr GdtF to NeIDD,w'q U1T3Yottt9q'fe5 tlnlRe,ul6r t&iggmSe,tliL rseLost De:yv hyirxeQ.r, SpeadlF E,ptee:;.A3udunriUD repesetlne mepma[Trle FmL•stletd en9tttUgrzgn4SllnragOe ltspetlSe sartTmt hpie31 set41D0 adr,cifuTFFl.t&rtfga 3snnplre<.6rlaturlmxt,sm6ilry Anthorr. T. Tombo III P.E. via,Atl3lS!14'UF rglrle It tltnsFN!1lIIe.1iF;011.r,cut OiLlff'6'Ilf�ttY.�e'!1tr[iCIL UdIF[Y,OF:Y p112>feIIL IC, 33is;t,rnt�mFa:€rrtr�s3rst.ntgp,et�Fll, Too .4 ear Eel .1, dflt Tits. M,6a W-,j q!.Itmumt,I hvr? 3%2t M r�irt!F�s:s.!:g if Y ' r�r4 ea 7tf. nrd (ta:inal. rl rsYs sttro7s@2 TDD,N lit ieninsm9 +ildicsdHt hdG rta aM Sde I>!e;nefiee;rrl elisWd Trl eed SrlA rtt:ettnxeJRr nmel dotn_TF`rl fe5ees3.:<s tvih;Itiescs?W:itsYY3lnss Uetl eLiivssgei Famerprir,ss GaM,Met,uuu �'-80083 g rh F 3 x i 7 ON 1 a i • r'ltmuldietieroGttrtdepeMepsitr3nigirdlierl:tsierzi,eiT6elnssCesta[syeeerlslCrC,.eFn7sp:eslgau,trTn;sSSs!taityie3ert'©y43tltisp.11lceg,dh3ta:osutoseer�dton44515t. Lucie Blvd.tL FortPieree,FL 34446 Copyright 02016A-IRnafTrussn-AnrhonyLTomhoIII, P.L Reproduction ofthisdocument, inonyifum,isprohibited without the written permission from A -I Roof Trusses- Anthony LTomhoIll, P.F. Job Truss Truss Type Qty Ply A0260849 WCAS6514D13 A22 HIP GIRDER 1 _^S `� Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 5-11-9 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 210:20:33 2018 Page i ID:W?quLcr?Re?LfzLe98RjH4yHM91-vHCWBubgjNfE2dE3gfSsEjNWYaJsdlr?kX9EhyzUoZC 4x6 11 Dead Load Defl. = 5/16 in 4.00 12 4x4 4x4 3 WS 5 2 � 6 ,n LLd M jo 0 15 16 9 17 18 119 B 20 21 22 23 7 24 25 26 27 re 5x10 MT20HS= 3x10 11 MUS26 MUS2610x14 MT20HS= MUS26 MUS26 3x10 II MUS26 5x10 MT20HS= THD28-2 MUS26 MUS26 MUS26 5-11-9 11-7-0 17-2-7 23-2-0 5-11-9 5-7-7 5-7-7 5-11-9 Plate Offsets (X Y)— [2.0-4-12 0-0-4] [6:0-4-12 0-0-4] [8:0-7-0 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 0.63 Vert(LL) 0.36 8-9 >752 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.54 8-9 >504 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 409 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x8 SP 240OF 1.8E WEBS 2x4 SP No.3 "Except" W3: 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6 = 9798/0-8-0 (min. 0-2-11) 2 = 8136/0-7-4 (min. 0-2-4) Max Horz 2 = 113(LC 36) Max Uplift 6 = -4344(LC 5) 2 = -3789(LC 4) Max Grav 6 = 9798(LC 1) 2 = 8136(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-23684/10743, 3-4=-16732/7532, 4-5=-16738/7524, 5-6=-23207/10334 BOT CHORD 2-15=-7764/17118,2-16=-10166/22402, 9-16=-10166/22402, 9-17=-10166/22402, 17-18=-10166/22402, 18-19=-10166/22402, 8-19=-10166/22402, 8-20=-9732/21987, 20-21=-9732/21987, 21-22=-9732/21987, 22-23=-9732/21987, 7-23=-9732/21987, 7-24=-9732/21987, 24-25=-9732/21987, 25-26=-9732/21987, 6-26=-9732/21987, 6-27=-7810/17675 WEBS 3-9=- 1867/4159, 3-8=-6941/3358, 4-8=-4469/10062, 5-8=-6506/2930, 5-7=-1544/3769 NOTES- 1) 3-ply truss to (0.131"x3") nail: Top chords con staggered at 0 Bottom chords [ staggered at 0-1 Webs connecte 2) All loads are except if noted LOAD CASES; been provided t (B), unless oche 3) Unbalanced i for this design, 4) Wind: ASCE Vasd=132mph; h=25ft; Cat. 11; t (envelope); cad DOL=1.25 plate 5) All plates are indicated. 6) This truss ha chord live load if loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=4344, 2=3789. 9) This truss has been designed for a moving concentrated load of 200.01b live located at all mid all panel points along the Bottom Chord, with any other live loads. HD28-2 (With 16d nails into Girder & russ) or equivalent at 5-11-9 from the usses) sect trA01 (2 ply 2x6 SP) to ttom chord. IUS26 (With 10d nails into Girder & 1 Od ) or equivalent spaced at 2-0-0 oc max. -12 from the left end to 21-10-12 to S) A02 (1 ply 2x4 SP), A03 (1 ply 2x4 2x4 SP), A05 (1 ply 2x4 SP), A06 (1 )7 (1 ply 2x4 SP), A08 (1 ply 2x4 SP), SP) to front face of bottom chord. panels and at 10) Use USP 10d nails into left end to cot front face of t 11) Use USP nails into Tru! starting at 7-1 connect truss SP), A04 (1 p ply 2x4 SP), I A09 (1 ply 2x, be connected together with 1 Od as follows: lected as follows: 2x4 - 2 rows -0 oc. onnected as follows: 2x8 - 4 rows -0 oc. I as follows: 2x4 - 1 row at 0-9-0 oc. :onsidered equally applied to all plies, s front (F) or back (B) face in the section. Ply to ply connections have S distribute only loads noted as (F) or wise indicated. Hof live loads have been considered 7-10; Vult=170mph (3-second gust) HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; =xp C; End., GCpi=0.18; MWFRS tilever left and right exposed ; Lumber grip DOL=1.25 MT20 plates unless otherwise been designed for a 10.0 psf bottom mconcurrent with any other live 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 14=40, 4-6=-70, 2-6=-20 Concentrated Loads (lb) Vert: 9=-3670(F)17=-1507(F) 19=-1505(F) 20=-1512(F)21=-1512(F)23=-1512(F)24=-1512(F) 26=-1512(F)27=-1550(F) 6mdry �llessetivnvlNrnrlKtih •A�I IODf a;556 (SEtlfl'�, 6ES92tiTW5 d (O6rA0Dii (:IS1DM('dR]'j A;rIOd'u54EAr bra M1Te'xrnramr Fires shilu m1W IN IDD to le niif. Aso Liss Milli fioeur(io,Sierlr0r 6due ,tl: sed n nr1D0 represetls ne Hrse dulls Nufernr latiag Is tSe,upluiterdoe 0.u.tle 0-is rlwndtlem m tie Idl[irg Dull.!,. Ct redulderM moll a t �' ®l dams tint h:lnv (sa: :uneSde lot. e � i tte Cdee Des: �trl(as:om:. AO ea'K se od.a llelDO eel lie rr�rtes i i'a 1 Y i t 7 {tt`ri a w"rl Irrt;Klm..eel. OeTnss Dtslaa weer islCi Ge lmrlaDesi aw ml'r!ss s's r3erdu [din2C atefiNt eH ele rm d i 3 i T 1 P N 1f 1 (opyright02016A-IioafTrusses-AalhonpT.TomhoIII, P.E- Reproduction of [his document, inany form, isprohi ledp laoaaen nIsK9 adm ufdsUtn Drsza DrA.iyli(w'; nl etc lo9nsl. TaiaD!, I.E. tdtrcxt Sltsf t: e;e ess. Odess ot"ise dde! n tleTDDi C :E'•' o [ aelmd IDD eel o.NerL 1. lrx its nnnm sites Irrla aodnns s tlrhi, 1,11l, saLssiAtd mg eEe ltgr SlAlrltlllh'0 hl Witt! I1f eTr t 1 e r Y i t i � e1 Anthony T. Tombo III, P.E. (udtle bsalm:[gn[e¢lri:T ltrynealeIDOn[n"Mellmedbernss.ud dellaiq,mrrye.IAshllehoenik•rxg s5d so.•tmins:5 rryd «80083 try In nl Si(A merdszalte gemo PA.L 1114451 St. Lucie Blvd. errd®rheumeg. ultq.daH:eonreas adaeuellit• Fort Pierce, FL 34946 witheul the.dnen permission horn A-1 Roof Trusses -Anthony L Tombo III, P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX A23 Hip 2 1 A0260850 Job Reference (optional) It Al Koor I russes, rorr coerce, rL 84u4o, oesignLal rruss,com I Kun: ?J.l ZU S NOV lZ ZUl r vnni: t7-lzu s Nov lz zul r MI I eK mousmes, Inc. Mon Apr z IU:zu:J4 zulS I D: W?quLcr?Re?LfzLe98RjH4yHM91-NTmuOEcTUhn5gnpFNM_5mwwen_brMgJ8zAunD 1 4-0 , 8-5-11 11-7-0 14-8-5 23-2-0 24-6 1 4 0 8-5-11 3-1-5 3-1-5 8 5-11 TT 4x4 = Dead Load Defl. = 3/8 in 4 4.00 12 1.5x4 �\ 1.5x4 I 3 5 1 n 2 6 en 1 7 I� +r r 18 19 r r 6 17 8 20 4x4 = 5x10 MT20HS= 4x4 = 11-7-0 23-2-0 11-7-0 1 11-7-0 Plate Offsets (X,Y)— i2:0-2-0,0-1-121,f6:0-2-0,0-1-121,f8:0-5-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.55 8-16 >506 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC • 0.82 Vert(CT) -0.92 8-16 >303 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(CT) 0.06 6 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 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1136/0-7-4 (min. 0-1-8) 6 = 1136/0-8-0 (min. 0-1-8) Max Horz 2 = 98(LC 12) Max Uplift 2 = -548(LC 8) 6 = -548(LC 9) Max Grav 2 = 1136(LC 1) 6 = 1136(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2241/1980,3-4=-1776/1585, 4-5=-1776/1585, 5-6=-2241/1979 BOT CHORD 2-17=-601/786, 2-18=-1678/2079, 8-18=-1678/2079, 8-19=-1688/2079, 6-19=-1688/2079, 6-20=-615/794 WEBS 4-8=-986/1112, 3-8=-623/794, 5-8=-623/794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) All plates are MT20 plates unless otherwise 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'I This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=548, 6=548. 7) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, noriconcurrent with any other live loads. CASE(S) t'&a�aiq�rleuetlwrgHraeiewtk'dd IDDE I10iS(s(ffBEt'�6fAH2C TEINSd(DfuITIDbS NS1LNj dDTa'; r(re0`L'tF4NEhi'Ins.ir:A{dN{a ryaoeten aslse�ntazafsis Less De:!cs 95aviasjirD;erd(b AelSufLTssla D!,rt.lderzxe Uudts.`rR as, Ddess@er+ise Cate) antleIDD,wj HiTekoaeems{ks,s shillMre165 Cs IDDIakeCit beTrass Desys Gprsaji.a.Sse[IaUr 6deeer;,95 seCae a(LIO a{resedt aeuupx:edtla rroLssised egse!riseryeWNlRy`artlela:Qettk sapaTnssL{!dslaeHe lDDa¢, aaduRFl. Its FesPasanpieu.lart w'una:, senal!Uy Anthony T. Tornbo 111, P.E. rdase dd!s irets5r aer latliry is lye resrnsTiiih dt':t oaasr,ttx orui s ea�:i:ciayeil 1: tie 10161 Duil"; Ithe UM40" Kw It; alfYe ls[d Yti tr,� nit a3lY 1. ➢e ryTnsrl t118e lOD ead n.lieli ae dfis rnss. mleun l.^dD:} tR;rye, issh7151ia ad Wq sIslit:la resra011.1 280083 ne Mv3{Da!rwardumm!.ill"Isa!aldtkuD al In palusa1;ANduesd0ata!Itiry regaeet seert le.-EffutKSQesit's 4 In ead Slu wateltwdhs Parer plam PHhrrs'Eernp:uiS!I:ties adblu ttie6m Dtflpff Las Des!Prept-1lrts.&mAamrer,a:ess 4451 St. Lucie Blvd. a#tMuldeattraGsFed ePtdas+eUv[Netlrrlirmalsmc?seL TeeTnss Cesf:arsj ueris ADT Ce to da{cesigseyuTnss Sps±ea htn:eraa/tns95r. i11[q 1w'azdkos rtecs iefeelalld 1. Fort Pierce, FL 34946 Copyrighl©2016A?Rooffmsses-AnthonyT.Tombo111,R.b. Repmdudionoflhisdornment,in inyftim,isprohibitedwithomlhewrittenpermissionfromA-I RoofTmsses-AnthonyLTomb III, P.t. I Job Truss Truss Type I Qty Ply A0260851 WCAS6511DI3X C01 ROOF SPECIAL GIRDER 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com . -1-4-0 . 4-2-0 4.00 12 3x4 3 so 2 �1 25 17 { 24 3x4 = 2x4 11 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:35 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rgKGcad5F_vyHxNSx4VKJ8TpcN?k5BDHCgeLIrzUoZA 7-2-1 11-11-1 133 11-4 , 16-1-3 18-4-13 20-6-12 21-20 3-0-1 4-9-0 2-0-3 2-1-15 2-3-11 2-1-15 7 5x6 = 1.5x4 11 Dead Load Defl. = 3116 in 5 6 3x4 % o 4 1 �'2x II 4 4= x10= o WS x8 8 10 a W2 pi III 10 10 6 Bi 26 27 15 28 14 29 30 13 31 12 32 16 11 3x4 = Sx8 = 3x4 I I 4x10 = 3x10 = 3x8 11 JUS24-2 7-2-1 11-11-1 6- 13-11-4 3 8�-113 4-9 3 2-5 2- 23-0-1 -92--30 2 Edge] (11.0-4-4 0-2-141 112:0-3-8 0-1-81 f15:0-1-12 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.00 TIC 0.79 Vert(LL) 0.21 14-15 >999 360 TCDL 15.0 Lumber DOL 1.00 BC 0.52 Vert(CT) -0.32 14-15 >784 240 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 `Except* T3: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 132: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W11: 2x8 SP No.2, W5,W9: 2x4 SP No.2 OTHERS 2x2 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. REACTIONS. (lb/size) 11 = 6467/Mechanical 2 = 1996/0-8-0 (min.0-1-8) Max Horz 2 = 473(LC 40) Max Uplift 11 = -2274(LC 5) 2 = -869(LC 4) Max Grav 11 = 6467(LC 1) 2 = 1996(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5359/2070, 3-4=-5121/1998, 4-5=-4405/1696, 7-14=-362/189, 7-21=-13456/4968, 21-22=-13456/4968, 8-22=-13456/4968, 8-9=-13456/4968, 9-23=-9160/3216,10-23=-9160/3216, 10-11=-5878/2093 BOT CHORD 2-24=-2257/5051, 2-25=-2262/5061, 17-25=-2262/5061, 17-26=-2262/5061, 16-26=-2262/5061, 16727=-2117/4845, 15-27=-2117/4845, 15-28=-5126/13249, 14-28=-5126/13249, 14-29=-5309/13680, 29-30=-5309/13680, 13-30=-5309/13680, 13-31 =-3216/9160, 12-31 =-3216/9160, 12-32=-438/1256, 11-32=-438/1256 WWEBS g g Continuedi/ono ae 2y51/390, WEBS 3-16=-349/252, 4-16=-51/390, 4-15=-801/433, �-15=-2624/6879, 5-7=-6911/27361 7-15=-10862/4153, 10-12=2 098/8805, 9-12=-4379/1564, 9-13=-1978/4850,8-13=-1980/736, 7-13=-500/478 1 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads arelconsidered 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,. HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live loath nonconcurrent with any other live loads. 7) This truss Pas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)'exceptlat=lb) 11=2274, 2=869. 10) Load case(s).2, 14, 17, 18 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. PLATES GRIP MT20 244/190 Weight: 417 Ib FT = 10% 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Use USP JUS24-2 (With 16d nails into Girder 8t 16d nails into Truss) or equivalent at 14-1-9 from the left end to connect truss(es) WG03 (2 ply 2x4 SP) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 306 lb down and 298 lb up at 14-2-14, 192 lb down and 214 lb up at 15-0-12, 1688 lb down and 825 lb up at 16-2-12, and 1641 lb down and 798 lb up at 18-2-12, and 1684 lb down and 818 lb up at 20-4-0 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=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-70, 7-21=-70, 10-21=-210, 2-11=-20 Concentrated Loads (lb) Vert: 9=-1600 8=-1648 21=-174 22=-181 23=-1652 29=-296(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 7-21=-60, 10-21=-230, 2-11=-20 Concentrated Loads (lb) Vert:9=-1421 8=-1464 21=-149 22=-156 23=-1466 29=-294(B) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-30, 5-6=-30, 7-21=-30, 10-21=-210, 2-11=-20 Concentrated Loads (lb) Vert: 9=-885 8=-910 21=-73 22=-83 23=-910 29=-224(B) Nesap-Piwse iittetg5!}:ss:t+Nt'A' g7f ROSSE<i S� �q�• MfiitsEl:li.i t dGeOTUNt 11iS�Ck; IU!EI"!{CdSiItFDF1':51". a i IldstscsstF:sr plats tEa'I8t esdrGr:At IPS IF k iwiA. i5 0t'fif CFi�49Enr.�ttt(i2.SiiflW (pi�9!t!111e SK1 r4 ¢} Rdrtytwri m iQ ¢dnettllls lrlss fit my W.gdrat Csa!, 6, owwstngrrzd ipdwA:I tt q Cxsigae;. It lit sre'efyoFsX tSs Ps6?: (em magi dew Muam:sa ,S.f •o l.ildxq Cnigltr ad teeha-Isr. iPsates setlA.51i d2sgt � •'It' -. t, .rF fiir t s,ar )16 , 'e rn; ., n Pni 6 stt s s el P s tes T S r c d sc 1 ei r q tii s s i.ti vt s iw xd sui s. dl r, a ie r, Ai cN tMs g d (oPY69biV2016A-1Roof Trusses -ArthmnyCFombe III,P.E, Rep{odurlionoilhisdorumeni:inany form, ispuhih q!?rixpsemctu: tnTrHd vlits tmrtis ttns ani;s treriy O(hedar Ac=m} T.Gabl[,P.E. rdtrerle SietlSelnl nr. Prlsss {5w+ist sit!cdn M7;0, alq I I 51 enSPZ :ibAr .OdiJ .FCdllthi. ftfG..ilr Itt fi�(E4Ythstroct nglxtrwgltsµss!o:Jr&tfS dugtd+iiii;lr,i^3rd gldtdta2 T P/rI ndt( Pt. TS de q P^ a Anthony i. Tombo f[i, P.E. 0{�tEtl«il 7xl di�rd!oE'fl 1. Tdrsgq liilfi'S.T ){¢dafdlyd S!t<IS PSSSS;�t .59%dr q. 31>tE �ccstr elkr.:q sbP Stn nsmsaii-r a 80083 Ns TlndShAwlndv!{(drXgr.F'dgritmal it�lds%,,15r:F{pnlSLfipd14tts itti.ss{,lil*,.e.: 1i11t:ngstiglN "CrofM:0811t—,, iRs{ 4451 St. Lucie Blvd. jn:-/hi,q id,¢q,i.: crgdrrrd brn!cnsdttadi{iPl•t. For, Pierce, FL 34946 d without the wtiren petmissioe from AJ tool Trusses- Anthony L Tomball, P.F. Job Truss Truss Type Qty Ply WCAS6511 DBX C01 ROOF SPECIAL GIRDER 1 1 A0260851 Job Reference (optional) .... . ......... . ..... . .....y„'--o LOAD CASE(S) Standard 17) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor.. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 7-21=-30, 10-21=-200, 2-11=20 Concentrated Loads (lb) Vert: 9=1452 8=1494 21=-177 22=-165 23=-1490 29=-294(B) 18) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=30, 5-6=-60, 7-21=-60, 10-21=-230, 2-11=-20 Concentrated Loads (lb) Vert: 9=-1421 8=-1464 21=-149 22=-156 23=-1466 29=294(B) cun: cs. tzu s Nov 12 zui i Print: 8.i20 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:35 2018iPage 2 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rgKGcad5F_vyHxNSx4VKJ8TpcN?k5BDHCgeLIrzUoZA Kttiq-NelsetltngHrlesux lDe'A-1 IDDf BDiSrS I'SFilft'16rR:tRt RtNSd[96dD[a$(DSTDN(iL7rJ'jlUl68tfuUNEti 6rm. Terdrhopf—den W retdedetufbsl•Ks 9es Psniy{l[9)Ird 1M AlllHrl,TezteD, H. Mua:eSl;s!ts4feKe. Ddess tlltnise ddelrtit ml)'Wd NiTtitetumgs:eu6iln:asedittt,IDDlr It r44. heltnf Desity 6paer{Le,SKsitlfr6gloe!rp^,t ud to cqT nrretetls esnn;f:fse t{Ugmf?ttbtdee('irrily rngetd111ttr h; Ile lesme; lEf Str einss lrllna letle IDDWr,vMaliH. Ttx dsir, xnopiles.ltftnvdnnuetiu� Anthony. Tombo III P.E. H.-fill TnfS(e'IgIaIGlr lilh Rfrll!ikfDhdtae Dtllt.lk ll"ml{IxmTdF,K.i1'Ih{nIGu DHi¢s5stkndtddiv l�5tit(Hdtle i/t�'ta!fri ndfrSd ltN. le ggntt:dtie TDDatdnrfidi Ke dfit;nss,ule(igla i szfgt, hifthhu.1 tam sidte L. mpuk:d:nd Y � ' Re t;i:ta Des sMne,a/s, All all sdtol. WOD atllas r�inssad hlas.dt!! Itildia (w dsd Mcfia (S¢ wtitE. P1.4 SKA invo-mnlRl noel 1-M lrrl 09MI tes 16INS 366in d't! LKs Dtd er, Ttess On! 5purend fuss Allso nnt,a4st - z 80083 t r T r ie ar� D r M 3 �' rK P �tD�' 4451 St. Lucie Blvd. ittfllt! IFDI[!tr®Cited BrrHA 1l11 U Ydhlt tr dI rN$ IHdle175!TnK DEtn! E!rnttrlS MOT CS tYidaD vKfr3n,nTH!f Spd!a Eerileer dmrl.DSy. Ali tg,-a!Okeos Irecs dtreel nRN. • Fort Pierce, FL 34946 (Dpy7ighl04016Adfnallmtses-AmdnnyT.TDmhaIII,P.E. peproduoionollhisdomment,inany" torm,ispro6i6hedwithcutthe rrridlehparmissionhomA-IRahffmsses-AnthenyT.Tnm6oIII, P.E. Job Truss Truss Type Qty Ply A0260852 WCAS651IDBX CO3 Common 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1�3-0 6-3-10 1 4-0 6-3-10 Kun: 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:36 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Jstepwej011 pv5yeVnOZrL?z4nJpglBRRUNulHzUoZ9 4x6 = Dead Load Defl. = 5/16 in 4.00 12 1.5x4 1.Sx4 3 5 I 6 2 fo 1 1 ; 16 7 17 15 4x4 = 5x8 = 4x6 = 10-11-0 21-2-0 10-11-0 10-3-0 Plate Offsets (X Y)- [2:0-2-0 0-1-12] [6:0-0-00-1-31 P'0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.45 7-14 >560 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.75 7-14 >340 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 89 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-7 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 = 950/Mechanical 2 = 1049/0-8-0 (min.0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 6 =-395(LC 9) 2 =-514(LC 8) Max Grav 6 = 950(LC 1) 2 = 1049(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2152/1954, 3-4=-1576/1375, 4-5=-1569/1369,5-6=-2043/1850 BOT CHORD 2-15=-586/733, 2-16=-1762/2014, 7-16=-1762/2014,7-17=-1642/1874, 6-17=-1642/1874 WEBS 4-7=-469/677, 5-7=-512/664, 3-7=-642/794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 81 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. as 4) ' This truss hbeen designed for a live load of 20.Opsf on the Bottom chord in all areas where a rectangle 3-6-0 hall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girderr(s) for truss to truss connections. 6) Provide mec6nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 6=395, 2=514. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at III panel points along the Bottom Chord, nonconcurrentith any other live loads. LOAD CASE(S) Standard Nuaap •f!nu ta!luflplt#k.15t'Sd 1CJF itUSiEi{S i8 P EitEUt I:WS t CCro0;T3ti CIiiPN; W![t" t.Ui5d1FD?P.rA7'ira. Pildyl4;:yys/a!!4f5 tdltlp MIIS Ittei2 St#t! PeSlgi frlsiep�lPPinf h! eEtup Lilah!r.t1. rcer<a! futiitlnt nt.�'au 55e!xist s'Cetre!d 70. my Niiet mne!!c^P!t!es sEs!I to gtd(aSil fP2hie tNid. tsei:usCertaE+gileer;i.. Sperc:+.p Faysseli,pelss; ear�p r9 arsestrsmnrt�iIptursaRtifsiessitta n7w.nrq aspws!biikler!!tdlsyldrie silqlt ifrss!lpiaeeoaRtl Prtlp, ledx 114L. Aldesigc euszp as,!rfuq ae.+'iesl;?x:M9'h Anthony T. Tombo III' P.E. Idwf! i=bfe£yt%;N41-6111F lik 1 dlitCY'%fit DMA1ldaidequlf'h%,o fPts!tW-!Irulta^wdite!ri;¢itu.trt!HS1rridilpcoatlaritid.Tl!#ppti#il�' ±i Ple3erytrti(tleFtiellus;u; afi#tdlilysh'E;r,test"tug4dlalfshtiilalflslusailryd a 80083 ' tit t.iifaq[ksipu nl Geartu.tll!»n stl ada;ie ie; ud�t p<enmul p«.:.s!Asa?#rr:'Lrp(rasNSehl!Marza:aa(YSi3pi#sfei S.€N edtKf a!'uvnnlrr. peendf•ii ve.P41!?tms!Sere;i#taiitPls cl l+lilsdtatL•t?t Crno.K,'tutFesi3s ryixu alinss 4tullGrer,m'!!s 4451 St. Lucie Blvd. 1!ia.ix de5xdirtRahla epttt.psa it wli'ip o'!p-Airs Wnld. iie l!lss PssiplEegzts!is!9lGttdllaq Pesigetr,a!insl Sfstea Fry'a!wetlry 4viltivr, Lapilsli.11 k!qf el lSfEflrd iS ifl-I. Fort Pierce, FL 34946 UpyiiiihIC2016A-1Roof lmstes-Anboayl.Iomiso11011eptoductims of this dtvumscaL it, any form is prohibited without the w6flea peircission [tam A-1 Ice basses - Anthony t.loAD111,P.E. Job Truss Truss Type qty Ply WCAS6511 DBX C04 Common 4 1 A0260853 A -I 0--f T.......... C..A 0:..-..,. Job Reference (optional) Iv - • • -• - ��•a .u! e. u. i<u , Smuv Iz zu I e rIQUL o.i/us Novi/ zut r mi I eK Inaustnes, Inc. Mon Apr 2 10:20:36 2018 $Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-Jstepwej011 pv5yeVnOZrL?z?n 13gICRRUNuIHzUoZ9 6-3-10 10-11-0 15-6-6 21-10-0 23-2-0 6-3-10 1 4-7-6 4-7-6 a R-1n 1-A-n 4x6 = Dead Load Defl. = 114 in 4 4.00 12 1.5x4 1.5x4 3 I 5 1 So 2 6 1 Bi 7 e e )M e e 17 18 B 19 ee e cD 20 4x4 = 5x8 = 4x4 = 10-11-0 - 21-10-0 10-11-0 10-11-0 Plate Offsets (X,Y)— [2:0-2-0,0-1-121 [6:0-2-0 0-1-12) [8:0 4-0 0 3-4] 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 0.87 Vert(LL) -0.45 8-16 >583 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.72 8-16 >362 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 93 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1076/0-8-0 (min. 0-1-8) 6 = 1076/0-8-0 (min. 0-1-8) Max Horz 2 = 93(LC 12) Max Uplift 2 = -523(LC 8) 6 = -523(LC 9) Max Grav 2 = 1076(LC 1) 6 = 1076(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2246/2022, 3-4=-1674/1445, 4-5=-1674/1445, 5-6=-2246/2022 BOT CHORD 2-17=-562/749, 2-18=-1750/2102, 8-18=-1750/2102, 8-19=-1766/2102, 6-19=-1766/2102, 6-20=-577/758 WEBS 4-8=-533/747, 5-8=-640/792, 3-8=-640f792 NOTES- 1) Unbalanced roof live loads have been considered for this design. find: ASCE 7-10; Vult=170mph (3-second gust) d=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf-, 5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS elope) and C-C Exterior(2) zone; cantilever left right exposed ;C-C for members and forces & FRS for reactions shown; Lumber DOL=1.25 plate DOL=1.25 his truss has been designed for a 10.0 psf bottom d live load nonconcurrent with any other live 4)1 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 100 lb uplift at joint(s) except Qt=lb) 2=523, 6=523. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. CASE(S) 6e:dq' fleue duegtlrrnlextae'A l 100i nOfS6 coal Man if[%A ConurnaS (0Si0N{{"LCY7')1(A.AO&:fCOMELr 6Sc, ta•Nr Deep luSmdm cad Icd acres a t0sliess 0e: n Qso.tyeR4) ed Isk AtNSirl.len0s D!, r.E.leeresS Slest!>.Sre esc. Qdess sllenise do-ler m6e100,u!y NITS'xAs $lens 0esge Gp!se;Le,SK:IWL 6Neeer;0eueln�lDOrerrcsetlsrtunra;e e7flermfxsludeq!eerup!egaslLllatbpldes:me?tte sRr,eTnss tepl:Iehe�e iDD adL,elterl`H.ikees!pin:mpues.bd:er mtlnn;,sweliury Anthony T. Tombo III P.E. rine deis lst"s-1 1e19el is Ii-slseeiWiti iOusf. ae Orals0'd-deesxlh 1d16St Des1j.r,arw,!sd$sit KAS ltt altie bcetLd:@rlMcal MI.7ec{{nsS eIIh IDD ear elrfiefi ese dheTnss. 4dsag lad4s!uge. N'bl —i lnfs R 'il sisli�res�xu5�trd ' Ih toile Des . nrd ka5nds!. All asps seed Ode TDDed lay ,ai¢sad lriam INS 4il6e (Se ace See IiYmuia mr. elOstd4 TM 14 Sl(A eieMusssedM « 80083 Q L's 1 3ei 1 I 7 { 1 r f Peemtr is dshll1011.esderzSpeaiSiGnes SsddaDes e(�aLen Dt:IpStt,less Des`.ryi upnsttmD loss Nasdede�e; Bees' 4451 St. Lucie Blvd. e�Ff11Y IFDsd lre fesCe011nde)116 AriQq Artllpsrt:K IEf¢Ietd. T9tlnss #ila Eolite:c Is rDI � Ld`.dnr CKlpier, l[Tf11S Srt!L r9N1!H emp ShcSrp. All Iel�itd1l;91 UECS CekAd nn1l. • Fort Pierce, FL 34946 foppri;M©4D1dA•ItaolTlasses•AnlhunYl.Tom6o111,P.E. Reproduoioncff6islnmmem,inany. form, isprohi6iredwithelAthe ari0eopermission SamA-IRoofTmsses-AnlAonpT.iomhoIII, P.f. Job Truss Truss Type Qty Ply A0260854 WCAS651I DBX C07 Hip Girder I 1 1 ' Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 201 i runt: 6.120 s Nov a 2U1 r Mi ek maustnes, inc. noon Apr 2 i0:20:37 2CA8 r ID: W?quLcr?Re?LfzLe98RjH4yHM91-n2R10GeLncAgXFXg3UXoOZYAIBiNZB—af87Rgj -1-4-0 6-2-0 10-11-0 15-8-0 21-10-0 23-2-0 , 1 4-0 6-2-0 4-9-0 4-9-0 6-2-0 1 4 0 Dead Load Defl. = 1/4 in 4.00 12 4 q 2 v 6 a 7Io •. • 21 22 10 23 2425 9 26 27 8 28 29 3x8 = 2x4 11 7x8 = 2x4 11 3x8 = 6-2-0 10-11-0 15-8-0 21-10-0 6-2-0 4-9-0 4-9-0 6-2-0 Plate Offsets (X Y)— [2.0-1-10 0-0-2] [3.0-2-12 Edge] [5:0-2-12 Edge] [6:0-1-10 0-0-2] [9:0-4-0 0-4-121 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 0.75 Vert(LL) 0.37 9 >703 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.48 9 >546 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 112 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 9) Hanger(s) or other connection device(s) shall be BOT CHORD 2x6 SP 240OF 2.0E WEBS provided sufficient to support concentrated load(s) 117 WEBS 2x4 SP No.3 2x2 SP No.3 3-1 0=-2 1316 1 1, 3-9=-594/1121, 4-9=-685/524, 5-9=-585/1104, lb down and 146 lb up at 6-2-0, 118 lb down and 159 OTHERS BRACING- 5-8=-273/676 lb up at 7-0-12, 115 lb down and 159 lb up at 9-0-12, 115 lb down and 159 lb up at 11-0-12, 115 lb down TOP CHORD and 159 lb up at 13-0-12, and 118 lb down and 159 lb Structural wood sheathing directly applied or 2-5-12 oc NOTES- up at 14-9-4, and 117 lb down and 146 lb up at purlins. BOT CHORD 1) Unbalanced roof live loads have been considered for this design. I 15-8-0 on top chord, and 3021b down and 235 lb up at Rigid ceiling directly applied or 6-4-12 oc bracing. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) 6-2-0, 72 lb down and 21 lb up at 7-0-12, 72 lb down and 21 lb up at 9-0-12, 72 lb down and 21 lb up at MiTek recommends that Stabilizers and required Vasd=132mph; OVHZ; TCDL=5.Opsf; BCDL=5.Opsf; 11-0-12, 72 lb down and 21 lb up at 13-0-12, and 72 cross bracingbe installed during truss erection, in 9 h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS Ib down and 21 lb up at 14-9-4, and 302 lb down and accordance with Stabilizer Installation uide. (envelope); cantilever left and right exposed ; Lumber i 9 P DOL=1.25 plate' grip DOL=1.25 235 lb up at 15-8-0 on bottom chord. The REACTIONS. (lb/size) 3) Provide adequate drainage to prevent water design/selection of such connection device(s) is the responsibility of others. 2 = 1883/0-8-0 0-1-9 (min. ) 6 = 1888/0-8-0 (min. 0-1-9) ponding. 4 Concentrated loads from layout are not resent in ) y p 10) In the LOAD CASE(S) section, loads applied ). the face of the truss are noted as front (F) or back (B). Load Case(s): 4101 1st Moving Load; #201 2nd Max Horz 2 = 58(LC 4) Moving Load; #(301 3rd Moving Load; #401 4th Max Uplift Moving Load; #501 5th Moving Load; #601 6th LOAD CASE(S) 2 =-1095(LC 4) Moving Load; 701 7th Moving Load; #801 8th Standard 6 =-1097(LC 5) Moving Load; 01 9th Moving Load; #1001 1Oth 1) Dead +Roof Live (balanced): Lumber Increase=1.25 Max Grav Moving Load; #1101 11th Moving Load; #1201 12th Plate Increase=1.25 2 = 1883(LC 1) Moving Load; #1301 13th Moving Load. 5) This truss hats been designed for a 10.0 psf bottom , Uniform Loads (plo 6 = 1888(LC 1) chord live load jlonconcurrent with any other IN Vert: 1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20 loads.6) Concentrated Loads (lb) FORCES. (lb) ` This truss If as been designed for a live load of 9 Vert: 5=-72(F) 10=-302(F) 9=-59(F) Max. Comp./Max. Ten. -All farces 250 (lb) or less except I 20.Opsf on the bottom chord in all areas where a 5(F) 8F) 4=-115(F) 8=-302(F) 17=-115(F) 18=-115(F) when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the 19=-115(F) 20=-115(F) 23=-59(F) 25=-59(F) TOP CHORD 2-3=-4975/2772, 3-17=-5656/3186, bottom chord and any other members. 26=-59(F) 27=-59(F) 17-18=-5656/3186, 4-18=-5656/3186, 7) Provide mechanical connection (by others) of truss 4-19=-5656/3186, 19-20=-5656/3186, to bearing plate capable of withstanding 100 lb uplift at 5-20=-5656/3186, 5-6=-4991/2780 joint(s) except (t=lb) 2=1095, 6=1097. BOT CHORD 8) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid 2-21=-2553/4667, 2-22=-2562/4681, panels and at all panel points along the Bottom Chord, 10-22=-2562/4681, 10-23=-2582/4727, 23-24=-2582/4727, 24-25=-2582/4727, nonconcurrentl with any other live loads. 9-25=-2582/4727, 9-26=-2537/4743, 26-27=-2537/4743, 8-27=-2537/4743, 8-28=-2518/4696, 6-28=-2518/4696, 6-29=-2512/4683 WEBS 3-10=-273/671, 3-9=-594/1121, 4-9=-685/524, 5-9=-585/1104, 5-8=-273/676 Gwdq fln:e @snerHrruitwtk'A I10C; fi YsB ("><I1FC), cuaA(luws d (6sGifIUh1(Ds1Dx� nis';:.crt�z*�,�su(nr m�- renft resipgE,raders ulre:d rd!s wtan�!!a )wp 0inlagir(-0Irta th Aday Tab Ut I.L trluere UEtI;!Srt of. Udess d uma, slater,,M TDD,wy ILiekauMmp:FxssSil!(�rtelb±tteTDD Ea ge nliL As!imsDeslp rtplc2Fr{L,SKFiso(6puu;3!s!dnorlDD npeudn!usipaadl6e palnsUrdertuF+tla mgnshiln(`!nle lEs:gae(nt sa�!ein!s(!pnEl rcfleTDP ui(, roldrrFl. its t!t'go asnnpturs, lrFt.eputNnns. srmnirf' Anthony T. Tornbo III, P.E. ul rsednis rTssSerry rn(tirr isrverzeprsibGtrd�;e0ner-t`�Untise4 :i±Ete a(r: ne 1A.1drulh,�!8:urtle b,d Ya:t ynr!uilr4l. ➢e q(ma( doe lPD'A.,! li ue dti!inss.icdrtiaF ;e}sarryE, tunl(eM1lr ultr•rigsSii ea rs re!raesil:7d u 80083 Ice kl:fag De4e!ue ([drdot. AGra:essetcatotletPD nllir prrmi[r. mi gnrdmvfte: pilriq@eg.�!m Sderyln'anener{tCly prtlisW6t r71 and A(Am¢Ieexeffra geeunl sduE>_R'rle!SruM:mp!viltldies nlb:Ss dPeless Deapeeisss ue!!�Er®e rrcss Atmte:nrey a':ns 44515t. Lucie Blvd. i�(E(f15t rFDlfIIfU(W:CI(BjtlF'�9NII¢YElherl)dlrfll Ff IH:�E!L rhLosCeopf,iieeer 100i U Skisl'Ooq ,., No St%!a 0.reat.Wiq lE>7;ia!(rEm demaetaeA(oml. Fort Pierce, FL 34946 (Ppyrighl02016A-I Roof Trusses- Anthony T.Tombo111,P.I. Reproduction ofthis dommenyinnoyfurt,ispmbibitedwithout the wriven permissionfmmA-1Roof Trusses -AnthonyLTomho111,P.T. Job Truss Truss Type Qty Ply A0260855 WCAS6511DBX CA CornerlJack 30 1 Job Reference (optional)v, Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:38 2018 'Page 1 ID: W?qu Lcr?Re?LfzLe98RjH4yHM91-FF?PEbfzYvIX8P6OcC21 xm5Slb91 Ikvkuos?MAzUoZ7 1-4-0 0-11-11 -4-0 0-11-11 4.00 12 2 T1 0° Q° 3x4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 6 >999 360 TCDL 15:0 . Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 6 >999 240 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 OTHERS 2x2 SP No.3 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) 2 = 201/0-8-0 (min. 0-1-8) 4 = -27/Mechanical Max Horz 2 = 60(LC 8) Max Uplift 2 = -209(LC 8) 4 = -27(LC 1) Max Grav 2 = 201(LC 1) 4 = 61(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 100 lb uplift at joint(s) 4 except at=lb) 2=209. CASE(S) PLATES GRIP MT20 2441190 Weight: 6 lb FT = 10% Y'laiq'Mwi ti—jilreem.1se'&.I IMF MDSSFS(SFFtfl'y 6111M IRAs 814FpTICKS asTaR INa.,um r!LMAIIrT'Im. Tart1 detip pslndersMee:Ieslezwt4sgrvsl Desig,!Oelwis1I1C0}1ri Ike Ae6uyT. ie¢ieai, r.f, idesexe 51!ei MS!e ne. Ddessstterist slNelwtlel➢D,cnlC AAT,k—s6rp'Ees siditi.II.,e&TDDhie kill. AselmsDuillfsost14.e,Spealal[111u!;;,6sssduu�lODeeprzsertslsempaadllr pdndaltleq'sealg cspaslAllal`:s:tlr lss.�seT6e s3�.eTnss t!Ia!I te6e iDD rill, eatul?Fl. Tha!s!y,ns,sto ,prs:easec5rol:,swail' Anthony T. Tombo III, P.E. C�as, dollTSA11,1"1016.115lit itsI"41lae Ith 011is. th0-se'4"i'd;iAAr lie I61C.l Olsil[u,.'N"W'Idti1 it, 631K ud fit less!Wlg ntesd MI.le eirs111l d lie Tall lstnl We ned6e I.,, Midq ler-jsarlle, imliffatl eld horg sill T:l�u!pmclr:¢d x80083 ' hWhi Desira!0ur1w.All "!.is 5e1"1 k6e1DD1altae paanestsilpthusdii!hlNiq elrquen Sdet�laSracau{USf p1llisied lg 1?1 ul A(A menh!xedk+pelt, en:Isve. 1Prl ee51es6!leSpfMli31ilSitatii'S d63TIiss Dellleet,Inss'hip Flom OsI FR!SNHVItae!ll; iC e!t 4451 St.Lucie0083 Blvd. tlemuleDledlia(esL-m epe!!1'mebwrrfiq 11 in plans iess!sei Tit Tnss[rsip Fife—Isr6T tali'byCuilsa,uTois Slits. Eiji— dsar llildul Allq.da-N.sereuddad6TFII' Fort Pierce, FL 34946 (opyrighl(D2016A-IfoalTIosses-AntisonyT.Tom6oIII, P.f. Ripr011110 aofthisdommenl,inanyform,isprohibiledwithetlthewrittenpermissionfromA-IAaDiTrasses-AnthanyLTombolll,P.T. Job Truss Truss Type Qty PIY A0260856 WQAS6511bBX CJ1 P Corner Jack 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:38 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-FF?PEbfzYvIX8P60cC21 xm5Slb91lkvkuos?MAzUoZ7 SE-1111 4.00 12 T1 3x4 = 0-11-11 0-10-1 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 0.28 Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 6 >999 240 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 Weight: 6 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x2 SP No.3 LOAD CA BRACING- Standard 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 quide. REACTIONS. (lb/size) 4 = -27/Mechanical 2 = 201/0-4-12 (min. 0-1-8) Max Horz 2 = 60(LC 8) Max Uplift 4 = -27(LC 1) 2 = -209(LC 8) Max Grav 4 = 61(LC 8) 2 = 201(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; HVHZ; TCDL=5.Opsf-, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 100 lb uplift at joint(s) 4 except (jt=lb) 2=209. Z¢:eiq � flees? tlwgLlpnlitxl)e'dd IDCT fRffiSrS � iELLE[%Gg:llt IEISIS 8 [D.4'dll@S (OS70Mt 6Lll'; ALIIDf;.aSdEN' Ina ' M1Tekun¢Nq:Eessidl:^¢u1Lr rtk i➢DbNnlid. As a11ns Deal. hisaIriue Ste:nOr F¢zlu!rtl: SW r¢ npTOD regrestds¢¢u r.� rse dtiis lnah• eq kil(rg is IN resgn�ililap dtx h!er.IN Owei s ¢dotted epd n I1e Idikq Dngre•, mPs tided d b¢ tY., drt ttl'fag 9n!rrt: rra Q?naal. AO Is sslaa!!a INTOD Ili III irldias®d g id Ines if as k li q r¢arato S011Ir'¢mzer¢{rCf, is I eSssvise ldir[dgporednd¢gred¢prbr!iaq 1pdl pud.es ine`sei Tk,Tnsskii.[gaen is lCl2t la:d3g DEs per,nFns S}Y!a Copyright 02016A-I Roof Times- AnlhanyT.TombO111,P.E. ReProductianofthisdomment,inany form, ispmhil fisip gn¢nden ndmniedssu tdzlsns Oes}sOr¢.'igIRD ni IN Adarl. Timis fill LE111— Sim? 141 r+e. Ddessstla.ize ddd ¢title R!D,w} mn dt7e groL>tdnd ageearg rege¢sllllap4r th Iss!gszllfe sng!einu d:ga:l mtle IDD adg, Dada 14I. 1k desp nnngtl¢es. bdx�n¢6rius, sdl¢Illal 2'altle bsd la:isg nle szd If41.leq;ndd Ile 10D urn!Table 0as Tnsci¢dr6a FaJpry singe. bsnll'N. nd N¢s'sg lid!:! re"!VA 11rd x36p Ifl aad SIG ntreler x¢dd'n ge¢erd p':d7tst 1P; I f!firalar!speat'¢iafies ndd!i>.5 A.tluss Detigrer, less DesgrsSagia:errndMess &aad¢:n!n,n:es'. pwre. aji,JLq. All rq:-asi4ms ueas detad bill I. d without the wriven permission isom A-1 Roof Trusses-AnthonyL Tomb III, P.E. Anthony T. Tombo III, P.E. 80083 4451 St. Lucie Blvd. Fort Pierce, Fl- 34946 Job Truss Truss Type Qty Ply WCAS6511 DBX CJ3 Corner Jack 20 1 A0260857 Job Reference (optional) �� �• • • •�• e • r-��, ��� a • ���.w mum o. tzu b my t< zu t i rnnr. o. i eu s Nov izzuif Mt I elc maustnes, Inc. Mon Apr 2 10:20:39 2018 !Pagel ID: W?qu Lcr?Re?LfzLe98RjH4yHM91-jRZn RxgbJDQOmYhDAvZGT_ddV?RF1 A9t7ScYuczUoZ6 l —1-4-0 2-11-11 , 0 Plate 2-11-11 4.00 Fl2 2 T1 B1 0• 3x4 = LOADING (psf) . SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 4-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.01 4-8 >999 240 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 BOT CHORD 2x4 SP No.2 5) OTHERS 2x2 SP No.3 to BRACING- joi TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. L( 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 = 75/Mechanical 2 = 246/0-8-0 (min. 0-1-8) 4 = 35/Mechanical Max Horz 2 = 101(LC 8) Max Uplift 3 = -64(LC 8) 2 =-249(LC 8) 4 = -47(LC 9) Max Grav, 3 = 75(LC 1) 2 = 246(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ide mechanical connection (by others) of truss ng plate capable of withstanding 100 lb uplift at 3, 4 except Ot=1b) 2=249. CASE(S) 3 4 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. - Btrdry Ilnsel4ntlFlrtnitr tSe'Ad IDDf 11IMES l'Sl11EPb 6ED71tif1IIS & CDPLlIIDa� fDSIDRt 4rt�'jIC1iYCii• ugA1EXi Ixz. Te' t fedp ldtnden ear nelon"Isis lass Mf Diniy(ITU) trl lla AdkarT. TcxbD', I.L McI!me SseetEt !ent. udess t@enise Mold n tselDI aly UJieknue9tr:fesslil(Masedhr t&iDDlaSe tdlL lseLrSt Doripfquff(le,Ste:ItDt itSin!rr:5!udlt ntIDDeepPSMt 6[IQ'ty ndlee lrOi:Sfleld etekF!tll(rlgnslllltlt'o!Iae fn:pndne ta�eTnss hgi:t!1!ctle iDD a!It, eNerTrEl.NL,':llzstupltes,lscl4E7snnnmsdtdm Anthony T. Tombo 111 P.E. rd rsedstu inss4r utldltitt is tienspuiblmdCs?tieette D.vis!d`� or lit ldIN!DWI."®Hsncend ' @ehlalDes:s^e!er3fe tdm.AliNiss.I.!fheMadlt110moolpiith!se171!pilliolUVAMSetlyh;mm�(tlsl;pHisl ter IK'A!lK.1teI'd Witj Wood MI. ile sltmeellit IDD ail n!Heldnedh!Tnss.udtfia lad u•}sRsrye, ieshtldin nitresigsidif3 hewl-k:`:hd ryRIodS6Unerdy:xedfnpenolgrenmTea•IdtinsQ!resFsmlStlnies[vdGs!iss010 -80083 !anise Itised ISo(td:e4 agesleN!uwsitiry Stdl Ierx¢+dsei T!eTmsCedx Eryneer is 1CTtte Id'loggts:gaeynTmsSpC!s !kstper,ImsDes!p:tPe•ers�irnssw„ds:n�eyec!ess F.ryu!erd®t h!D9ag Ills (a!lkrns mt os flael lolltl. �;g51St.LucieBlvd. Copt7igh10 2016 A -I Roof posses -Anthony T. Tomho Ill, P.E. Reproduction of this document, in only form, is prohibited without the wrineo permission from A-1 Roof Tresses-AnihonyT. TWO ill, P.E.. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260858 WCAS651-DBX CJ3A Corner Jack 1 1 r,, Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: $.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:39 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-jRZnRxgbJDQOmYhDAvZGT_dd??Pkl A9t7ScYuczUoZ6 2x4 =7 4.00 12 T1 B1 2-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.02 3-6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.02 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SIP No.2 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) 1 = 131/0-8-0 (min. 0-1-8) 2 = 85/Mechanical 3 = 46/Mechanical Max Horz 1 = 86(LC 8) Max Uplift 1 = -146(LC 8) 2 = -110(LC 8) 3 = -67(LC 8) Max Grav 1 = 273(LC 21) 2 = 85(LC 1) 3 = 233(LC 23) 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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 100 lb uplift at joint(s) 3 exceptlat=lb) 1=146, 2=110. 6) This truss hall been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CA, Standard PLATES GRIP MT20 244/190 Weight: 9 lb FT = 10% we!"'ieosedanefKraeirafh'fd IDCFInSSIS SEltit%Rim,'TEt�SBCvkAlIAk7 C1STDkj K7fl';:llpCk;.'vSalfdi'Ixx.Tn�ldlef—se"swlmdeoes ntdslnn aes ga DsaviyllLu ui lie lxlxtl.leskaCi,tE ketmsakst ks.`+:2 es!. DduldbIrin dxefse BeIDD,wj Meeseezemsjmhsshilt!$set teedxTDO h he edd.Aseynss Desgafeprax{Le,S;rxiif 50tae,.ih!ndnnyTODnyrearls ea axr.madthqmiessiud x:larlelnslMokday tar The des-ntd the sarftTnss depM ledeTOO ady, eaiffRI-1.itafirst= xnnimas. hcdapreefineu,smowNy Anthony T. Tornbo Ill, P.E. .Ane d this TnnSruyt WINE lstor sesfn!iWay dGeO.11'ka pnsis t9wisaeev x she tdlilel Desiinr,®NaMal d tall(, �e"K dshe lend kxofzin(rxd RL 5a rgovdd Ike TOD osln.tiell ne db!Tns0d!fiall W s3. c. al" iishildin oaf krxrshdlHf re!P:nsS:l:hd ' a80083 deF.xKafOx'en«!!<Moa. 0 rases sdwliedelTT N lie Partner WryW'elnenu it(Sf. 1041sleedhy T71M SKA xeedxv�elh+ex:att am!. I1rl Eeloss!!re fxaih1liesWb`�d3!I:sssDexkw,T:sssDet�, iegalxwllnss Nndeh:es, a'ess 4451 St. Lucie Blvd. e1enriafft'dife0slad elned epos1. wriihlby III jams lndael. The lass Nossfim, Is DCTN 10,ol!surer,uTrMs Syda, 614ser efeal heil9g. All np.11aefhros xeos Mal MIT 1. Fort Pierce, FL 34946 (opysigM02O16A-I Roof Trusses- Anthony T.Tombo111,P.E. Reproduction of ibis document, in any form, isprobilydedwithout the written permission from A -I Roof fosses-AnthonyT.TomboIII,P.E. Job Truss Truss Type Qty Ply WCAS6511DBX CJ3B Corner�Jack 1 1 A0260859 Job Reference (optional) A! RoofTrusses, russes, Fort Pierce, FL 34946, design@altruss.com rcun: S.l2U s NOV 12 2U1 i Pnnt: 1:5.121.1 s Nov 1Z 2017 MI rek industries, Inc. Mon Apr 2 10:20:40 2018'%Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-Bd79fHhE4XYFOiGPkd4VOBAgROpRmdPOL6L6R2zUoz5 2-3-11 2-3-11 4.00 12 2-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MP Weight: 7 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6) BRACING -to TOP CHORD joi Structural wood sheathing directly applied or 2-3-11 oc purlins. BOT CHORD L( c 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 = 101/Mechanical 2 = 70/Mechanical 3 = 31/Mechanical Max Horz 2 = 46(LC 8) Max Uplift 1 = -55(LC 8) 2 _ -40(LC 8) Max Grav 1 = 101(LC 1) 2 = 70(LC 1) 3 = 44(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 20.0psf 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 otbei members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. de mechanical connection (by others) of truss ng plate capable of withstanding 100 lb uplift at 1, 2. CASE(S) A'n4�-F;t�:n�ic ls!y SFS:Fy Rt,d � mDtnD:s[s{sE(!.�rx_a(ut lrexs t dDio!n�asulrDu;^fu�t�; d;ctD'almsum'r4ta slid! iti'capmame{ui ced t«I vett34t Ikisi3ns 6e3fyv pexixlDDP!ta75a lvlamyi. r!®D41R,1:. rt`:etee3e ietlith3e nt. Lk!e«t5enist SMeirt Ik IDD, uh 0tit1=t(htr!F!1t�tt!sedhri4elr ake tcid i3eln t�e3ie(ary«i{la Sger 7En7't'aS;3ltsec'wsptv'D lfrtitTSRte:[lri4ett0.i pFi!tSt!qY'4�93H�:t3rPok7!N!tl(dtd?S1j3/i:J!113(il ti43i dtjl,�itd 69 1:DftlY/F{MtrDl, r�.l d«Ijf ISSFZr':'tt3, �4t [AT 'St6i,!N:;':!ilr ar is 4Eh4C+t.,fitDritht dtatsd4 «ttrdt6x" E h6tls^ttnel&(iLtuKatt.tim!!tt6t dtvJ711 .lktyrmAa, itlia4ttts fidiat9ItsIms,W.' h f .ft t,43m O,t=IR Adjta;uptsui!^dd Anthony. Tombo tEi, P.E. t&4st ii(�IS inssbt rti:: F« Fi r^'i-. �a3' r 3 A eta Y S 80083 ' lie[4Dfur M:.g4er e+d rieh394i. IDMnseiMn?vihS osAP.Fp«cu3 ulh»"r`:etsdtFstr:!GetCtntutetSdetglefriaraa(i`SApi2�t7d 1y;Neat4rAae:Glrlt«dtr 5Fce:41'4ihm, Tilt sa.!ras he R:gNshil"ittcrdddm d5t l!EiS CFiiOtN,'Ilitlt3�il rtttt«(i3d Ui3SS�«t(if:tt,t�!t4S 4Dwshedt!ixder4(whrl4penrytsi4 t;tD: ky aispCihs r,nhed. ttiLnsDeslg Etrattris t6i lit ldldiet6«iptr.tr;tess srsiew(4gi«e el tpSlJiivt. Legihlii.�l L•;as t:tls defittl it l#1. 4451 Pierce, FIL Blvd. ,(upyrigbl 2016A-1RooUtasses-Ar,IbcayT.Tembc111,P,ERepiedunioacfthisdownt,icogyiatabispichibitedwithoutthewiNaFrimissiauitemAdianibusses-AnthonyLTambaIII,P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260860 KgAS651.?DBX CJ3P Comer Jack 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: $.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:40 2018 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-Bd79fHhE4XYFOiGPkd4VOBAoFOnUmdPOL6L6R2zUoZ5 1-4-0 2-11-11 3 4.00 12 c� o �? 2 T1 ;j B1 �qj 1 i 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 4-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.01 4-8 >999 240 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 No2 BOT CHORD 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 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 = 75/Mechanical 4 = 35/Mechanical 2 = 246/0-4-12 (min. 0-1-8) Max Horz 2 = 101(LC 8) Max Uplift 3 = -64(LC 8) 4 = -47(LC 9) 2 = -249(LC 8) Max Grav 3 = 75(LC 1) 4 = 51(LC 3) 2 = 246(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 icapable of withstanding 100 lb uplift at joint(s) 3, 4 except Ot=lb) 2=249. LOAD CA Standard PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% R'wdq-rleautianeyNTreierlh �A�I 1O0T IiOSSrS�'R1f1y6ERititfElllSt[46idP[ut1STOKj i479;.IX1OA'�^ttEX�lua.Tf'rAydesigetnraelers ul«sdeaL=swl�sLen de:p 7raria;lfty";rllF+lrtrerT: TesS:C!,t1. Mueae Sk?st 4srenE. Od!ss dFrrise slddeotleIDO,eaj kdTekaereNrr!eRssld;tomed6rttridDfa'seed11.1seTrnsOesiphqutt{Le.Sfe:idtr6�uer;e!relFeeryIDO!epeseafseemi„auedUetraLteleltllfiOF:'llerlSreltlNNd§:ISedFf�EIIFi1f2fEt;ETfest?pi@teetleiOOaelt,valeriSL7tttrxrannnp:nesaeeL:Etn!dmus,smElNry Anthony T. Tombo 111, P.E. named! s Imssfwny 1041 lsl3e nsrn!itild. dCe O-c$1 O- st"E"MFpdr0e 1.161 OW1w,o@<nehddlm lR(,p!IS(ndthe h!dIA.;;udexdMI. le gTrnd: et of W allrq aefd me d6e Tnss. Wdgt�rgm;qe, irhnftwd I ms sSill to ra r,!t.WITd 280083 ttm kd'fea OFs�s^e�rrlftm:rdal.Ali nessdwfatie TOO radlit rsogi!es®dtueear:stitle tNdlq rnimtSdeq la rncnn(t[Sh1,11cd4t IN aad Sttt erzrdereae7hsp..tp!dmn_TKI fd,es2eW6.!i:s dThe Tiess Deu,per,T!%s Ocip Egw.elnss Nandr.;ei:r; n'us 4451 St. Lucie Blvd. e2Fnln iefia Ile tetd,pcd,;,. f. M,l IT dl red'mi.di,iThernss Nvf-himeor it NOT:e ld da7Cesirar,rinss sys'!a E30.,r. ar 1ei15y. lll tyrtl:daedkrm nEmddaelhRll. Fort Pierce, FL 34946 (opyriahtID2016A-Ifeat Tmsses- Anthony T.TemhaIII, P.E. Repmdudionofthisdocument, inany form, isprohigIhedwithout the wriReopermission lroonA-I Roof Trusses- Anthony T.Tomato 1II,P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX CJ5 Corner Jack 17 1 AO260861 A Dnnf T-- C•.A 0:....... CI 'JAlfAC.._...... Job Reference (optional) Nov Print: Nov =,Iy11�a I el t!„--II r<un: o. i26 s Nl2 20i7 Print: 8A2u s Ni2 2017 MiTek Industries, Inc. Mon Apr 2 10:20:41 2018,Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-gghXsdhsrgg5?srblKckYPju4o25V4eAam5fzVzUoZ4 `a 3x4 4.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.06 4-8 >936 360 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.07 4-8 >848 240 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 5) OTHERS 2x2 SP No.3 to BRACING- joy TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins. L( 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 = 327/0-8-0 (min. 0-1-8) 4 = 66/Mechanical Max Horz 2 = 142(LC 8) Max Uplift 3 = . -110(LC 12) 2 = -211(LC 8) 4 = -3(LC 12) Max Grav 3 = 142(LC 1) 2 = 327(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; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. ride mechanical connection (by others) of truss ing plate capable of withstanding 100 Ib uplift at 4 except (jt=lb) 3=110, 2=211. CASE(S) 3 4 PLATES GRIP MT20 244/190 Weight: 18 Ib FT = 10% ""n-neesPtluegHrrna.tae a -I t�crn sss(stutrlurn;rttrErusamranerse ston4:L�TI}trG�ICV' NEAP EPA t! rtlSljep019e1e IIRELCdiSNtS3SIE53OP;iG OIEYlylrrR tM EAd64lrS.rP SlC r.EMHGTeG4!4 BT t. UdeESEEtt tC1 I1E tPNp;Bp MJTekasnmrp!lassSllE pe asel6etG 18DIt Se edit ASAress DNlps FlpNN{Le,$rldfp6plNer;.Se sednoplDD repfestds n ensepwt d its peltsund Npaeetlsp retpes1lDey;it. lespE, 14 stp:etms depineeltIke UD Wye Neu IN.i&its'pt nslnplilN.ledipNtn!nns,tmtlllia Anthony. Tornbo III P.E. rJ Ned4is Lsfti'llp lelfisy if lieetipet!IpilnrdNd Dster,CeDniteSa�iedlpei er lSl ro!GlpDtsipNr,mt?a Nrtetldla lC,dtl:ttldtlt bld ea'tap nk NIMI. iit", Iftf lie TO Nleghdiue Et6!Tress.s.MM1mr4swate, isshVttietedinan sksub ra retpa SAY.1 Y w. 8��83 e tterrftr Dts: tiurJEMhet:. All NisW eel hl6e IDD tU lit prmasar ptipdms dum rd!eitp(.2Vod Sdtry lTlmECie!{KS(}pllllfldlp INN SKA mrdelt I'aM,ml padn@Iej-I AINVIntipN3!t�msmdhr! a'.i0ifn Dtelpler,bussDesip Ea1!trosil lass Nimefit21ef,N:tis 44SS St. LIICIE Blvd. !'tPmNIEDsdlpnOtt:td tilledeplvuvAnq k, dlpNits IN;heS.Ipth.9 CILF2 Etp Leer It 101 nx td.dag DNlgaer, On% SpeEa 8yilees t.aptt"p ♦JI rq,dadte,as trees ddaN ielrl1. Copyrighl02016A-1RoofLasses-AnihonyT.TorrhoIII, P.E. ReprDifuslion of this document, in suryfona, is prohibited Without the witten pennisshn from A-1 Roof Tresses- Anthony I.TomhoIII, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260862 WCAS651-DBX CJ5B Corner Jack 1 1 l' • Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M7ek Industries, Inc. Mon Apr 2 10:20:41 2018 Page 1 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-gghXsdhsrgg5?srblKckYPjvko4mV4eAam5fzVzUoZ4 4-3-11 4.00 F12 2 T1 Ci o ,I 1 d B1 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 200 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.03 3-6 >999 360 TCDL 15:0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.04 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 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 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-11 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) 1 = 191/Mechanical 2 = 134/Mechanical 3 = 57/Mechanical Max Harz 2 = 88(LC 8) Max Uplift 1 = -104(LC 8) 2 = -76(LC 8) Max Grav 1 = 191(LC 1) 2 = 134(LC 1) 3 = 83(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 exceptl(jt=lb)1=104. LOAD CA Standard PLATES GRIP MT20 244/190 Weight: 13 lb FT = 10% gutnlFuuEntrjdle�+:t.read1113MUSS5,SS!Fr^.61KIJ(77MitiCSC:nSeS(C>iCn"dUtFl?t:Cd7i1(D"e.�'t.SI'rt!s.rerh,dtieP�e:e;esndtell WIsteI.baNir:,F..Ida,.!SmoSentno.Cue;sc�t!�ists!�dcobtS9Rury llitttmnta+platei si!'I le rtdhiti±f691tk+did. dsnit!!: CrpSluttr(Ie,>p[Ci'.yEfll:�!itl,ril ied lb tzr 1:71!p!tirmia Y2S1761t1d'+'31'dn!'FidtHj©n63ttiµli `:J!hrlkt d!iip'diat sieplt lia;sd!pGhdw'le1S!eh, eedalr4l,rxd±sidt nivag`rtn.in3ay uv"itti; tt �u5lr Anthony T. Tornbo lld, P.E. Rdneefd!11t!SIt1 �rBY�d'9liirit(IIIPoFlf dlit Drnr, fit Ortt�im6n.adeletl tr P.eb=.del t:±;.hhettgel}sII(,411I(tmtrit lnd Snlrislt!hediN-1. llerppnaidd±Ll ted etitidd t!tdrit Tni!,id(r.^zl4mdlur..sUitpt;i!e'd`d a9beaal dell dl A!It!9t!sivd;Yd T 80083 ptt tdnl[:siper nd Odrattr, SOrdn al 1.143e11.44oeptemt,!Wrrl!'ae1!tS"j(t-tnw Sdetj ldtrx4xa(Z;Sfjptikt5td}rr%eE1SICd Bt l6quttd:`e. purd plea. Tel- tA!Dutip3!flSd:!iAdd�tit3 elht rtt51 iti.i9KrttlilCtill3 rt}ltU Tl/lfili rletdiGYtn:��e!f .t4ttKiieddosdllt[ei5u;t tpttl tla irr: igkp a"(clieslt!tld. lie Lne gtsi}aE!gia�is!:tittleildre,l Peiilett,s�!nisSnles iau t1!er ltildicr.d`l upa�iiad l±;q!tt is dtf�td i€lFl 1. 4451 St. Lucie Blvd. (apyrighlO2g16A-1ReolTrussets-Arthonyl.TombollLP.E. RepsedutlionnfthisdemmtotinonyfnemEedwithout the w4eopmmissioaItem A-iRoofTwits - Anthony LTemho111,P.E. FO`Pierce, 34946 Job Truss Truss Type Qty Ply WCAS6511 DBX D01 Half Hip 1 1 A0260863 P Job Reference (optional) 10 n t r�wt r r uaaca, rur s rscwn, r� reayo, ucatynlwa r u uss.t:um 1-4-0 stun: 8.121.1 s NOV 12 2U1 y runt: 8.120 s Nov 12 ZU17 MiTek Industries, Inc. Mon Apr 2 10:20:42 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-8OFw4ziUc8oydOQor27z5cF iCJxEQmJpQgCVxzUoZ3 14-6-10 20-8 0 21-3-10 6-8-11 6 1-6 0410 4.00 12 4x6 5x6 = 5 6 3x4 3x4 % 4 3 W4 WS 13 17 18 11 19 10 9 20 21 8 7 3x4 = 1.5x4 11 4x6 = 7x10 MT20HS= 3x10 = 7-9-14 14-6-10 1 20-8-0 21-340 Dead Load Defl. = 3/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.24 11-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.41 11-16 >629 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 109 lb 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 `Except` W5: 2x4 SP 240OF 2.0E OTHERS 2x2 SP No.3 `Except' BL1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-3-4 oc bracing. WEBS 1 Row at midpt 3-9, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1294/0-7-4 (min. 0-1-8) 2 = 1124/0-8-0 (min. 0-1-8) Max Horz 2 = 342(LC 8) Max Uplift 8 = -455(LC 8) 2 = -527(LC 8) Max Grav 8 = 1294(LC 1) 2 = 1124(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2321/1879, 3-4=-1306/1068, 4-5=-1221/1087, 5-6=-1157/1112, 8-13=-991/985,6-13=-988/987 BOT CHORD 2-17=-744/762, 2-18=-2125/2158, 11-18=-2125/2158,11-19=-2125/2158, 10-19=-2125/2158,9-10=-2125/2158 WEBS 3-11=0/346, 3-9=-1078/1080, 6-9=-1154/1198 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water 3) All plates are MT20 plates unless otherwise 3 truss has been designed for a 10.0 psf bottom live load nonconcurrent with any other live 5) 1 This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=455, 2=527. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard GeuiryllnserirngHTrlslenfk'Al IDOf 8DSS2�iEREPI6tt94E IfW5a@F'ICSSaslostrwa"mrsAunalAi him,ytr4 hsip I.Refn endred mles Hit NI!Beir2rnly(lD !4Nkielyl d)iD, I.E.ttinni%-i14 eKe. Hiss devise led 400'0y pPubute!tnr p!Ees sl4tM otedhr de lDD to he rdid. Ase4KS Dedte 6pinK(i e, $!cldfr 6dse!rtSa s!elnn TOD sepl!!ed!e![1¢;t[111etr�I:fslletitteJF!.lep re!i1KIIlIAy`:I: IO!IKi�M1<�IE!S gt TfpS de''a!dntle IDD Wj, eesery?41. itz 6!slp nse�Nisn.lt[!3'usdtlns. ssiUlfDtt I Anthony T. Tornbo Ill, P.E. cd is, des T;essSrtsl tdlfite ltlkastx!ikiMdne Orvr,@sOntisc:.rrz.'dreieIli talditSOKiln!,a@zsnh!t!11a 1C, it, R:atdthe bdla'{i;nlenlMI. l!gy!ni rllit IDDW n.freldis d 6, Tins, udsfiaIssNtAin udlnshj Mile 1;, resdnsii!:¢d «80083$0083 1gttl:F'sD Dss�rn triCsat„nht 11E n:eS 50Oil ?itUD eadlapixilusof juldnesdlhtnlliep(e¢pwntSdesj la'amcAnft(SrjjpNirldbI IM rid Srn mesdenxedtss pem?pAmn. IN AhealkbMpsesiilfts seddenas gtalsess D!slpK.Tins ntsnremeKead Tins Mandts.er,edrst 4451 $t. Lucie Blvd. etenlu dditNlyo(eat-s�tp:ek apvie rM1iNq lTdlpm�K lKsdselneTu. RslafatleserlslDTCs tw.d�7.K'gaeynTn!s Sry'!aE.Tis!ere'®ib.il9at. Alisq:".Jaedferm rteas deCeedMTPFI. Fort Pierte,ci 349d6 toPlliiih1C42016A-Ihoeffosses-AnibonyLlombollhP.I.Repmduoioao(ihisdomment,inaofform, isprohih8edwithcutthewrinenpermission homA-Ifoofhosses-AnthonyLTomlin lll,P.L Job Truss Truss Type Qty Ply AO260864 WCAS651iDBX D02 Half Hip 1 1 Job Reference o tional Al Koot I russes, t-or( fierce, rt- s4a4n, ees!gn(aia-Iuuss.wm 6-9-2 4.00 12 3x4 3 us 2 1 16 9 1s 3x4 = 1.5x4 11 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 M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W5: 2x6 SP No.2 OTHERS 2x2 SP No.3 *Except* BL1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 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. (Ib/size) 2 = 1177/0-8-0 (min. 0-1-8) 7 = 1385/0-7-4 (min.0-1-10) Max Horz 2 = 301(LC 8) Max Uplift 2 =-538(LC 8) 7 =-446(LC 8) Max Grav 2 = 1177(LC 1) 7 = 1385(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2552/2155, 3-4=-1807/1588, 4-5=-273/255, 7-11 =-383/412, 5-11=287/330 BOT CHORD 2-15=-852/870,2-16=-2335/2381, 9-16=-2335/2381, 9-17=-2335/2381, 8-17=-2335/2381, 8-18=-1587/1650, 18-19=-1587/1650, 7-19=-1587/1650 WEBS 3-9=0/294, 3-8=-815/804, 4-8=-595/760, 4-7=-1530/1479 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MI Industries, Inc. Mon Apr 2 10:20:42 2018 Page 1 ID: W?qu Lcr?Re?LfzLe98RjH4yHM91-80Fw4ziUc8oydOQor27z5cF3MCItEO4JpQgCVxzUoZ3 12-6-10 20-8-0 21-3-10 6x8 = 5x10 — 3x6 Dead Load Defl- = 1 /4 in = 4 5 W4 fiE 17 8 18 191• 16 5x6 = 7x14 MT20HS= 12-6-10 20-8-0 21-3-10 CSI. DEFL. in (loc) I/defl L/d TC 0.63 Vert(LL) 0.36 7-8 >715 360 BC 0.94 Vert(CT) -0.48 7-8 >531 240 WB 0.63 Horz(CT) 0.06 7 n/a n/a Matrix -MS NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 3-6-0Itall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mec�anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=538, 7=446. 7) This truss hjs been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent i ith any other live loads. I LOAD CASE(S) Standard co Io PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 110 Ib FT = 10% Ce:dry • rlerr ti.ngllr¢rierRe'S�l IpOr IrtiS•S t'Sma1, 6relit rffNS d (OX i11Ah� (1Slukj d179') tCCY(A'rii7lE�rx�. ivilT Sees! yoea�en udmdeN>.s nf4sLess Jess piniy{SPL � Ite Inturl. iexl>0!, r.(. relneze 5l;stisere nt pd!ss nkenise Ced ee t1eIDP,w� MiTekouemrraesslil!hesdflIMUDIsh olid. AseLns pesip 6prx�¢t,Syenellr 6dre!,c1!s!d re eglDD repeseuur. oat`,„earl tlgraL•nisscl!cy crlrl!yr!srnsllila(m: ne des c�td lCesz}elrusdrp nd eee!tpp adr; a�der t?il. itx d!, re n!enq�rn,!!ct:�:!vnnm,swmlry' Anthony T. Tombo IIi, P.E. W esedtS;s LsssSr ne tultiry ltsksnpx!nilardtk P.vr,@e OvuisNri:d eyei e; eh ts�l&.s puip2!,mMxn.hddfie lR(,t le: al be br'ka:diy Me¢drd-7. lle rypns.!dlle7p0 ail n. tidd nerftyt lnss.ad.fiuk'dx}sK!e}e. Dsidldin od keiry skdiE!F•rz!ratik!ij.f 80083 ipt faypts�ea!ed[r.4.aaat.V'Orsis seWiBe 7p Whejarismiofthus!tn!pdtq(mrraen Sell !aI-hIll'KSQjdI)sW 4 IN wIpeel PI.LrrlM.sI!:s:pemlbalies[l6ntsofthIrss Msip!r,7ms Sur Up-1ImiAl 1clur, Wns 4451 St. Lucie Blvd. .4e!wise ldiedlra0ahm aped epviwnaq lTdt serves laseheS. iheierss Ceslp Ery�een lS rCl Rs ra�:dsy peYpu,rtTnstyd!a11"ime.alb.&I ll!rap,.ad'ernsnemddad Wlril. Fort Pierce, FL 34946 (oprrighl02016A-I loaf Trusses -AnthooyT.TomhoIII, P.E. Reprodudionofthisdomment,inanyform,isprohibedwithcolthewrineapermissionhomA-1RoolTmsses-AnthonyLTombo111,P.E. Job Truss Truss Type Qty Ply WCAS6511DBX D03 Common 5 1 A0260865 A4 o..s •r......-.,.. c,..• o:..__ n —n— .�__:__�_••_.-- --- i Job Reference (optional) — _ . _ . . . Mull: o. lZu s Nuv I<<u 4x6 = Dead Load Defl. = 114 in 4 4.00 12 1.5x4 -zz� 1.5x4 3 5 1 to 2 al 6 1 I4 ee a 16 7 17 15 18 4x4 = 5x8 = 4x4 = 10-8-0 21-3-10 10-8-0 1 10-7-10 Plate Offsets (X,Y)— [2:0-2-0,0-1-12) [7:0-4-0 0-3-41 1 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 0.85 Vert(LL) -0.42 7-14 >615 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.66 7-14 >385 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 88 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 3 BOT CHORD 2x4 SP 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) i=132mph; WEBS 2x4 SP No.3 V HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, OTHERS 2x2 SP No.3 h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS Ivelo BRACING- a a and C-C Exterior(2) zone; cantilever left and members TOP CHORD right exposed ;C-C for and forces & 9 p Structural wood sheathing directly applied or 3-3-1 oc MWFRS for reactions shown; Lumber DOL=1.25 plate purlins. grip DOL=1.25 BOT CHORD 3) This truss has been designed for a 10.0 psf bottom Rigid ceiling directly applied or 5-2-8 oc bracing. chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required 4) 1 This truss has been designed for a live load of cross bracing be installed during truss erection, in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation uide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 5) Provide mechanical connection (by others) of truss 6 = 95610-7-4 (min. 0-1-8) to bearing plate capable of withstanding 100 lb uplift at 2 = 1055/0-8-0 (min. 0-1-8) joint(s) except Qt=lb) 6=400, 2=514. Max Harz 6) This truss has been designed for a moving 2 = 103(LC 12) concentrated load of 200.01b live located at all mid Max Uplift panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 2 = 504(LC 8) Max Grav 6 = 956(LC 1) LOAD CASE(S) 2 = 1055(LC 1) Standard FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2211/2008, 3-4=-1641/1428, 4-5=-1641/1428, 5-6=-2218/2018 BOT CHORD 2-15=-585/738, 2-16=-1796/2071, 7-16=-1796/2071, 7-17=-1808/2079, 6-17=-1808/2079, 6-18=-682f784 WEBS 4-7=-513/721, 5-7=-645/796, 3-7=-636/782 NOTES- 1) Unbalanced roof live loads have been considered for this design. stteiq-11—timlimirede.tx•!11DDrTUESr9ftw1OEM Il amyMCKStlslom 1ylil•IAIXeoiDSWRI.IneT"tlAsin!alastt,aM.I.Anat§slnssDlsyaDAniylir'DIArf18AA&erl.Inksll,r.I.Id:reneSIMI Wn"t.DdtttA!ttr.ist4leefulitlDD,1q MIN*aedtry!cetsbAD:t 'd Ased6rfte TDD IA 6e rdll. lseTtat Oetiµ ElCue(is,Sfeanlfr 6ylutr;,tietdla ullDO represetls arm�N,�;e dtbe trAL•saatdeg3etrnyngntltlmr3: tle lls:ytt!ae si}.einst dtp nel lClit lDD uly,DAdn 1tFl. ltx de4!ya AASen�111L.11[d3pU1dD11S, tAllAllml Anthony. Tombo III P.E. nedAhis TnssSregidtlitytslk respuilt!igdfxsh�er.Ik Oneista�iAk ey Atec lee tdliiee Desiscst,mtx nrttud6e ULcs R: uide asdlm!Cn afeAsd 041. le stresddtk IDDesl lAr tidd ne dfieinsc adtAiglad;:ynseSA, etshllditt udkltiy sSil;fa r_•nttusl!:nd Y ' ' ffh t^: es De4'. strt (ta:eaas. All teas SOW z ftalODAal let wins Md dd'm Ari!Gndie ('ePat Sdt I%!nulu tcSf tHisltld ST AAl i6(A tnrdtasel5s snal 11Atst, IPFl etin;tteres y2iAes aclGlisd3:Lrtt Dtd er,l!ps0et u a•trral Tnss kznits'e!eA, snkss 80083 t rn r t t� h i I t l r to ie t• 4451 St. Lucie Blvd. e:le.lu Idittlipa6sltedayreAd Apv auieq IT dl yaFes itts?Aei lee Toss Cest�AFs)ueer It NDTF•rt 1rilay Gts!roer, ItTn!s Sps+u i�ayitxr dap bNLa1. {!I tgxruelte:os Irtas dfael IATPtI. Cappight 0 2016 A-1 RoallPusses-AnthonyL TDmho 111, R.I. Repmdudion of thiS k0ent, in anp farm, is prohS6Bed withcul the wm!en permission hom A -I RoolTresses-Anthonyf. TOAD III, U Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260866 WCAS651DBX D05 Common 1 1 " Job Reference (optional) Al moor I russes, t-ort rterce, f-L 34u4n, ceslgnIl Itruss.writ -1-4-0 , 7-3-7 2 3x4 = 4.00 12 10-8-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:43 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-cCol HJj6NSwpFA?_PleCegoA6ciezwPT24am2NzUoZ2 10-8-0 14-0-8 I 20-8-0 I 4x4 = Dead Load Dell. = 5/16 in 4 1.5x4 � 1.5x4 i 3 5 7 5x8 = 4x6 = 10-8-0 10-0-0 Plate Offsets (X Y)— [2:0-1-6 0-0-1] [6:Edge 0-1-71 [7:04-00-3-O] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.26 7-14 >963 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.51 7-14 >490 240 BCLL 0.0 Rep Stress Incr YES WB ,0.30 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 84 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 927/Mechanical 2 = 1026/0-8-0 (min. 0-1-8) Max Horz 2 = 112(LC 12) Max Uplift 6 = -385(LC 9) 2 = -504(LC 8) Max Grav 6 = 927(LC 1) 2 = 1026(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1993/1785, 3-4=-1529/1364, 4-5=-1519/1354, 5-6=-1925/1715 BOT CHORD 2-7=-1583/1852, 6-7=-1500/1754 WEBS 4-7=-669/797, 5-7=-460/614, 3-7=-563/714 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE Vasd=132mph; Cat. II; Exp C; 1 and C-C Extent exposed; end ! and forces & M DOL=1.60 plat( 3) This truss ha chord live load loads. 4) `This truss I 20.Opsf on the I rectangle 3-6-0 bottom chord a 5) Refer to gird 6) Provide mec to bearing platE joint(s) except LOAD CA Standard 7-10; Vult=170mph (3-second gust) rCDL=5.Opsf; BCDL=5.Opsf; h=25ft; ncl., GCpi=0.18; MWFRS (envelope) r(2) zone; cantilever left and right :rtical left exposed;C-C for members VFRS for reactions shown; Lumber grip DOL=1.60 i been designed for a 10.0 psf bottom onconcurrent with any other live as been designed for a live load of ottom chord in all areas where a tall by 2-0-0 wide will fit between the id any other members. x(s) for truss to truss connections. Ianical connection (by others) of truss capable of withstanding 100 lb uplift at t=1b) 6=385, 2=504. irnaay•twu"tt.¢sTs1ra¢:t.Me't;1ENTUSSES;S"EtHl"ESEt4TEUSS t(COMRS(C'iT MEI'1'WCNUNAWrfm Tineviisi Irtttrii3ti♦Iteitells I.MeTse3sDrip I.rme,IT,III. let"m wit ltbltW..'�'u it estiel Ss t6tA ,Rtr D,td,* HlrttaSfttaA Pldts itt!16t a3edlalilU;hltt¢'aL As INis rtu¢CECourlie.,Sttes'ty Eajwu),Ile std MCI IN leytsewsso, lhj adlet y:dinstv. MJMSnR;y a3tt43S1:�Iy At dsisTndP3 tuyle lltfiieii^t(tt �eTEp ttlt,rtlaiPtl, rlt itfit¢af¢3r:Yt3; iFMiajf¢C:Stel SP:1 Ahthorty T. Tomtto III, P.E. e¢i ueutUsUasle3 at s{ajes .E rart[zkt',Ydrve C+tt:s, Gr U. s snioddtyNaktk''i h cien,u li, vie. Otte 11,6e tKalte, Intl mliq lthmiIII L TligltddfE:r9n; its fidimelletrnss;orioe::T Ssntl®j,Onset !0Ziesstd k" s4dl ie Pe resruscil7d �80083 Pt radGtt p341rltt tot(Mtt•7if. Alt ewes skid U:'seTiC utkzptna3 t¢i rnL•atsdMrzlE"eg(ts}atlnSd3tf l¢rifZa`RIEYTT3)I.Siti Srrryt¢i S((t ttllFit3tafi rX raetd mitre. I9iI i?rA3f Pt Rigt3lEil:':":b3Cti iifits/I;herWiS Gtfi4y, tttn Gen3t rtginew tat rM3f P4fOd¢f:Y.ti,Mlt3f 4451 St. Lucie Blvd. ' eAa.iseee!Dtinttafinitpetdryx4ns ky :p rc3ara.d. fleNssWit bimiis *I lit ttu[ngPeupecs:IWhiS.Lltgitil;alL;ssatesdtbetFit;r,1, Fort Pierce, FL 34946 (epyriltH w 2016 A Boot Trusses - AntboayT. romhe III, P,E, 9epioduitioo of this elctumtat, it, any form, is psohibil d without tha wiihea psrmissioe from A4loaf Losses -Anthony L Tombo 111, P.E. WCAS6511 DBX I D06 Hip Girder 1 I 1 I A0260867I Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:44 2018 "Page' ID:W?quLcr?Re?LfzLe98RjH4yHM91-4PMgUfkk812gsKZAzT9RA1 LJ50zniJ8cGkJJagzUoZ1 1 4-0 3-5-14 6 2-0 10 8-0 15-2-0 20-M 1 4 0 3-5-14 2-8-2 4-6-0 4-6-0 5-6-0 Dead Load Defl. = 114 in 5x8 — I 1.5x4 11 4x = 4.00 12 4 2 0 6 N rn 2 0 CD C R I b R G 21 22 9 23 24 25 26 8 27 28 29 7 30 31 3x8 = 2x4 I I 6x8 = 2x4 11 5x8 = 3-5-14 6-2-0 10-8-0 15-2-0 20-M 3-5-14 4-6-0 4-6-0 5-6-0 Plate Offsets (X,Y) [2.0-1-10,0-0-21 [3.04-12 Edge] [5.0-6-0 0-2-8][6 0-0-0 0-1-51 [8.0-3-12 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.34 8 >723 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.44 8 >567 240 . BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 103 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-8-14 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 = 1760/Mechanical 2 = 1814/0-8-0 (min. 0-1-8) Max Horz 2 = 84(LC 4) Max Uplift 6 = -974(LC 5) 2 = -1059(LC 4) Max Grav 6 = 1760(LC 1) 2 = 1814(LC 1) FORCES: (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4732/2643, 3-16=-5309/3015, 16-17=-5309/3015, 17-18=-5309/3015, 4-18=-5309/3015,4-19=-5309/3015, 19-20=-5309/3015, 5-20=-5309/3015, 5-6=-4388/2471 BOT CHORD 2-21=-2455/4425, 2-22=-2464/4439, 9-22=-2464/4439, 9-23=-2482/4482, 23-24=-2482/4482, 24-25=-2482/4482, 25-26= 2482/4482, 8-26=-2482/4482, 8-27=-2276/4128, 27-28=-2276/4128, 28-29=-2276/4128, 7-29=-2276/4128, 7-30=-2265/4100, 6-30=-2265/4100, 6-31=773/1413 WEBS 3-9=-252i634, 3-8=-746i! 019, 3-9=-252/634, 3-8=-546/1019, 4-8=-694/529, 5-8=-750/1387, 5- I=-146/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL.=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water 4) Concentrated loads from layout are not present in Load Case(s): #101 1st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load; #8011 8th Moving Load; #901 9th Moving Load; #1001 1 Oth Moving Load; #1101 11th Moving Load; #1201 12th Moving Load; #1301 13th Moving Load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=974, 2=1059. 9) Tgis truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)117 lb down and 146 lb up at 6-2-0, 118 lb down and 159 lb up at 7-0-12, 115 lb down and 159 lb up at 9-0-12, 115 lb down and 159 lb up at 10-3-4, 115 lb down and 159 lb up at 12-3-4, and 118 lb down and 159 lb up at 14-3-4, and 117 lb down and 146 lb up at 15-2-0 on top chord, and 302 lb down and 235 lb up at 6-2-0, 72 lb down and 21 lb up at 7-0-12, 72 lb down and 21 lb up at 9-0-12, 72 lb down and 21 lb up at 10-3-4, 72 lb down and 21 lb up at 12-3-4, and 72 lb down and 21 lb up at 14-3-4, and 302 lb down and 235 lb up at 15-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 2-11=-20 Concentrated Loads (lb) Vert: 3=-72(B) 5=-72(B) 9=-302(B) 7=-302(B) 16=-115(B) 17=-115(B)18=-115(B)19=-115(B) 20=-1 15(B) 23=-59(B) 25=-59(B) 26=-59(B) 27=-59(B)29=-59(B) vero-�y Prot9 tz9rta7S!!« rite Yae'A; Tggt 1USS(S; Sn!(r;,fE,si!!! TliSSS t (GdOTIhMt (US1Uk�tUt[I" S(rtSNi[D'sVfeTfra Teafy ku¢rysrarius o! ittlNles tethis itru 611sga 6t�ieIpDUSodSt N!e9ui (. TtASr D;,PI. it(eeue SSett St&rent. guest e!tetwist eMeF07 t2eTDD,et¢ 1bTtkuaatdtt yidts sSs!I ie estdhttitf6 hit tPid AselwsGnioFil6etrpt..Syrevry.a7i9tt$tit seu':tt.7 ifi8itpettssmaxeltaua9t Kdesissai m(e:errsgrntwi>U:h6s dt dttiy9dMt 9ailtimsd:ii9tle93t1?'8rdr,t2ttt1lFl. Rt desigsnsss!`ens, Itoliupacttisn;sc�:Gh Allt}70;1 talue Saul loss In oftsdai.s..o,yvsg':�If at Dm"fitDYH!!l!ftadlJtllrrbietj:2:!^pr'<alttt64e"ait IV ata61-It I6alIA"falIi:WIll.], Tit ij(nld9', d�16ut of hdlnt0*1 Toss, ia:!acyWWI,9usgt,iesu5�i�adkneq s4sU lttatnstnsdii-{a' YT. Toml?o It',, P.E. ' 6tIAIYg6r9ptrwl(r9mnr.Allmus11114It, TV.9!N Pumas Iulgxtkmt,tStTat14,1rtna91dagwimaka{t(Sip>el,Welk. Mail SHAentt!xeusl4:lmttr .11.4.l°SlddersM9setpaasdll:esmtlaors9;ttIIrss9ts:mt:',Toss6enquTymttaETnssN9tetudrer,eel9ss -80083 rldtr"isr le°ntl h, r(nhffir Ltd 9nusi" 4451 St. Lucie Blvd. . p. rp e9b5 a',yc2ies ardted. iet insd(ksgn(ginsis 66i 61(mUirl6esipir.erltns Snfem G;:csadnylrifAeq. lil tnrnsi¢tl terns me esleintt it iff i. For,Pierce, FL 34946 (dpyright02016A-I Roof trusses -ArlbonyI.Tom6oIII, P.L Reprodu9SonofIbis doramdal,icanylam,isprohibited wilhutttewriaonpetmissionfrom AIlost trusses -Anl6anyLTamboIII, P.E. Job Truss Truss Type Qty Ply A0260868 W-CAS6514DBX D07 Roof Special 5 1 Job. Reference o tional Al Moot I fusses, tort fierce, tL Ab4b, ciesign(oyallNss.com KUn: ts.-I LU s niav -I L GU I / rni it* O, ILV s rvuv I L LV 1 r evil 1 M If IUUJIrIUb, uu:. 1W VII rspst L t V.LV. LU t V I D:W?quLcr?Re?LfzLe98RjH4yHM91-Ybw2i?IMu3AXUU8NXAggjFtZAPN7RhLmVO3t6 -1-4-0 , 7-3-13 , 13-3-0 14-11-10 7-3-13 4.00 3x4 3 4 9 6x8 = e 14 7 15 13 5x10 = 6 5 3x4 = 1.5x4 11 7-3-13 13-4-0 13-114 0 LOADING (pso 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/TPI2014 CSI. TC 0.59 BC 0.65 WB 0.85 Matrix -MS DEFL. in (loc) I/defl Vert(LL) -0.17 7-12 >979 Vert(CT) -0.28 7-12 >593 Horz(CT) 0.02 6 n/a Ud 360 240 n/a LUMBER - TOP CHORD 2x4 SP M 30 NOTES- BOT CHORD 2x4 SP No.2 1) Wind: ASCE 7 10; Vult=170mph (3-second gust) WEBS 2x4 SP No.3 *Except` Vasd=132mph; H HZ; TCDL=5.Opsf; BCDL=5.Opsf; OTHERS 2x2 SP No.3 BL1: 2x8 SP No.2 h=25ft; Cat. II; Ex 3 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left BRACING- and right expose -C-C for members and forces 81 StructuralCHORD wood sheathing directly applied or 6-0-0 oc MWFRS for reactions shown; Lumber DOL=1.25 plate purlins, except end verticals. grip DOL=1.25 2) This truss has been designed for a 10.0 psf bottom BOTCHRigid chord live load nonconcurrent with any other live oeilORD �ng directly applied or 4-8-12 oc bracing. loads. MiTek recommends that Stabilizers and required 3) * This truss hal been designed for a live load of cross bracing be installed during truss erection, in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation uide. rectangle 3-6-0 toll by 2-0-0 wide will fit between the bottom chord an any other members. REACTIONS. (lb/size) 4) Provide mechanical connection (by others) of truss 2 = 72410-8-0 (min. 0-1-8) to bearing plate capable of withstanding 100 lb uplift at 6 = 572/0-7-4 (min. 0-1-8) joint(s) except Qt=1b) 2=363, 6=296. Max Horz 5) This truss has been designed for a moving 2 = 314(LC 8) concentrated load of 200.0lb live located at all mid Max Uplift panels and at all panel points along the Bottom Chord, 2 =-363(LC 8) nonconcurrent with any other live loads. 6 =-296(LC 12) Max Grav 2 = 724(LC 1) LOAD CASE(S) 6 = 572(LC 1) Standard FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1141 /851 BOT CHORD 2-13=-454/478,2-14=-1137/1080, 7-14=-1137/1080, 7-15=-113711080, 6-15=-1137/1080 WEBS 3-7=0/358, 3-6=-1103/1163 Dead Load Defl. = 1/8 in m Io PLATES GRIP MT20 244/190 Weight: 67 lb FT = 10% Fe�dry-nevse nent{f3T relies tae'd-I IDCEI{USSESCA EP OR11 FEW Ttr6f dlTeixxe[hl {:des sEilIE<.Isedhrnx iUDIn t ttIIL As nTrns De3iiF Br xtr;I.e,SPe;idq fsdte„tse ssd n xTNO nrt3erts Isaxp� r.:d Ilt d!ii3 TTISM1e ar {dlllli IS li! rtg4131T11nr dCs3111er.dF E)ASI F F'�tdEd Fjed 1' Il! { ilGlg Dtfllx6a �h xshd d It IT(,tl36 Ii ' .d d : a2ia. : dD t:' It {zix� DKret ul ftstds.. a -arts setwsiFntlDD nitae !�Nxsmd ddlesnftis hUeiF (tu a. S t Isi. 'tCl' s . ? 1 ;4 I 1 7 .1 r i +s e ! r � iv er' dD T4 ada sl aer x TnaS :.a iI FnK�u ldldi oGdrcn l edlxlSe vdlis T dl I!I:K IK..t i 16e TI SSC slam e u 1 T CF T 3s I T 1 9 7 C P+'' EtI (opyright02016A•IRoof Trusses- AnlhonyI.TomboIf, P.E. Reprodudionof ibis document, innay form, isprohibiled liluvadm.1 xed Ides atas 1"', Dens 0'.1,1I0Id It Adkxrl. Tuft V, Pi tdestat Simi tit me. Udess di-kir ddd uetWOD,sa!r tee rydsslnd eg eF M1g Ies{miId(i lit letV.11h sareT�sit, TDD xlr Ja 1I-1. Itd spn-Ers.eshniqu18nx,sNd" In, EsdWfin'.1,nl MI .it, elyrimill dfee FEE) dnrtitrd ntdtstTxss.uti,ful W,4svgi1511itndiF,I Wn, sillNn e1mae1t.d TPIFM SIfAnlreL•rzn1il gexrd gsAxl TPA fth.s im.spzsilfts Klde' isse'a.T.Ks Dedpx.lifts Deep rsgrcermiruss YMO.N!f. doss dmrleg44I. IIIfg::d7.i4,as rtam dared is Ill 1. foul the wfinen permission from A-1 Root Trusses -Anthony I. Tomlin III, P.1 Anthony T. Tombo III, P.E. - 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply WCAS6511 DBX D07A Roof Special 2 1 A0260869 � Job Reference (optional)-.; Al Hoot I russes, tort coerce, FL 3494b, oeslgnLaitruss.com -14-0 1 2-10-7 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:45 2018' Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-Ybw2i?IMu3AXUU8NXAggiFtW VPljRjFmVO3t6GzUoZO 6-0-0 9-0-0 13-4-0 13-1110 6 4.00 F12 1.5x4 II 5 10x10 5 4 IV W4 4x4 3 10 9 5x1 B n 2 22 o e * 19 12 20 11 8 21 18 7 3x4 = 3x4 = 2x4 11 2x4 11 5x10 = 2-10-7 1 4-10-8 6-0-0, . 9-0-0 13-4-0 13-1 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) 0.25 11 >658 360 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.28 11 >588 240 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B4,B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 *Except* BL1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc puriins, except end verticals. 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 guide. REACTIONS. (lb/size) 7 = 582/0-7-4 (min. 0-1-8) 2 = 705/0-8-0 (min. 0-1-8) Max Horz 2 = 314(LC 8) Max Uplift 7 =-310(LC 12) 2 =-353(LC 8) Max Grav 7 = 582(LC 1) 2 = 705(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1465/1162,3-4=-2661/2608, 4-5=-1219/1105, 5-6=-1187/1213, 7-14=-551/653, 6-14=-552/655 BOT CHORD 2-18=-462/493, 2-1 9=-1 517/1474, 12-19=-1517/1474, 12-20=-252/247, 11-20=-252/247, 5-9=-325/486, 4-10=-657/760, 10-22=-2999/2838, 9-22=-2999/2838 WEBS 3-12=-512/630, 3-10=-133011168, 10-1 2=-1 330/1298, 4-9=-1 684/1760, 6-9=-1439/1318 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; hL 25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 81 MWFRS for reactions shown; Lumber DOL=1.25 plate Blip DOL=1.25 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) Provide mechanical connection (by others) of truss to bearing, plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 7=310, 2=353. 5) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. I I LOAD CASE(S) Standard 14 6x8 = 1 0 m v Io 0 Dead Load Defl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 89 lb FT = 10% Wrefiq' Fleeseti—IhIrreedr *A -I AM IViSrSrS(I1fr),UNIII(WS8(OE"�fIICfiSNS70Mj Cl!P9'l�!(CNf7i' &GHFXi InmTerlftllsire rylmellna>i ree9 eat:sn!fisLess Oes ys Drlvi+pllL'�', rr�tEe AetluYT. ToablO(t.LrslerenlSlts!A,est. llaless etlerwisl VAN lntle IDD,sn'rp Nlirka/lefnfpisYssAdt ft l!Ntrtt&iDDls Se edit. Asetrrss De:gv hgr*sr{I.l.Spernitp Flgre!rrri?ullnnpTDD serreseds 11sm,^,ao:edlle psalesslallec€uealyslspan0llilr%:tlells:Iaol lEe safeTn!sEerinll retllEDlitI!OInsnnNuas, llct:ep<eldnxs, s.ilatiirt Anthony T. Tombo Ill, P.E. Sit Ise dlllslmsir111loliq is tle RspW1414dMlO.lts,11eOfseifs;'sredsgwi l!lit ld 61 M116,tlliSmON1dlu Kti?di SAIllll!dl'elIrphedMI. rerppmsttllltEDWitylllll!!eefiaTflSs,W,fIR Etelap.sR'Ip. addlem IN Istug Stith 1l R!po&tyd i:a0083 tttt:i'txp Des;u: std ft+trrns:. AD eexs SAW it See MIA lit prrdiusms lWdo:sdtL•Inlficl(sifsav wey hiattin{tNjpllisW Sr MrdSlUmtf.swf:e leem!pthn TFA tt5res3areslemii37ies ald!I:sd3!T:rs!otuller,T:slDe!F(,girermertrss uswrt:a::er,wxss 4451 St. Lucie Blvd. .U.isefradifo(tilted speed ste.I.wifiol Ardl pes•,:es1.0mi TleTstss On.figiteefls ADS Me r *jUs.j,v,etT;sss Sym Enlim d©t61Ly. liirgi:O"?dk:es neesddsod 1a1111. Fort Pierce, FL 34946 Capr'rigid02016A-I Roof Tmsses-AnlhanyT.Tamballl,P.f. Reprododionoffbisdocument, inonyform,isprohibiiedwithout the written peraissionhonsA-I RoofTrosses-AnthanyLTamtoIII, F.f. Job Truss Truss Type QtY PIY A0260870 WgAS6511DBX D08 Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8. 20 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industnes, Inc. Man Apr 2 10.20.46 2018 Page e in-w?nerl rr9Rp71 bl a9ftRiH4vHM91-0nUQVLI fNI06diZ4tBvFSQkRDh1ABLvk2oQeizUoZ7 3x4 = 3x6 = Dead Load Defl. = 3116 in 4 5 8= 4.001 4x4 3 3 0 v 10 V W2 1 r` n 2 �1 n I� e e t 15 8 16 o 17 6 7 14 3x4 = 1.5x4 11 5x14 = l 6.1-10 l 12-2-0 l 13-4-01$-11-10 6-1-10 6-0-6 1-2-0 7-1 Plate Offsets (X Y)— (4.0-2-0 0-2-13] r5:Edge 0-1-81 (7.0-2-12 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.27 7-8 >631 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.31 7-8 >531 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 71 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30'ExcepV NOTES- T2: 2x4 SP No.2 1) Wind: ASCE , 10, Vult=170mph (3-second gust) BOT CHORD 2x4 SP M 30 Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, WEBS 2x4 SP No.3 *Except* h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS W3: 2x6 SP No.2 (envelope) and CI C Exterior(2) zone; cantilever left OTHERS 2x2 SP No.3'Except• and right exposed ;C-C for members and forces & BL1: 2x8 SP No.2 MWFRS for reactions shown; Lumber DOL=1.25 plate BRACING- grip DOL=1.25 TOP CHORD 2) Provide adequlate drainage to prevent water Structural wood sheathing directly applied or 5-2-11 oc ponding. purlins, except end verticals. 3) This truss has been designed for a 10.0 psf bottom BOT CHORD chord live load nonconcurrent with any other live Rigid ceiling directly applied or 4-7-6 oc bracing. loads. Is WEBS 4)' This truss h been designed for a live load of 1 Row at midpt 3-7 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. accordance with Stabilizer Installation guide. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at REACTIONS. (lb/size) joint(s) except Qt=lb) 2=375, 7=298. 2 = 876/0-8-0 (min. 0-1-8) 6) This truss hasl been designed for a moving 7 = 962/0-7-4 (min. 0-1-8) concentrated Io Id of 200.01b live located at all mid Max Horz panels and at all panel points along the Bottom Chord, 2 = 293(LC 8) nonconcurrent ith any other live loads. Max Uplift 2 =-375(LC 8) 7 =-298(LC 8) LOAD CASES) Max Grav Standard 2 = 876(LC 1) 7 = 962(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1844/1739, 3-4=-300/174, 4-5=-213/251, 7-10=-259/370, 5-10=-178/284 BOT CHORD 2-14=-692/655, 2-15=-1963/1701, 8-15=-1963/1701, 8-16=-1963/1701, 16-17=-1963/1701,7-17=-1963/1701 WEBS 3-8=-326/466, 3-7=-1540/1773 NeWn I IDDE ThvBr SEtlflj r RHUTINSd E1h il�[jf (]ljjj!{j{j('ji=(Ie['+�}IEII I" TergIImp Fee.d!rs WRNON?s 41UsNee U,.p3-isj(TIV.d 1h AiWjI Tmh 9L ftI!... UHI L4lTe!!.DII:!: FIEHYIie S!AN I6I1lTDD,tB:'( MdTeitlaee!Irti6es sldtNrndtre elx iDDla Se nI1l.Aee7me Dolp hpxer(Le,Sgeddte hge&sln sed Is rlpTDD reIlls'MeMr.=dre, poesludgw.rile'Isjusllllrt let les dwpel Or se a fuss Lyad 116,TOD odpr eater N.Ttxl!srtnslapiers.ilrsrmemmii,smaDrp Anthony T. Tornbo lll, P.E. ednedtil'T:ess4!rg Wkj is t9e eespr!ikilfi dN O.mflee O-A0nzdga.. th 1061 Dni1w.eetzRetest d lies lt4ts?k,Wile later l,11"tc?esi Mi. TlegEmel1tie TOD uoem(ieli ueAhe inst.fad!Fia lxd'y.st:rye,iuhllefinmdke6s;!6ilita N—!reolt!d -180083 ' Ital^iseeTDes !a rdefirnal.8 te:eesesalsINTDOMlierlcafes®Ipiidn!!dn!k!lk,l(.r.!ASdel bh, Ene rKSI'p!NisMS4TMWSIUnatel!,!Yeldelt..IpA1etGTriitiSus'I?te'.tNSS Ilesulb'3dI?Ttes!D,,ipY.Itzsl l;pf-i uaiT.si",.,e!!ir.!tsS 4451 St. Lucie Blvd. !#e!rlse ldird 1po6drm rgedapea(e+sniliag 1p dl ran:esimehed. T5eTnss C!s'z Eag seer is 90T CeLu dag C?ngveyrtTn.sSSY!aEajir!erdeap 9rilLg. All¢?ltdadtemsnansdd.,IiaTtil, Fort PlerCe, FL 34946 (oppigh102016A-IAoalirusses-AnlbonyLTomboIII, P.I. P.eprodudionofrbisdocument, inanylarm,isplobibileldwithcurThe wrinenpelmissionfiomA-1Aeoffrosses-ActhanyLTomb 111,P.E. Job Truss Truss Type Qty Ply WCAS6511DBX D09 Half Hip 1 1 A0260871 Job Reference (optional)ie 2 4x4 = Run: 8.i2u s Nov iz 2u1 t t'nnt: IJAZU s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:46 2018•Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-0nUQvLI_fN106djZ4tBvFSQjNpgOAGQvk2oQeizUoZ? 10-2-0 13 4 0 1 -11- 0 6 4 7 3-2-0 7-1 4x10 = 1.5x4 II Dead Load Defl. = 1/4 in 4 5 z g= 4.00 12 1.5x4 3 0 10 C6 to BL1 m IA 15 8 16 17 0 = 5x10 = 76 3x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.36 8-13 >462 360 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.60 8-13 >281 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.02 7 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 OTHERS 2x2 SP No.3 `Except` BL1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS. (lb/size) 2 = 757/0-8-0 (min. 0-1-8) 7 = 795/0-7-4 (min. 0-1-8) Max Horz 2 = 252(LC 8) Max Uplift 2 =-382(LC 8) 7 =-284(LC 8) Max Grav 2 = 757(LC 1) 7 = 795(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1332/1259, 34=-741/610 BOT CHORD 2-14=-478/496, 2-15=-1448/1257, 8-15=-1448/1257, 8-16=-664/666, 16-17=-664/666, 7-17=-664/666 WEBS 3-8=-677/854, 4-8=-373/569, 4-7=-837/805 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h 25ft; Cat. It,, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2), Provide adequate drainage to prevent water 3)IThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)I` 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 100 lb uplift at joint(s) except Ot=lb) 2=382, 7=284. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid' panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. CASE(S) PLATES GRIP MT20 244/190 Weight: 71 lb FT = 10% wtdothat!tlweslNfte!hwtaeAaIDGrall meldosohislmapesg1DlNisp(IE9jEddFAek.yl.TuhIii,I.tIdueue5!slesee!.pdess9-istsldelutlen ery tffiaueeemslkxs slilil:nel6 NUDlek,.11 As eTw Call, hoals(Le, Sfesidlf hpa! dssedeeuflDotepeuds sesr,!;,,a;edM+a rral:ssusd e6eFlmorgoeulnrty3;tle ets�gs!1 Re sayeln!sd!find seneillpadt, vaderlTi.ite[s:pa nnapiFn.isd eguslnlses, ttBclilry Anthony T. Tombo III, P.E. clued+ sTmssdrnffdlfirpisI!tasfnsiliUlfdCellacer,dtOyaisea^.arrzsleydal0eIdltinpesryar,aeunn:eteldtItt,delllssh,hsdk,Ta h d i.ThtypsddthIDDaaAnrellAatdtltinSf.lode6rtIsd5:�,sn'qF,leshlldileofhrtspsldlF;!*det!1t9Cl:ltfel ' 5.80083 sratwYzfDes e!erdit All ..'Is hwunOrf11}fdliswlrfIFlea111UatMu dhagnnaipe{mce.WIfegsdertsfeu!lJ7iesrx9d!i!sdM!1!e!eDttilStS,ItNi7lS+FGIIII!tlfAlT10SS1Rl8PItNllt,q:t5i • e3edu ltfese lfo(edad epsetd epsir vmiq lfdlfstt:Ftrc+dsei OeTtess CrstmEsImurls RGTtte 10.1 pal gver,«Tnss SfA!a Equeerdmsldlk>j. AD q;6aM eras taa0dzel ialrll. Fort Pierce, 4451StLuBlvd. Lucie Blvd. Eophighl07016A-IRoofTsusses-AnlbonyT.TomisoIII, P.E. peprodudiondthisdotument,inaorform,isprobibitedwilheutthewritleopermissianfirm A-IRuo][Trusses-AothulyI. Tomb 111,1`1 Job Truss Truss Type Qty Ply A0260872 WCAS651IDBX D10 Half Hip 1 1 Job Reference o tional Al Koor trusses, rorr vierce, M av 140, oeslgn(&_Va I IFLSS.wnI RUI1. o. 14U b IYuv 14 < I I 11.1 rt....— � � — ­1 e ..,. r � ,.,,, ...., ,,,... ,.,..,, „r, - ,—.,.-., _.. ,.. ID: W?quLcr?Re?LfzLe98RjH4yHM91-U_2p7gmdQgQFjnllebj8ogztzDOSvhF2ziYzB -1-4-0 8-2-0 13-4-0 10-11-10 en 2 4x4 = 4.00 12 13 6x8 = 4x8 % 4x4 = Dead Load Defl. = 3/16 in 3 4 6 14 3x4 = 5 5x6 = 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. TIC 0.76 BC 0.85 WB 0.50 Matrix -MS DEFL. in (loc) I/deft Vert(LL) 0.26 6-11 >622 Vert(CT) -0.43 6-11 >378 Horz(CT) 0.01 5 n/a Ud 360 240 n/a LUMBER - TOP CHORD 2x4 SP M 30'Except- NOTES- T2: 2x4 SP No.2 1) Wind: ASCE 7 10; Vult=170mph (3-second gust) I BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; gp `Except` h=25ft; Cat. II; C; Encl., GCpi=0.18; MWFRS OTHERS 2x4 SP No.3 (envelope) and C-C Exterior(2) zone; cantilever left BL1: 2x8 SP No.2 and right exposed ;C-C for members and forces & MWFRS for reagltions shown; Lumber DOL=1.25 plate TOP CHORD grip Structural wood sheathing directly applied or 5-10-1 oc 2) Provide adequate drainage to prevent water Provide ade purlins, except end verticals. pond. g. BOT CHORD 3) This truss ha been designed for a 10.0 psf bottom Rigid ceiling directly applied or 4-2-3 oc bracing. chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection, in 4) ' This truss has been designed for a live load of accordance with Stabilizer Installation guide. 20.)psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS: (lb/size) bottom chord and any other members. 2 = 705/0-8-0 (min. 0-1-8) 5) Provide mechanical connection (by others) of truss 5 = 582/0-7-4 (min. 0-1-8) to bearing plate capable of withstanding 100 lb uplift at Max Horz joint(s) except 661b) 2=381, 5=280. 2 = 21 O(LC 8) 6) This truss has been designed for a moving Max Uplift concentrated load of 200.01b live located at all mid 2 =-381(LC 8) panels and at all panel points along the Bottom Chord, 5 =-280(LC 8) nonconcurrent any other live loads. Max Grav �jth 2 = 705(LC 1) 5 = 582(LC 1) LOAD CASE(S) Standard i FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-932/756, 3-4=-817/818, 5-8=-571/615, 4-8=-566/611 BOT CHORD 2-12=-392/432, 2-13=-838/828, 6-13=-838/828 WEBS 3-6=-202/395, 4-6=-848/848 PLATES GRIP MT20 244/190 Weight: 64 lb FT = 10% ZtGads! rlessedangtll lseie.ISe'd l IDCF HOWS rUil'! URMI TIN 8 (?p";dDDS$ p1STDM.j i(49 j A(raDAir ;dFNI' Iwo. Tuq lesip p—ders mlrededes safssrerss Bes aLniyjTF:; al IN Maya. Toren D! It 1daests Slfd!tire ese. Mu ft-he slefel ofit TOO, ca!T VIkuaemrr:atts sillksIII h as,1211 Is et,01 AseTrnslhsfp hParsil e. Sp5dIP 6CeeLrtlesatl ro sFrlDD rerreseds Ascuspildit. pdet5101tI tL(H!flR Rer119lllllt br It, lfS!IntI M.e S�F�..FTr1ef L?rld!I ttlitlW%Ir.ttlerT.'FL TFRLspxtt�Wnn.Iarcp<nmut:,smekury Anthony T. Tombo lll, P.E. adestdteis Tress:tn11161 3lslke Impaililb dlle 0aeetFaOneisca:eri:fd rp9 Bale li lees Oesipee,m Dx nandd Gv ItC,a:4(Fdtie6s4kx!islsds ral KI. Tee ig—Tellke TOD edn.fieflese dtis inss.udefiq RrA'wy srs�ge, isshlldin maErn gs5dt:a nor LeysaskaNd a 80083 Ire tu;'lxD Des�gret Fdfitef.Al!x'ss sdaa:udsiDD "fie putatod gnlslasdflttuf rl4tepaed Testyla mfDes{IrSl; plfishakl IRMSlltaerehitxvf rpanlplsen—TFSI EnSLIs!lf:espm!Sd:nes ssad:iss tT;lti!rss Dedgeer,i!rss Despiegireresd rnsstlsnds^c+.es, sa'ess - 4451 St. Lucie Blvd. rle.ise Usdllo(e9md Opuses. it vrmq lldl heft Isufai lie Tast DtAa Esgiaer is 10 ttx Wt.;DFf3ser,I,Tnss Sl4ea Etilaserdor Wfisj. An t*�: 'adsras nest acted lsml. Fort Pierce, FL 34946 Copyright RoofLusses-Anthony1.Tomho111,P.E. Reproductions(fhisdocument,inanyform,ispiohihite�rvitheutthe rrritlenpermission from A-IRoof Trusses -Anthony i.Tam6oIII, P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX D11 Half Hip Girder 1 1 A0260873 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altl 1 -1-4-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:48 2018'tPage 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-yAcBKOnFB Y6LxtKCIENLtV17dOHe71CBMHXibzUoYz 134-0 13-11-10 Defl. = 1/16 in 9 0 N O 4x4 = I8x12 = 1 6-2-0 7 2 0 0 7_1• Plate Offsets (X,Y)— [2:0-7-14,0-0-141, [3:0-5-0 0-2-01, [4:Edge 0-5-81 [6:0-2-12 0-4-4j 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 0.80 Vert(LL) 0.12 7-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.15 7-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 76 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except` T2: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except` W3: 2x6 SP No.2, W4: 2x8 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1350/0-7-4 (min. 0-1-9) 2 = 1073/0-8-0 (min. 0-1-8) Max Horz 2 = 169(LC 4) Max Uplift 6 = -745(LC 5) 2 = -639(LC 4) Max Grav 6 = 1350(LC 1) 2 = 1073(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2382/1303, 3-12=-444/234, 12-13=-444/234, 13-14=-444/234, 4-14=-444/234, 6-9=-644/468, 4-9=-564/430 BOT CHORD 2-15=-128012221, 2-16=-1287/2230, 7-16=-1287/2230, 7-17=-1299/2270, 17-18=-1299/2270, 18-19=-1299/2270, 19-20=-1299/2270,20-21=-1299/2270, 6-21=-1299/2270 WEBS 3-7=-182/655, 3-6=-1895/1106 82/655, 3-6=-1895/1106 1)1 Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h 25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.25 plate grip DOL=1.25 2)1Provide adequate drainage to prevent water 3)IConcentrated loads from layout are not present in Load Case(s): #101 1 st Moving Load; 4201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other,members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at join, t(s) except (jt=1b) 6=745, 2=639. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Qnger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 146 lb up at 6-2-0, 115 lb down and 159 lb up at 7-0-12, 115 lb down and 159 lb up at 9-0-12, and 115 lb down and 159 lb up at 11-0-12, and 154 lb down and 155 lb up at 13-1-4 on top chord, and 302 lb down and 235 lb up at 6-2-0, 72 lb down and 21 lb up at 7-0-12, 72 lb down and 21 lb up at 9-0-12, and 72 lb down and 21 lb up at 11-0-12, and 82 lb down and 16 lb up at 13-0-12 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, 2-6=-20, 5-6=-70 Concentrated Loads (lb) Vert: 3=-72(F) 4=-154(F) 7=-302(F) 12=-115(F) 13=-115(F) 14=-115(F) 17=-59(F) 18=-59(F) 20=-59(F) 21=-54(F) li m!lq-nn:enuttgMpn,a,v m! •Ad i0Df 0USg6("SEtIEt'f 6CF:ISt TEWS 8 C4f;d116!'S (1g7Dk,t gtna; atetDwt[ satMr tllT- Tlllh dltigl g0.ndlfl Yit R^-A 031?t it tlit TlfilS DNi43 Dln'19gflp�J lfl nt AtnkpT. TR4gi C!, q.E MlflAl Sgl4!S?"H'I He. 99n1 dh*r1 sIdd nnl gDD,.rr NJTekulremq:dtsslditnsel bt tie IDD to h,il*AseLlst Desigl6gin(t ji e,5geadlp belr.!>. tlt ud it lie paL59udtuaed(grgnAllittp�r ne lts!gaef nes eTn/silgnlhtneTINtadg, nldl?N.Rtfls'gn t5lmpilr..hKaptudlins, stanllty '•lW!( nis,iuit ln[filsttSlgpo6.b1�t1Udglialell-0isl lit enn1lwutl!H"lIsgilqlgdd! qut ti:le—sin,rnSeiO-Theeis!.(4uwCli.t!taiquIlk, nlitq Dlsilwlm P.aindtdd la t, nr It' WthIt(d hx.16.4 nt our 91. Th stpul d!it TOD W. ,, fieli is, dne Trim Wt.W.34rigt, ustlkite ni gnapbun 6spa:tpd AnthonyT. Tormbo III, P.E. .E. ttfghr! wunrgl,t!uIsmNIA IDO.Alahmaintt.111l424171WHEAttenfeetith, 111-1 z isTintllsNOT Ot6dliagftger,0ossiA.bptr2uirri47nqe451 St.Lucie Blvd. EopfTighl9)2016A-I Roof hussts-An!honyLTomboIII, P.I. Reproduction of ibis dowmeni, inially form, is probibihed without the w6nen pemissini from A-1 Roof Trusses - Anthonyl,Tombolll,PFort Pierce, 34946 Job Truss Truss Type Qty Ply A0260874 WCAS6511'DBX D12 Monopitch 4 1 Job Reference o tional Ai Koor trusses, rorr rierce, re- xa4o, uesiynLd Rr u55.WOi Run: 81120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:48 2018 Page 1 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-yAcBKOnFB Y6LxtxCIENLtV4jdNAe5dCBMHXibzUoYz 6-0- 4.00 12 4x4 3 , 4 1.5x4 o e e �J e 12 6 13 5 11 1.5x4 11 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 0.63 Vert(LL) 0.20 6-10 >607 360 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.17 6-10 >687 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 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 2-7-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 547/0-8-0 (min. 0-1, 8) 5 = 441/Mechanical Max Horz 2 = 246(LC 8) Max Uplift 2 = -502(LC 8) 5 = -447(LC 8) Max Grav 2 = 547(LC 1) 5 = 446(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-700/1407 BOT CHORD 2-11=-701/289, 2-12=-1606/631, 6-12=-1606/631, 6-13=-1606/631, 5-13=-1606/631 WEBS 3-5=-709/1807, 3-6=-653/320 NOTES- 1) Wind: ASCE 7-10; Vult=170mph.(3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed , porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) This truss has chord live load n( loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bdttom 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 100 lb uplift at joint(s) except Qt=1b) 2=502, 5=447. 6) This truss hasl been designed for a moving concentrated load of 200.Olb live located at all mid panels and at Bill panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASES; Standard designed for a 10.0 psf bottom current with any other live PLATES GRIP MT20 244/190 Weight: 47 lb FT = 10% Ynaa7Pirirhm+li!r te{'ru Me'i IGJF i1USSESi S3(fP "r.7rUlISUAi t:CNG!fY,hS (L�'1CY "{M!" 1C[a7v(FGEk'!7" fnn te>rf� Ftrtxezex.: set rest ahs ss fiisLrss 6eapa txeaiepfippldriL.'t_°xp t.lsase Il,r,r.leS:reau9etl {slue ns. ones axis! s'EKes fit1D.l {sy Nitet�iarCa plvei stelttsredfa5:f68hhl�ii, Asatnssreug�reganip.e,Sp{ra�copme fie ses'ee¢1r;<9ppsau... mll"aetas p!f!ese!ste;mpimeiag7eeFmie'arler 6edsys el rs±sh;Ir rats 3:tiaadea4+19eelr, rsea ltFl. IS. ksir¢essva sas, lret>et :aeis. it 1 Anthony T. Tombo l[i, P.E. tttaeE:ltisri ss lerrzypaiA.±p ii wynsyeai a; �f etrae 0rxa:,hr Or's:isMiersel eyreterfi:6r.faq lk. er, la fie:esc{'fieSlCof lsicdN lxa1 W034!dt miltll. ne Wwal 0OW) W flak,Al"hell; ivw` ;4eerir, ihIgt, addt ot; 14.111e 4ie;tileesi'sil'i af. �80083 Iflit�rjilp aeiipe(aft(elhN{(. AUimei 4ll tfiA5e T6c i�dR pntwitEerCdJ:iE?ie±tkete:Ysp Gspre{dSi+t{Ittuxmw¢SSri, psS6sh�iekrll ud SKl seiAeeue!`u5m;dp.itan.l!411s<asifiera;rouil�Leiml elves a(5e rrvu aeuau,irii Geupa!vgveas of tossSUaelaCxu,mleis 4451 St. Lucie 81vd, nteia,sr dt!iaeige[Lehr.I spinie e.i kr ci piArs fi,ehtd. SFtr1151 gtii§a EaY6e4i15 A5�fe{nldcy PrsiSatt.a i!asiSfiteu Et�;Ilea(an daHenl.A!I eiplaPt�la;ni ee es iefiaM is3%,1. Fort PIClC2, FL 34946 (opyright a) 2016 A-1 Roof Trusses Anthony Llombo111,p,L RepitilmionatThis domment.inany loom, is prohibited Withoutthe erlineapetmissioafrom AJtoot isusses-Anthanyl.romboIII, P.L Job Truss Truss Type Qty Ply WCAS6511DBX D13 Half Hip 1 1 A0260875 A! Roof Tmssec r-rt D; -- rl �eo.tc .�....:....�..4•.. 1 -- _ Job Reference (optional) -4s • • • • •—•-• • •—�••��, • �• • • •�• �•, • �..�.., ..�„y„`,a ,..,va.w, a Hum o. r cu s Nutt I c 20 I d Fnni: 8.120 s Nov i2 20i / M(l ex industries, Inc. Mon Apr 210:20:49 2018' Page 1 ID:W?quLer?Re?LfzLe98RjH4yHM91-RMAZYMotylgzz5S8m01ct528 1 n2NXgLQ014E1zUoYy -1-4-0 4-10-2 9-0-0 10-1-0 1-4-0 4-10-2 4-1-15 1-1-0 3x4 = 3x4 = 4 5 4.00 F12 4x4 3 w3 I I 2 I i c o- d6. o- 13 14 7 6 12 3x4 = 1.5x4 II 5x6 = 4-10-2 9-0-0 10-1-0 1 4-10-2 4-1-15 Plate Offsets (X,Y)-- [2:0-2-10 0-0-7][4:0-2-0 0-2-131 [5:Edge 0-1-8] [6.0-2-12 0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.11 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.11 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 47 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 3) This truss has been designed for a 10.0 psf bottom WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live OTHERS 2x2 SP No.3 loads. 4)1- This truss has been designed for a live load of BRACING- TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. puffins, except end verticals. BOT CHORD 5) Refer to girder(s) for truss to truss connections. Rigid ceiling directly applied or 3-6-11 oc bracing. 6) to Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at except Qt=1b) 6=441, 2=508. hV) MiTek recommends that Stabilizers and required joints) cross bracing be installed during truss erection, in 7) truss has been designed for a moving accordance with Stabilizer Installation guide. concentrated load of 200.01b live located at all mid and at all panel points along the Bottom Chord, panels REACTIONS. (lb/size) nonconcurrent with any other live loads. 6 = 441/Mechanical 2 = 547/0-8-0 (min. 0-1-8) Max Horz LOAD CASE(S) 2 = 227(LC 8) Standard Max Uplift 6 =-441(LC 8) 2 =-508(LC 8) Max Grav 6 = 446(LC 25) 2 = 547(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-837/1806 BOT CHORD 2-12=-726/294, 2-13=-1970l172, 7-13=-1970/772,7-14=-1970/772, 6-14=1970/772 WEBS 3-7=-601/306,3-6=-771/1983 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and fight ezposed.; porch left ezposed;C-,C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide. adequate drainage to prevent water ponding. WnayP"to;t Nasa^p�l{ t+%� Mt'1' IC7PRP:SES'�,Sl({I'r HYid(t i(tkS t f9ebAUNi (67CY °{Ntl ; t(C+)ftEObl,' SP.i(a, ynfi hsynFrs;atttis ttd resdwtts to t4is tms Desl9v berup(fOlnwds5 ut> y i.ttalt m,P.E.Ickrt+ae Sdrtlietm a^.. dtJetess'$t?slse sol' d0fm T", ally Ndei ameCu pldes ssf.(ddt.edM):t (G rr ke tcSi. h moss eesm Pyirtt;(i.e stedoltybp�tel,.Pot stil"0{ W upmmmfstyhrttxMytfesiiut.t�ytna�ttsytas iJler!hd!siya i 011,ims hptdis3:70Wir, Wnittl.ruinfPttsctaP'taf�iaf�set:5tu: rtdne6!!¢lltn fare b,?. s«�ro st, dAt Orx!,4t frncisdtlsn td mtr$t6xd L4;,:r,ppt u�4�citN itLtle R(ndde lttel>+I;in ndee+IIHL D: Anthony T. Toro6o l[i, G.E. P st >t �3 f ijp�tnit�SriC;7nletrfidi edMytus;ncktiy4nM(,sm ie,u.z itttdinirls4ellet(k;tsPtnsdd-'y 4451 Gtnittr�ify pdAGisxpd he, aaGt(>etexhlatiq:,re.tl gxasrrr tdbnaa'y[T..TetmhNaIVI1'aP.Fe. uUdrs; otup Eg,ss S8i fse P ild ey Pesiper.w rns Systyeit E.rtsdFtd SPil at rt'�teartdt jtu•tmtpa�fsut T+Fi Je!sH. sllt its sn(i::sKeal ian d'seiess Crs�u,Irsss('ttiSeyiertt ulinssMmlte'vtrml;ss r 80083 St. Lucie Blvd. (opyreght, 2016A-1Root frusse6s-Aetsgepeadahsan.mditisdommentinanlrmispobibildksitoutherridleopssFort Fierce, FL 34946 ymsit.bIII, P. Job Truss Truss Type Qty Ply AO260876 W AS6511'DBX D14 Half Hip 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 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 M 30'ExcepV T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 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 4-6-12 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 = 547/0-8-0 (min. 0-1-8) 5 = 441/Mechanical Max Horz 2 = 186(LC 8) Max Uplift 2 =-519(LC 8) 5 =-429(LC 8) Max Grav 2 = 547(LC 1) 5 = 446(LC 25) 4.00 F12 Run: 8120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:49 2018 Page 1 i ID:W?quLcr?Re?LfzLe98RjH4yHM91-RMAZYMotylgzz5S8m0lct52CR11VNYZLQ014E1zUoyy 7-0-0 10-1-0 , 3-1-0 6x10 = 1.5x4 11 12 6 13 5 1.5x4 II 6x6 CSI. DEFL. in (loc) I/deft Ud TC 0.83 Vert(LL) 0.33 6-10 >362 360 BC 0.68 Vert(CT) 0.29 6-10 >410 240 WB 0.64 Horz(CT) -0.01 5 n/a n/a Matrix -MS NOTES- 1) Wind- ASCE 7L; Vult=170mph (3-second gust) Vasd=132mph; OVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and Gt-C Exterior(2) zone; cantilever left and right exposetl ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 an� any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except it -Ib) 2=519, 5=429. 7) This truss had been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent ith any other live loads. FORCES. (lb) LOAD CA; Max. Comp./Max. Ten. - All forces 250 (lb) or less except Standard when shown. TOP CHORD 2-3=-571/1186 BOT CHORD 2-11=-717/291, 2-12=-1253/493, 6-12=-1253/493,6-13=-1303/505, 5-13=-1303/505 WEBS 3-6=-813/354,3-5=-652/1691 Dead Load Defl. = 1/16 in PLATES GRIP MT20 244/190 Weight: 45 lb FT = 10% Ilpiag •Pre;! 5uexgr:t+ie. tke'd' IAOFiIUSSL � SfliFr;. S[!FI![ i[tt!S t fee07GNS FL9uA; tlP[i jrSCdOY'[FOgkxkT httl, ilCM1 ltssayrtaewslcd nnaues n 1Fis _ms Wsllb L:raieg PPIa!'i! 4::rs! i.(wNIL. F.. rueev! iteelluu! ss!, t�rsoaewiss s wNlo 3/TcD, nlr Whtra�er!N pldessa:u le e;tdht elgS tbgF/Eid. rlelRbl retig9 F.•313ttrrd.,>pthi�!r[Rj3311,§�tltt^vfblFJlv'�14y!{ISS SI t'tt![48110.1 �eg:lFllSittY NJj9ttl�g nsrmkt::h ht l6t d?syl t1 �t 5331t itnsd!riEtdre�tl gl/IF,KlttiFp�.l�l!d!ti;b tetCSj�1W;�plPgtm'14R:S; FF:ilitilF Anthony T. Tombo 111, P.E. ud ueultl; inn hra71=51;^,are;rtas:xl;",'dtitCrct•.,StU�tgtltltrisi eytelrt»�ra!3ig[a:s�,ielet!eeCel pit llf,dtl6(rdde lnel enliugtr�4 anitFLl.TilnPtliladlt&u!«sfidd neural Fnts;itr;zp 4nilug, nm re,u;'stia ed k:elia; tdellfl Pl to}rai"lil7d m80083 ' ti!lydtu;tksiget nlfrtltNJtr.1➢utxssel+da'f:li?Wht grenm bvl Fr4t!:�Hdd:[+tsgf/sgnlrtsr.<[l �detzT�oe(t:SLg+lg�iidtF'il.1 SRI uli<`,Nlu?lY.;tatdgeiiext PNl4attlie tesgrlsiii0`nddHm ol'9!llstt Ce:ms;'nss hvp Fbginett alimt Ha!ItLaet,ailtu 4451 St. Lucie Blvd. 'Itr.ised+haedi"I(ofrl4reed go it wwisA%i Wiitsisrd!N. Fort Pierce, FL 34946 (Cisyligbi V 2016A-1Roof husset•ArlhonyLTcmbo111,P.E. Repichnionof Ibis dosument:inany form, isFichibitidwilhoulihearireflPermission from A-lloo!Trusses -dfll6onyLTflm6o[fI,P.E. Job Truss Truss Type Qty Ply WCAS6511DBX D15 Half Hip Girder 1 1 A0260877 Al P—I'Tn..... Pn # Dre.,.o yr 9AnAC A— ..l'1.,,• Job Reference (optional) G n 3x4 = 4.00 12 Run: o. rt0 s Nov i2 20 i r rnnc a.1zU s NOV 12 2U1 / MI I eK industries, Inc. Mon Apr 2 10:20:50 2018• Page 1 ^ ^ ID:W?quLcr?Re?LfzLe98RjH4yHM91-vZlodioVjbogaF1KJjGrQIbQuQ9e603VfgmemTzUoYx 13 2x4 11 14 15 16 5;0-0 b Plate Offsets (X,Y)— j2:0-7-6,0-1-61 f3:0-5-4 0-2-01 f5:0-3-0 0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.08 6-9 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.07 6-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) -0.02 5 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 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-7 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 = 739/0-8-0 (min. 0-1-8) 5 = 784/Mechanical Max Horz 2 = 147(LC 4) Max Uplift 2 = -741(LC 4) 5 = -796(LC 4) Max Grav 2 = 739(LC 1) 5 = 784(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1408/1384, 4-5=-268/265 BOT CHORD 2-12=-1346/1305,2-13=-1352/1312, 6-13=-1352/1312,6-14=-1388/1341, 14-15=-1388/1341, 15-16=-1388/1341, 5-16=-1388/1341 WEBS 3-6=-409/421, 3-5=-1281/1334 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.0psf;. BCDL=5.Opsf; h=25ft; Cat. 11;,Ezp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.25 plate grip DOL=1.25: 2) Provide adequate drainage to prevent water ponding, 3) Concentrated loads from layout are not present in Load Case(s): #101 1 st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load. 4)IThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 5) 1* This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 'Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=741, 5=796. 8) This truss has been designed for a moving concentrated load of 200.01b live located'at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 202 lb down and 285 lb up at 5-0-0, and 89 lb down and 139 lb up at 7-0-12, and 136 lb down and 172 lb up at 9-0-12 on top chord, and 152 lb down and 3121b up at 5-0r 0, and 58 lb down and 117 lb up at 7-0-12, and 51 lb down and 30 lb up at 9-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)I 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 (plD Vert: 1-3=-70, 3-4=-70, 2-5=-20 Concentrated Loads (Ib) Vert¢.6=-152(F) 3=-144(F) 10=-75(F) 11=-69(F) 14=-57(F)16=-39(F) 3x4 II 6x6 = PLATES GRIP MT20 244/190 Weight: 53 lb FT = 10% ITMIN•11not Nattlily q,tII 11111 I13FTIa5ISi S[11f MfIll TIM I ON01101IS SPSiLN;'W'fl A'KtOYIEDoYiMP fnei. PesN,tifsya yrtativs UI rit rsrys to Nis""'I Nsip (ke rsg OPi nsa!I—ewlT.TialeIp,r.T. idfmNO Mere Ssi. UiassYk!r'Ise sN+,d a tSt 1P0, aly aLTettamkrTlaes terltie,elfmNilt.hEttw"d lsiiess Pt rya ri!neer(i.t S!t!ary Eig i'-nf,Nesedet rPnresav;maagheua Nt/irzrs �ilE".yu!erzgoesltis3:'::hbe dt W.iip el ht sNll=Troetliliheoa?k1 Daah, seerTlFl. ifileilEt ustrt s, t4,o ;!r'ss:'ilr vktdfSsi is lee t4'ta i; ses S. dM C:4i!,Ne GsieisnNti tI ns irNtt '% ut;: No ueoadrkt llLNe RtalNe hul7iCdi +tkml lry-0, Tfi '� Anthorty T. Tombo III, P.E. gF ➢ �f !9 q fu!• ) rnntktsts!•14ateFbelE eANi iress, ms6pySallulsq,�t:�,z: itiredknog sEtg tt airesliunilga'. ' 80083 tte hddvt Pi;igm aiftrhxut.SllotftsslMo'kti: tdtEterocinul4ri..e.!dtEtEr.?BsqComta9eeeSeht�Nfera:•Txa¢SleprsL�tted3rTlul SKA ci tte!eteei!t•. jera•dtihttt.T!43 dde�isNe!e;lttsd�l"Ysoal ldNl tl'x.F iS Ct ltner,'mIGe5liTlr�kw ul TaSf N9ldtGrti,eelf 4451 St. Lode Blvd, mltrF s;ldi+tlhi(xhsd tl�eel rytai.i.�kp t;:rclitsh d:eeiltSist PeslgtEgtn!is{PT rat laldio9 Pesi;eoet; casts sleh &g!rrdtrT EwEdeg, /atgieilrtei k•as ae is bat tl iii%d. (opqugbtm2PlbA-Ti;eatirosses Aorboayi,iemhalll,PE. BipoadatlioaoflbisdcrameaFioanyEarsa,NProhibited wilhoolthe xrilleopeemissinfrom Ad Roof hosset-AnfhoayT.TaebillLIII. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260878 WCAS6514DBX D16 Monopitch Supported Gable 1 1 OF Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com to of Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:50 2018 Page 1 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-vZkxlioVjbogaFl KJjGrQlbPWQiZ65JVfgmemTzUoYx 4.00 12 1.5x4 1.5x4 II 4 7 5 4x4 = 6x6 = Plate Offsets (X Y)— 12.0-4-2 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.02 1 n/r 80 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-P Weight: 36 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 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 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) 5 = 349/8-1-0 (min. 0-1-8) 2 = 458/8-1-0 (min. 0-1-8) Max Horz 2 = 204(LC 8) Max Uplift 5 = -190(LC 12) 2 = -258(LC 8) Max Grav 5 = 395(LC 21) 2 = 458(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-429/450 BOT CHORD 2-7=-648/429, 5-7=-648/429 WEBS 3-5=-508/768 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=O.18;. MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)' This truss ha 20.Opsf on the bi rectangle 3-6-0 t bottom chord an 5) Provide meth to bearing plate ! joint(s) except Of 6) This truss has concentrated loa panels and at all nonconcurrent w LOAD CASE(S) Standard > been designed for a live load of ttom chord in all areas where a II by 2-0-0 wide will fit between the any other members. nical connection (by others) of truss 3pable of withstanding 100 lb uplift at lb) 5=190, 2=258. been designed for a moving I of 200.01b live located at all mid )anel points along the Bottom Chord, :h any other live loads. Wo,q-P4ast fitllegi!if0wfit *11 IGgfFNSSES?S2(Er?,eElEtlE Mob t(-0MbT!311(CO'IOil rtNFI>1(DOWI MAT'fits.ynd!lsi"pjytivus Wftal gets" lls ir3fs Omit, C`1mi'Fialleletoat F.Ti.i.1!1JI.Wor'"IPool leete nx Cuss e'Se.ist ct!edmdtT B,s!¢ mirt�s�lrxtgtdlsst dlet;taf?t»ltp nklrt isattllsEafjevljpr;ggEa;!?t,N ne serifs at r0tttsmos0w1fiste0'esr'dts'nimyso';41,51m5!DMths1dsop.1 no 1!jjM.N1aldt,njosltta. n: dugtimfq;$c-::ls !pry Anthony T. Tombo III, P.E. ednitdtk;IRSS ls?¢rr>tai?s rtsrsaszilsj tt@t Nov., 6, O" s ntSsated gels Na'lk'e.0 -tw,to Cir twof1fif 11G 61 Wtfd✓i 1KA t'13.3 i6�lWfFEI�I.T7opreel d'kaPiOdR(Flddi;t0.. iSf Trots;tsd'Nhionq triti95i;lE�l�fl Wd l?etCj Sid it tot ?llpmkil-#F. 180083 dlr.11dl(g CvfiptsfAdEWlta,7ir.1049ts III id.N TO3ltl RR dhr+i;eddaefiyt(e!ls:hpedepW ft •e" ai tits siretld. ile tes; Prsi astitihF lheididit Uri cleans SFstem h;i�tr: 4Dn, hrilti f' h!ud!!?asari niefild itTPN. 4451 St. Lurie Blvd. Fort Pierce, FL 34946 (opyrigbl02016A-IRoof Trusses • Anthony LEembeEO,P.E. Repiodoni000f[hisdomm!ofincoyItem,isptabibitediwBbauubetrtideopetmissiaclremA-liunllmsses-MthdnyT.lambnll],P.E. Job Truss Truss Type City Ply WCAS6511DBX D17 Jack -Partial 3 1 A0260879 AA 0....t T—..-.--- C—.+n:_-__ n: non •n �__•__�_�.-___ _ i .-. — .—_ Job Reference (optional to'l 2 0 1� Offsets 10 4x4 = .Use. O. ecu, tvuv iz <u l t r-nrn: ce. lzu s Nov -IZ"zul i MI IeK mausmes, inc. Mon Apr 2 10:20:51 20187Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-NIHJy2p7UvwhCPcMRn4yW7dygQCrY3etKWBJwzUoYw 5-4-1 8-1-0 5-d_1 4.00 12 1.5x4 3 iE LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.25 5-9 >376 360 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.39 5-9 >242 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) -0.01 5 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 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 458/0-8-0 (min. 0-1-8) 5 = 349/Mechanical Max Horz 2 = 205(LC 8) Max Uplift 2 = -258(LC 8) 5 = -190(LC 12) Max Grav 2 = 458(LC 1) 5 = 395(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-423/392 BOT CHORD 2-1 0=-228/275, 2-11 =-576/444, 5-11=-576/444 WEBS 3-5=-526/683 NOTES- 1) Wind; ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-C Exterior(2) cantilever left and right exposed ;C-C.for members and forces & MWFRS for reactions shown; Lumber DOL=1,25 plate grip DOL=1.25 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=258, 5=190. 6) This truss has been designed for a moving concentrated load of 200.O1b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurent with any other live loads. CASE(S) 1.5x4 II 4 Dead Load Defl. =1/8 in 5 6x6 = PLATES GRIP MT20 244/190 Weight: 36 lb FT = 10% Ikunay•iizase dssarlUf reNwl:t'iiSt9f11USSB (S1Etf^ 5(Sllll@St:OpOm7MS(t?3TGM"tU'FI;I(lrjoiiEOS.'l.`t1'S4'.1,ti Anil lxesenlall fell sells w tis rs»s fink, lirukl oD oda-as:aey T. Unit V.I. Welts Shell Wert it!. 2dees 95nvist uMdms6e yi0, sdy flQetemxCtstteles shA Se esdhinelfi3htesdf4 ii,a SRes Ses:p brikirlia spfvltybpmx Ikestd 01, r0apsenss w taellary o!�Srehspwo]iszesuytts$ms�'2rhr 610sip el f� saSle TsessdeiiGeCeq'N18fell, WkilSll, rfe blip ismp s, �»sy adlois; seldiGk i ninedl'sis Tensbi.1He!tagisfirrtljmii:nydin Gvee,ht Pce<.�stdter ttdgttxtt6a of uups�l ls5t ageaa'fit X61(t(ts4weetlm"iiy itllwSlitL TeesFinlOttl2l edee(IieUseOr`a Tins, ii(W9h Ciit,sxre,e, ktiiiatieetd WtiSg s4e0fePt srlwsnit^:ld Anthony T. Tombo li., P.E. ' 6tt7luWatf0((tenxlir,inteiWritbIkeri)tolNmrctnolpf..eesRibliic(asaentS Mxvm.aiS9e1:iMb4FF1dStGxefdNttlRlfY IeiixulfFik!Azitie(FStiliiLsYabliLtsd3tTgsses:rai:,Sresihtupfelmastilmigndirt—,eRns 80083 S• p p 9 t3 a thtf (� . F� pa;t S N eleertia Sdinli, S tuhxl rptd ep>BiFrislky ii lotus ipdrti. itAim[tsip W, aw4koi fie ldliq popme-jissSystem rsrerzsdm, WaCni,1 uliltind ltiasxtn(afiett ielFF1. 4451 St. Lucie Blvd. (opyligfstu 211NA-1Roof rrusses-ArthonyLlmhoil1,P.E Rhpadunioaolihisdc(umsal:iAaaylmm,WpmhihitedxithoullhsxfittenpefmissiouhaaA�ILooiTiusses-AnthonyLloa:holii,p.t. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260880 WGAS6511LDBX D18 Half Hip 1 1 Job Reference (optional) Al Koot I russes, t-on F'lerce, rL istu4o, ees!gnLa-nruss.wm 2 3x8 = Run. 8�120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:51 2018 Page 1 I D: W?quLcr?Re?LfzLe98RjH4yHM91-N IHJy2p7UvwhCPcWtRn4yW7VjgS7ra2etKWBJwzUoYw 7-0-0 8-1-0 B1 8-1-0 4x4 = 1.5x4 II Dead Load Defl. =1/16 in 3 4 10 5 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.13 5-8 >716 360 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.19 5-8 >499 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 5 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 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, 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 quide. REACTIONS. (lb/size) 5 = 349/Mechanical 2 = 458/0-8-0 (min. 0-1-8) Max Horz 2 = 186(LC 8) Max Uplift 5 = -178(LC 8) 2 = -265(LC 8) Max Grav 5 = 395(LC 23) 2 = 458(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-224/349 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 fo"r 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 6) Provide mech[ to bearing plate ( joint(s) except Ot.- 7) This truss has concentrated loa, panels and at all nonconcurrent w LOAD CASE(S) Standard ;s) for truss to truss connections. [nical connection (by others) of truss apable of withstanding 100 lb uplift at ilb) 5=178, 2=265. been designed for a moving 1 of 200.01b live located at all mid 3anel points along the Bottom Chord, Ih any other live loads. PLATES GRIP MT20 244/190 Weight: 40 lb FT = 10%. Evowq- Eau bmphf0.tit ':?IgOi iIOSSESi SIt(TF:Nfltl TiNsiCLX0716YS(CSTCtl;"FU!it',:{C1?,7YL[D£Y:SP iN4Tt1;NatFwFYt3tmnittal nItsuflii Tntl UtilS![�tai¢r„ggj0lg?k!�if I.IEaSt R,FEFderfE<: Sinl Stbltnt. Cftis6!ftnrne m(mNU0.W, Mii±tmae3As lloesske!I 1 tredfa±a:100hhtcid 13 a ims Nip Etsfoet{ix,spngfopm,9,Its. ea e�pTOur,ism'sst.114std1.p�thssica?top:�±nsgrei[ws,3:'arlo iks etifptdr iy!±btst a±p!aetwLLtl'•0 telr, eater7[tl. ikt 3:3iF: nivxF:xes !tarpp xd"itei; t: _`iry A,9thomy T. Tombo 111, P.E. `^[d ¢tteit E!tdi lnu ltt ¢p tAgi;;! npros ht Ow,!St ontfs"mad q,onxtR'44 ikipa,hrto ffewt!!lt 11LAi1k.4M txtl br0aultug ri 1.4 1. b: ajpittd�9t G8ttt txpfett edP_7nn,hts*O+»airq. sh�ra Aikrt'he o�(t toag skdlaatnftaaiisihf a'. ? 80083 ht t4ltiq [:si(¢it a!(tihadEr. Aliaim stlWA'atFr; rKtbtrneaiut ls�!:ntidd±tatz`xq(a^paemSd±tj!dcta8:w{i;i'l `i kliflui SE(Am3eeetalf g.:rip=ii...lp4lte.,,35en;p,$AiG a©dl4rz3 tl3tl",w,u m,tn335tm[±Iaeu.i i'.1-kh,o.d"tr, tss 4451 St. LUde Blvd. aRtt«!utdutt krE(wha;l tyrcedgce it vr: mgkpcil¢lieJ(i!aptt. iht Liss Otfi;n[ryatais SJifttD4!diti btt!I!tt.tzr:mE$nhmlFsit±ts tiatl kaiilitg..tii upihi?;a lxm cusdtficM it1F41. Fort Pierce, FL 34946 UpytighIC2o16A-1Rootirums-AnthonyLTsmbo111,U Repmdu3ionofthisdommeni,inanyfarm,isptohibite�withoutthewiittenpetmizioe(temA-lRootbu3lei-AdonrT.Tnm6ulll..F1 Job Truss Truss Type Qty Ply WCAS6511 DBX D19 Half Hip Girder 1 1 A0260881 Job Reference (optional)N,. �01 1 — race ,rt—. V"U, ucstynitud to 3x4 = 12 t,t t. o. U 5 sVov t < zu t t ruin ; o. l zu s tvov -I z zui i Mt i eK Inoustnes, Inc. Mon Apr 2 10:20:52 2018' Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rxriAOgIFD2YgYBjR81JVjgqCErDa?No6 FkrMzUoYv 5-0-0 8-1-0 s-rr_n `1_, 12 B1 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.04 6-9 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.04 6-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-3 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 = 574/0-8-0 (min. 0-1-8) 5 = 642/Mechanical Max Horz 2 = 145(LC 4) Max Uplift 2 = -398(LC 4) 5 = -438(LC 4) Max Grav 2 = 574(LC 1) 5 = 642(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-855/571 BOT CHORD 2-11=-568/764, 2-12=-572/770, 6-12=-572/770, 6-13=-590f797, 13-14=-590/797, 5-14=-5901797 WEBS 3-6=-197/373, 3-5=-910/674 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5,Opsf; BCDL=5.Opsf;, h=25ft; Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Concentrated loads from layout are not present in Load Case(s): #101 1 st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load. 4)IThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 5)I* 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) iRefer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Gt=lb) 2=398, 5=438. 8) This truss has been designed for a moving concentrated load of 200.011b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 267 lb up at 5-0-0, and 87 lb down and 121 lb up at 7-0-12 on top chord, and 143 lb down and 218 lb up at 5-0-0, and 55 lb down and 22 lb up at 1 -0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of In the LOAD CASE(S) section, loads applied to the of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 ,lPlate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 6=-142(B)'3=-141(B)10=-78(B)14=-48(B) 13 14 1.5x4 11 6x6 = PLATES GRIP MT20 244/190 Weight: 42 lb FT = 10% we'AN-Fw$ts$trt gasg star.dt'A?rr-3fTiOSSTS;Svitr).E'1Ed:E Rus S rOMDMONS[MON rINEI ASrs YlE0E1R°*.7'?era., teri.,Ets arvesettrs tad«nd cats of IVI trots 6tiign xt tg DO) Woe 4e WIT. Ta hfiLtE.stiffsa SW idw 9s!.W8+;vU.ist Wdwtta TDO, aly {, 8dtktater�slats ifRlet tSedTefatTD'hklt5i is 9TiPti D,i.$, Eogitat((s,. $gtf kEGj:9eNI,Rltaut£Ir DttgFttt9;ae�tgiditl0.ihl g'tlltiial Esgts?tt jtagGttO�liti/fie dtSljtdt14f13gitTleiS t.gl^tdadtTOD eat, adUgtFi, rrdagaaapas; blsgaeo." leash Anthony. TOtilE-ts 111 P.E. ad e;edl�siast hr etg -giskt nsfta 3.sgd1M C+•a,�iD.ar's cdkn udsgtdux'abr'€q Devga,pt+tts:tx;e'CtlgCl4e R{tKtEt ltal lti!ttgtKta+d llTl. is stpsald! P9 cK aslit8es!dtet imss,ahegiwrnr slurae,s;z"taitadSta'vt daD ltMmgmsuit'gd Y r 80083 t ' Mt7fag[svpar at.ifiatw. lDades isMa7tTt7trdCtgn+its ed grtSt: sssdk3re ryran)neaSahfs ldetet*ta(l$Dgaafvtdi.ii ad$r dot sdeaadls•. geaag=ifvp. W1 hks 6t suf."bi s"IiM,dhtissi Otsimt',.ms Dtvga Rpm miinssNaAat'aa,wlns 4451 St. Lucie Blvd. slltmiat dr�t�td lrsGahna tgitd ryeta 'glya. gsiusEtdtd:tt foss Dtsi}a Ecgaztr is sSt Mtldidni Otligaca ras S,sleaEtg'att=dts,S ldiay. LlagilalaNlt;nsct es dthete is TFSL • I FortPierce, FL 34946 (apyrigbf;2016A-1Roothussts- Whey T,Tomb 111,P.E. Reptodustionof1hisdotumeal,inany folm,ispiobibitednithoulthe tttrtleaptimissiaeItem A-1Roof husses-khonytiombo8),P.L Job WgAS6511`DBX Truss EG6 Truss Type Jack -Open Girder QtY 1 Ply 1 A0260882 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 8 e 5x6 = Run: 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:52 2018 Page 1 ID:W?quLcr?Re?Lf7Le98RjH4yHM91-rxriAOgIFD2YgYBjR81JVjgp?EpMauLo6_FkrMzUoYv 5-10-0 1.5x4 II 3 4.00 12 4x6 2 1 _ w; B1 K 5 10 11 4 3x10 11 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 0.42 Vert(LL) 0.05 5-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.07 5-7 >967 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 30 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 191210-7-4 (min. 0-1-9) 4 = 2091/Mechanical Max Horz 1 = 118(LC 22) Max Uplift 1 = -837(LC 4) 4 = -933(LC 4) Max Grav 1 = 1912(LC 1) 4 = 2091(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2981/1273 BOT CHORD 1-8=-1293/2842, 1-9=-1288/2830, 5-9=-1288/2830, 5-10=-1288/2830, 10-11=-1288/2830, 4-11=-1288/2830 WEBS 2-4=-3048/1388, 2-5=-770/1854 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust). Vasd=132mph; HVHZ; TCDL=S:Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss hE 20.Opsf on the b( rectangle 3-6-0 t bottom chord ant 4) Refer to girder 5) Provide mech to bearing plate t joint(s) except Qt 6) This truss has concentrated loa panels and at all nonconcurrent w 7) Hanger(s) or ( provided sufficie 1164 lb down an down and 522 lb 503 lb up at 4-1 design/selection responsibility of 8) In the LOAD ( face of the truss LOAD CASES Standard 1) Dead + Roof , Plate Increa Uniform Loa( Vert: 1-3=-7( Vert: 5=-11 been designed for a live load of ttom chord in all areas where a ill by 2-0-0 wide will fit between the any other members. ;s) for truss to truss connections. Inical connection (by others) of truss apable of withstanding 100 lb uplift at tib) 1=837, 4=933. been designed for a moving i of 200.01b live located at all mid panel points along the Bottom Chord, th any other live loads. Cher connection device(s) shall be it to support concentrated load(s) 1 534 lb up at 0-10-12, and 1163 lb up at 2-10-12, and 1165 lb down and 1-12 on bottom chord. The if such connection device(s) is the E(S) section, loads applied to the noted as front (F) or back (B). .ive (balanced): Lumber Increase=1.25 e=1.25 i (plf) 1-4=-20 Loads (lb) ;F)8=-1164(F) 11=-1165(F) Nlwq•ritw ftwo Ett;t. th i 10FT(USSFS' i(tT°,.Infrel TBNSt iDADTJRfCDSTCY^tU:EI'jd(Yt7i'.(D"oi':5P`:ra.TO, tts`�.pxtau£is WWIides tetki£Tnf£DripVtsig80Dita!!atk!imf T.(taitV1.I,1arusSilo! Watrst. UF'e!s£5awist tm'tfw�eTcO, nlT Nddemr�rriales s1t91e tstiMr ID h!<t6i(lsatass^.tanbiatrrlit.,Sieet!!spttaLP�e se2tE esrf 9rs>;esaetatattltuaPs £tdeuiEc,i Pisan Eestms k;irhE"+isip Aral sfE3le irEn isti;Elw^„aT"D1fIr,N/tfirGl. r9'. �tSit6 f!SrS 5; It9£915E:.'tt!;S :lih Anthony T. Tombo 111, P.E. et(r!t£T ibt Tres fit .194 ii;'a ftipEtleS:'tf alit owt!t, 6tgrEaYEtiktrtr(gatrkly:rog Dt.ys ah,a foOrif X tit Motile hul Pj!t,4 Baal T10I,Ai t}pNd d Qe T'D n( t itt8atalla Dili; ixsj htiour, sfagr,s!a: e5a tsl kuor lid It At usratsti,i,'f 0. .", 80083 I11 Zell6tr D!fi§ttEpi(Ed1A14E. �(IINE:SfetlAcSETDDitdfOz (ltea}/F(gt�EE`:LSa2E4r:':€g(txtura Sdtry Maaaw{7hiD ta5Ts5t1 ' S*TNulS!(Imifattst!(a:,£taM ri tmxr. T!pi 9ts�ts Se stspstail":ef tsilnm ll;S:Rtil Dii�4'a; Sltfi Dla}irE£IRtH af(ISYSf {itE6(t[Hlt, ttlltit 4451 St. Lucie Blvd. dM.isr(tlits(Irtbtda;tea(tpa;it.2igkytsipetusbnGel.Tftl"uDrstrabr-1sti6Tiitrtll6gDtjwxTftssSTsitm,164Y6litr161fill.f'I'IthIn lemattiilfil it IN. for', Pierce, FL 34946 (eppight�'2AS6A-1Rooiimsses-Arl6onyi.TsmboIll,P.E. Reptodartioaefthisdtmmtn6inany icrm,isp£ohibittdalihnulThe setittenpetmissionItem AIloaf hostel -AoihanytTomboill,P.l. Job Truss Truss Type Qty Ply WCAS6511DBX FG1 FLOOR 1 3 A0260883 Job Reference (optional) .,, r\UUI , I uses, ruff rielce, rr- rlayo, aestgnLa itruss.com Kun: i3.12u s NOV 12 2U1 / Print: a.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:53 2018'Page 1 . ID:W?quLcr?Re?LfzLe98RjH4yHM91-J7P4NkrNOWBORilv?spY2xCu?e1 mJM9xLe?INozUoYu 3-4-5 6-3-1 9-1-14 12-0-10 14-11-7 16-11-8 3 4 5 2-10-13 2-10-13 2-10-13 2-10-13 2-0-1 Dead Ldad Dell. = 3/16 in 2x4 11 8x10 = 2x4 11 4x12 = 2x4 11 5x12 = 1 4x16 = 2 I 4 5 6 7 T1 T2 W1 2 2 4 N s: W5 B1 c s 15 16 13 17 18 12 19 20 21 11 22 23 24 10 25 26 9 27 6x10 = 12x18 MT20H8= 3x6 I I 6x8 = 3x6 11 10x14 MT20HS= 4x8 = 3-4 5 6-3-1 9-1-14 12-0-10 14-11-7 16-111 2-10 13 2-10-13 2-10-13 2-10-13 Plate Offsets (X,Y)— [3:0-5-0,0-4-81,[5:04-0,04-01 [7:Edge 0-2-4] [9:04-4 0-5-01 f10:0-4-4 0-1-81 [11.0-1-12 0-3-121 [12.04-4 0-1-8] [13.0-7-8 Edgel [14.0-4-8 0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.79 Vert(LL) -0.35 11-12 >560 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.57 11-12 >348 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.09 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MS Weight: 333 Ib FT =10% LUMBER - TOP CHORD 2x6 SP 240OF 2.0E 'Except` T1: 2x6 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP 240OF 2.OE *Except` W1: 2x8 SP No.2, W5: 2x6 SP No.2 W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 14 = 10427/0-9-0 (min. 0-1-11) 8 = 11611/0-4-8 (min.0-1-11) Max Grav 14 = 10427(LC 1) 8 = 11611(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-8174/0, 1-2=-21034/0, 2-3=-21034/0, 3-4=-36695/0, 4-5=-36695/0, 5-6=-16537/0, 6-7=-16537/0, 7-8=-10921/0 BOT CHORD 14-15=0/2092, 15-16=0/2092, 13-16=0/2092, 13-17=0/33743, 17-18=0/33743, 12-18=0/33743, 12-19=0133743, 19-20=0/33743, 20-21=0/33743, 11-21=0/33743, 11-22=0/30835, 22-23=0/30835, 23-24=0/30835, 10-24=0/30835, 10-25=0/30835, 25-26=0/30835, 9-26=0/30835, 9-27=0/1221, 8-27=0/1221 WEBS 7-9=0/18424, 1-13=0120323, 2-13=0/320, 3-13=13733/0, 3-12=0/3429, 3-11=0/3191, 5-11=0/6334, 5-10=0/3338, 5-9=-15450/0 1) 3-ply truss to be connected together with 1 Od (Oi 131"xW) nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 Oct 2x6 - 2 rows staggered at 0-7-0 Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2)IAII 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)!All plates are MT20 plates unless otherwise 4) Bearing at joint(s) 14, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing 5) Recommend 2x6 strongbacks, on edge, spaced at 1010-0 oc and fastened to each truss with 3-1 Od (0.(31" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 962 lb down at 1-2-4, 1183 lb down at 1-6-8, 962 lb down at 13-2-4, 1183 lb down at 3-6-8, 962 lb down at 5-2-4 1183 lb down at 5-6-8, 962 lb down at 7-2-4, 1183 lb down at 7-6-8, 962 lb down at 8-2-12, 1183 lb down at 19-6-8, 962 lb down at 9-11-4, 1183 lb down at 11 j6-8, 962 lb down at 11-11-4, 962 lb down at 12=11-4, 1183 lb down at 13-6-8, 2298 lb down at 14 I11-7, and 1183 lb down at 15-3-0, and 447 lb down at 15-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. CASE(S) and i + Floor Live (balanced): Lumber lase=1.00, Plate Increase=1.00 xm Loads (plf) 1-7=-120, 8-14=-10 :entrated Loads (lb) Standard Vert: 9=-3481 (F=- 1183, B=-2298) 13=-2145(F=-1183, B=-962) 10=-962(B)15=-962(B) 16=-1 183(F) 17=-962(B) 18=-1 183(F) 19=-962(B) 20=-1183(F) 21=-962(B) 22=-1183(F)23=-962(B) 24=-1183(F)25=-962(B)26=-1183(F)27=-447(B) Gedq � flnse t1mrlHller!er Ise't-I IOGE IICSSES i'SEIIE['j CdB:ltt IEWS d Nppll[YS NST7NS Sl'P:l j A(t!IOibLCCME� Inz. Tnttlesiga r¢Eaelen aai«sdndEs n Itisina Cesen ha+iy{I[4j a3!FR tnsEErl. Tsxla u!, ritderette slest5eae He. Udess Elle!risE uefel,atYe ipp, m'J NlilkoseMn�:ees si9tEe aselUr Bx ipp!ahndll. sseLnspenll6prxnji.e,spendtlFlnEeer;.tlEtl/I II I,Ttaa QlRltdE InE1Qr.Cl:ldllE rtaiEsllnEllE(EFEfllr naillE!EIInr!aE1lNESljadllls:cPETrnslrrinlM1atleTpD aEir, rafnl?Fl.t&iesnaEEeattnrr,!,Ksposdnxrsamnry' gnthon T. Tomba III P.E. d nedtiu&ss&r EEE IEiliirg is ih reslxsik!q d!x!huctke 0.�n's eS EurlE;ed er ne kitlilp gd!lnr�nteEnEhddfu IK,611r.14' el Emctilnli s:; KI. Tit qkr !dtEe TCp ail gb9f mt dFieinss,IndlfiEglW!ie}sz;ElE. iashlldirvrul tnrsg slil!hE lCe rz!rmsl:!:hd y, STomb ' as lagJls a EdQcren.!! gxs e!omhttel pEd Serr�ttsolpldrtdO:M!ligGrtrumSrhryltemdn tQfrEHnWhpi7lvdSlfAn:sderaeat gEnmampetrtaSasaEre:lEn lames e�m:isda:rnn re gn.r:espespe apse caams;rndlnEr,w!ess 4451 St. Lucie Blvd. . EiEMulEflrtlEyaGb:rctrpeEdaNEnvri!igYrdlrm:Erin?niThTsuRom EaTim,isNOT @eta!lagCEsinn,"Toss s7u:nEar!lme.ofWIhnr.All Ew!'-dfemsuEasWiwi 15mL Fort Pierce, FL 34946 (opyrighlD2g16A-IRod Trusses -Anthony T.TomhaIII, P.E. Reproduction ofibis document, in!anyform,isprohihitedwithoutitwritleapermissionhomA-I Roof Trusses- Anthony L Tomho 111, P.E. Job Truss Truss Type Qty Ply AO260884 WCAS65115DBX FG3 GABLE 1 2 t1; Job Reference (optional) Al Root I russes, Fort Nferce, FL J494b, eeslgnLanruss.wm Kun: 3-1-0 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:53 2018 Page 1 I D: W?q u Lcr? Re? LfzL e98 Rj H 4y H M 91-J 7 P4 N krN O W B O R i l y?s pY2xC?s e 8 LJ KAxLe? I N ozU oYu 11-3-13 15-1-4 Dead Load Defl. = 1/16 in 1.5x4 11 3x4 = 1.5x4 11 4x8 = 1 4x8 = 2 3 4 3x4 = 5 6 W1 W W3 2 W W3Lj 4 W1 _._ __.... _e 81 d• 13 11 14 10 9 8 7 4x4 11 4x10 = 2x4 11 2x4 11 4x10 = 44 11 3-1-0 5-10-4 7-10-1 11-3-13 15-1-4 33 1-0 2-9 4 1-11F13 3-5-12 3-9-8 Plate Offsets (X Y)— [8:0-2-0 0-2-01 111:0-4-00-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.16 9 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.25 9 >694 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017(TPI2014 Matrix -MS Weight: 170 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 3) Unbalanced floor live loads have been considered BOT CHORD 2x6 SP 240OF 2.0E for this design. WEBS 2x4 SP No.3 `Except` 4) Refer to girder(s) for truss to truss connections. W1: 2x6 SP No.2, W4,W2: 2x4 SP No.2 5) Recommend 2k6 strongbacks, on edge, spaced at BRACING- 10-0-0 oc and fastened to each truss with 3-10d TOP CHORD (0.131" X 3") nails. Strongbacks to be attached to Structural wood sheathing directly applied or 4-9-6 oc walls at their outer ends or restrained by other means. except end verticals. 6) Hanger(s) or oher connection device(s) shall be BOT CHORD provided sufficient to support concentrated load(s) 534 Rigid ceiling directly applied or 10-0-0 oc bracing. lb down at 1-104, 534 Ib down at 3-104, and 534 lb down at 5-10-4, and 1847 lb down at 7-10-1 on REACTIONS. (lb/size) bottom chord. T e design/selection of such = 3044/ (min. connection device(s) is the responsibility of others. nical 7 = 2308/Mechanical 7 230 Max Grav 12 = 3044(LC 1) LOAD CASE(S) 7 = 2308(LC 1) Standard 1) Dead + Floor Live (balanced): Lumber FORCES. (lb) Increase=1.001 Plate Increase=1.00 Comp./Max. Ten. -All forces 250 (lb)or less except Max. Com p' p Uniform Loadsl (plf) when shown. Vert: 1-6=-120, 7-12=-10 TOP CHORD Concentrated Loads (lb) 1-12=-2541/0, 1-2=-5598/0, 2-3=-5598/0, Vert: 10=-534 B) 9=-1847(B) 13=-534(B)14=-534(B) 34=-9408/0, 4-5=-5599/0, 5-6=-5599/0, 6-7=-2109/0 BOT CHORD 12-13=0/434, 11-13=0/434, 11-14=0/9408, 10-14=0/9408, 9-10=0/9408, 8-9=0/9408, 7-8=0/362 WEBS 3-10=0/1439, 4-9=0/1357, 5-8=457/0, 6-8=0/5560, 4-8=4154/0, 1-11=0/5652, 3-11=-4218/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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. itumg•Pirose 5reip!(!etRr lSe'S<r00F tEUSSfS;SHttEr.:r.TFEbl7rUlSSECnD:7s5R3t4YSCYrpMi'Stri9Ntt0.SE:'ET'ra reoh!`F: Pxc+esus ni!nivifss tirili thisUeya C:rrig(;Of�a!!u eEtmft.iezN m.Pt Eemw Shil SAmne. Misi`xc.iic s'EeEin.tett9, uf* whilitittse::�i, fiatal;x::Wes; Afton d,,Ildts ste:lEerdfir3e Estitet!it Aset..ta Guist itr(,., SPriT"YEn;-*li-e—r rD reyiimiwriiEte�iAt 0 d;1plosimieorateri;tisrcei3::trFn!:!Liu}odra 4i§liimidgihlw"el5b id., ieixlPFl, ie�.i'ah Anthony T. Tombo 117, P,E• inkto A!s tnsi liter Eritjai raftariilq dsit ow,rii'JsiNS illEiliIA trtttt! Er,!fsp gesinxlehtie^srte!IS.S IEr,iEl lil'`RCSISIttil eSliLij itdlQaEt%-I. TesiiPtili1 480083 1!! E=drVE DtiigOir edrniraiar. EII eilll fti tit t1littiD 60Ad:t §tlCtlS lid §sfttlgESLE (Se Eii�tESi2iiiPN SS eI9, I[I1f29�9tE:Sg EtJtNEG IJ ifl evd §HA ae!iftttud Y tcx!iI E.ilitte. T9FI !a!✓ns tis!x;ptiiiiL!fi0dd>iK1 /i rX PStit iiil§1N, rliii P-0SEI r1E4tF! Ut'efaSS S§SIQfCIIMIf.NL!SS 4451erce, e ler•ist tdercdrytui„cried wit.€ r:= s .t.d. lit Tlis Dei h.t", Is Of lit Wili D%i,eei: !lost friasxdnrkiaae. is n9 (op§righlC2016AT goof Trusses •Anibnnyl.tombe(1),P.E. Aepicdurtionofibis dorunits, in any Wars, is prohibited�a.uS Sq §,wff �seii i6dit7E t. E w The xtitlenpnmissioafrom AIRoof busses -Atehonyl.Tom-to 0i,P.t. FL 349Blvd. Fart Pierce, FL 3a946 Job Truss Truss Type Qty Ply WCAS6511DBX FG4 FLOOR 1 1 A0260885 Job Reference (optional) or, -• • • •�•� . �� ��,a• • •• a,{i. o. Au imuv tz zu { i r-nnc o. izu s Nov iz zut r Mi i eK inaustnes, inc. Mon Apr 2 10:20:54 2018, Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-nKzSb4sOngJF3sK5YZLna811 h2VW2kp4alkrvEzUoYt 5-8-6 7-11-14 10-7-1 14-5-13 11-8 % 22-25 8-2 5-8-6 2-3-8 12-7-3 3-10-11 3-10-11 3-7-13 zz is 5x6 = 1.5x4 11 3x4 = 1.5x4 11 4x16 = 4x6 = 4x12 = 1 2 3 4 5 6 7 I 1 18 17 16 15 14 13 12 4x4 11 5x6 = 2x4 I I 6x6 = 2x4 I I 3x10 = 4x10 = 5-8-6 7-11-14 10-7-1 14-5-13 1811-8 5-8-6 2-3-8 2-7-3 3-10-11 3 10-11 Plate Offsets (X,Y)— [1:0-3-0 0-1-121,[6:0-3-0 Edge] [7:0-5-8 0-2-01 [11.0-5-12 0-2-0][14.0-2-0 0-2-0] [17.0-3-0 0-1-12] LOADING(psf) TCLL 40.0 TCDL 20.0 BCLL 0.0 BCDL 5.0 SPACING- 2-M Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.92 BC 0.50 WB 0.96 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) -0.25 14-16 -0.41 14-16 0.02 12 I/deft >857 >536 n/a Ud 360 240 n/a LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2,W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-7 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 5-6-9 cc bracing: 11-12 6-0-0 cc bracing: 10-11. WEBS 1 Row at midpt 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18 = 1126/0-5-8 (min. 0-1-8) 10 = -191/Mechanical 12 = 2810/0-5-8 (min.0-2-5) Max Uplift 10 = -457(LC 3) Max Grav 18 = 1133(LC 3) 10 = 97(LC 4) 12 = 281O(LC 1) 1;17=0/3158, 2-17=-618/0, 3-16=-361/58, 3-14=-225/480, 4-14=-435/0, 5i14=0/2855, 5-12=-3995/0, 7112=-1173/0,7-11=0/1959, 8-11=-436/0, 9-11=-1497/0 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 6 = 10%, joint 15 = I10% 3) Refer to girder(s) for truss to truss connections. 4)' Provide mechanical connection (by others) of truss tol bearing plate capable of withstanding 100 lb uplift at jo�nt(s) except Qt=lb) 10=457. 5)I Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-1 Od (0�131- X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)IHanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 467 lb 'down at 10-6-6 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). FORCES. (lb) U Max. Comp./Max. Ten. - All forces 250 (lb) or less except IC when shown. 1) TOP CHORD 1-18=-1039/0, 1-2=-3399/0, 2-3=-3399/0, 3-4=-3551/0, 4-5=-3551/0, 5-6=0/2950, 6-7=0/2950, 7-8=0/1446, 8-9=0/1446, 9-10=-43/461 BOT CHORD 17-18=0/323, 16-17=0/3399, 15-16=0/3399, 14-15=0/3399, 13-14=0/872, 12-13=0/872, 11-12=-2950/0 WEBS 1-17=0/3158, 2-17=-618/0, 3-16=-361/58, 3-14=-225/480, 4-14=-435/0, 5-14=012855, 5-12=-3995/0, 7-12=-117310, CASE(S) and d + Floor Live (balanced): Lumber ease=1.00, Plate Increase=1.00 )rm Loads (plf) 1-9=-120, 10-18=-10 ;entrated Loads (lb) 14=-467(F) Dead Load Defl. = 1/8 in 1.5x4 II 3x6 = 8 9 11 10 4x12 = 3x8 I I PLATES GRIP MT20 244/190, Weight: 143 Ib FT = 10% Wvoq•N!ost M.001110t. WA�tCJpiNSSES(ST('1t^. EEtEIAt TEUIS t(0NDMQKS ST➢Yf`W-11)d(03#1DESEVton,!w#,rks��pminet?{snlutdetlts It Toss Desi�D•tiiep;;DPigle±:at'tsa!T,!omit li':,t,.l{festyt Sltet htneat!. Ct4isf."+e+iist s3ltltt3t tDO,t±h xiT:t{onter pMss siali to stdMtl±lU3hle !cat Asepttss Cesyiipiuer(it,Spt6 rytap-,pkes e.6y fD�mrHmsmurtihnt arks!!ifnsivf tapes±us!{espwsa'trta{bdasipv4rr. sitpie Tms dyidePaa3ti DW!, nitMr.ri±i±si;eassaxp`am,ixa7ir;anlluas: srk}:P�ry Anthon T. Tombo 111 PE eslnis(di: inssisralA?%is*.n;pwsibi'ydstt Cr{n!,T±r OritsSatsEwittdipttl lltSt�$Sp iroe!pi�hfiilea'{dfi 8t114tleii(odfitixal trlttuphltmltp61, T1t ippftd t'Stp9e±l erfieida:tw dt irrss;u{hip.Ea/siiysh+t;t,h��:e:irealE!ah3 s1a01± Aeaspasiii!'td ,*, 80083 Zt citlalupDtsips{tmlfiWPAGUIiifisftltAohiiFDratbtptC:usetdps•'a5t±tdd±tc'Lcp(axpsaetlS±M(Mna�a(PSTigikMedhiiiatdS!(laes{'ereinl:upm!dp.ii�u. T?41pt•.mifit{t;p9i5111C�Ft0d44-f'i±T!e3NitiK.tA41Ctmpbstiue.1T.,Mi(fiRtt,iAfltSf g451 St. Lade Blvd. a0acu dewtityf (nhxl sped "wit "ff4iy r, patin hnhel. ih ims Desip Eyrztet is t7i ftt lnsdhp Rtiipetr.aa'rns1psfeq [r, nrdnrytiillep. L tspihlh±! h{as at isfthetd i4 TFlI. _ (eppright02016A-I Root frasses-Artboay1.Tombe(l6P,E.Rep{odusfianofthis domment, in, any form, ispm6iDitedwithout &w6renpermissionfronsA-1 Roof iiusses-dnthanytTomb Ht,P.E. Fort Pierce, Fl. 34946 Job Truss Truss Type Qty Ply WCAS6511DBX FG5 Roof Special Girder 1 2A0260886 Job Reference(optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-8-14 Run: 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:54 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-nKzSb4sOngJ F3sK5YZLna81A82Xi2mU4alkrvEzUoYt 8-6-10 f 1.5x4 11 6x8 11 N T2 1 2 3 r` 4 W6 T1 � Wt W3 W1 W2 4x10 = A JUS24 JUS44 JUS44 &12 v 11 10 9 13 8 14 7 804 = 7x10 = 3x6 = 4x4 = 7x10 = 3x4 11 THD26-2 1-8-14 3-0 4 4-3-10 6-2 4 8-6-10 1-8-14 1-3-6 113-6 1-10-10 2-4-6 Plate Offsets (X Y)— [2.0-2-12 0-0-01 [4.0-7-4 Edge] [6.0-2-12 0-3-01[10.0-5-0 0-2-4] [l1:0-5-8 0-3-41[11:0-2-12 0-0-01 [12:0-2-12 0-0-0],[12:0-4-8,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Led PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.05 9-10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.36 Vert(CT) -0.07 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MP Weight: 107 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 3) Unbalanced floor live loads have been considered BOT CHORD 2x6 SP 240OF 2.0E for this design. WEBS 2x4 SP No.3 *Except* 4) Refer to girders) for truss to truss connections. W1,W4: 2x6 SP No.2 5) Recommend 21W strongbacks, on edge, spaced at BRACING- 10-0-0 oc and fastened to each truss with 3-1 Od TOP CHORD (0.131" X 3") nails. Strongbacks to be attached to Structural wood sheathing directly applied or 5-2-11 oc walls at their outer ends or restrained by other means. puriins, except end verticals. 6) Use USP THD26-2 (With 16d nails into Girder & BOT CHORD 1 Od nails into Truss) or equivalent at 0-2-12 from the Rigid ceiling directly applied or 10-0-0 oc bracing. left end to connect truss(es) FG6 (2 ply 2x6 SP) to back face of bottom chord. REACTIONS. (lb/size) 7) Use USP JUS24 (With 10d nails into Girder & 10d 12 = 3853/0-7-4 (min. 0-1-10) 1 nails into Truss) or equivalent at 4-4-6 from the left 7 = 1857/Mechanical end to connect triss(es) FG4 (1 ply 2x6 SP) to back Max Grav face of bottom c or 12 = 3853(LC 1) 8) Use USP JUSh44 (With 16d nails into Girder & 16d 7 = 1857 LC 1 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 5-7-1from the left end to 7-7-14 to connect FORCES. (lb) truss(es) FL16 (1i ply 2x4 SP), FL15 (1 ply 2x4 SP) to Max. Comp./Max. Ten. - All forces 250 (lb)or less except p back face of bottom chord. when shown. 9) Fill all nail holes where hanger is in contact with TOP CHORD lumber. 1-12=-1832/0, 1-2=-3323/0, 2-3=-3323/0, 3-4=-4994/0, 5-6=-1423/0, 6-7=-1512/0 BOT CHORD 10-11=0/5537, 9-10=0/5537, 9-13=0/3977, LOAD CASE(S) Standard 8-13=0/3977 1) Dead + Floor Live (balanced): Lumber WEBS Increase=1.00, Plate Increase=1.00 4-9=0/344, 2-11=-854/0, 3-11=-2463/0, Uniform Loads (plf) 1-11=0/3596, 3-9=-1038/0, 4-6=-964/0, Vert: 1-4=-608, 5-6=-120, 7-12=-10 4-8=-1758/0, 6-8=0/2767 ConcentratedlLoads (lb) Vert: 12=-1552(B) 9=-87(B) 13=-471(B) 14=-447(B) NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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. ra ley r,mst o !tq yteaa r.! •I IDDf 7mLt; sa,!II _Dwt ms I,,DIDTZNI WADp; vmr gtkOMD;SLWrf&t.. rn" itc ayrealsd tat le!I nett st tiii has Days ftaier DDlcla: i¢ mr Limit 1101 rdefws Netitfeft nL Mff l� rrf<cr (la�lT D,!!Ir dllTfSfPH!(lt pilti sle!IIl eftdrw'Sl IDDhlt lk"�. iielttSS Dti!G GtIAtw(il..Srti;q(!Tu!tA, tle sts!lela(�Drl,xtflSi®9!lrtnp!0.t!r'tlntd'E3'tf!lfyse3'd.h(F<!d!ityt dri!ti!Sit Trtss dtr4edwt+�1D5lni}udtt lt(I.I§ldesqtn;esr;rotfG9�3(5..::51f:;!4d�.':iir qusehony T. Tombo Itt, P.E. EFdt1}h1I1{Iroif lnl C£tC,;�fdjei'.{2(n(f6i:Ylt(1ll D�itt:,HtD'sµt ilPl6lfeZtd/rtG 11 ElG�'Sj iPo:'.,IA13t tEk'£G6(tS51r{<�Etir[nd Rt ftllklitnr!Ed{G}d TflI. Tn irrlittl{atT('D/ed i�j Sitldtl}(idlT(tiS;ufhi';d 9iidli3l. iMtjt.4!A?E`im Wdl:!!lfl Steel tl Al il:jiniVil'fd t80083 ftt Isddflt t4flrnF(nd(ItitFltt, dII etk]{tlldniIt TDv"4Edt}.tp!letel atd fxEii'Lli4l tSlrl:C�t(S4:lntd Sdttf Iltera:csafi(igrtiGiaeitdlFl lid$tit ttt(FiNinld Sr(tmftl iejdarl.T?fId!!n3ilit lFiPJ!{1SII' ti oei Met tie! Twl DFf;W..rrtieDtn(s r!(Iette ad(9f{knRliCrtt; u+enf ' irtti"eitddiatditt(tlhtdt 4d to* k c;D.:titsitnld,ttitnsPtsi rfj2HtlisD!fitltild Mii teeTlrfsSrsiwEa site, td .dD elialItrs!at'sidetditits1. 4451 St. Lucie Blvd, P• '+b1 �d d P ar I 4 �'lFort Pierce, FL 34946 Upyrigbl'W 2016 A.I Roof husses -Anthony T.Iombo Iii, P.E. Reproduction of Ibis domment, in any form, is probibiled,witboul The w i len permission from A l End Lusses - AnEhony T, Iambet III, P.E. Job Truss Truss Type Qty Ply WCAS6511DBX FG6 FLOOR 1 2 A0260887 AID--f T..,.-.-.... C..w D: ____ .� ., ..,., .. .- _-._ _ _ _ .__ Job Reference (optional)yl . Nov r 2 10:20:552018, Pagel IN.. I. eGV {V ID:W?quLcr?Re?LfzLe98RjH4yHM91-FWXgoQseY8R6hOvl6GsO7MIG RjEnE4EoyUOS zUoYs 46 = 1.5x4 11 3x8 = 1.5x4 1 2 3 4 11 48 = 5 3x4 = 6 W1 Li t5z 16 15 14 13 2x4 11 3x8 = 2x4 I I 4x10 2-7-2 4-5-6 7-4-0 1 = 12 5x6 = 12-3-14 11 2x4 11 17-3-12 2-7-2 1-, -4 2-10-10 4-11-14 4-11-14 Plate Offsets (X,Y)— f3:0-3-8,0-1-81 f15:0-3-8 0-1-81 LOADING (pso TCLL 40.0 TCDL 20.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017/TP12014 CS1. TC 0.68 BC 0.98 WB 0.77 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl -0.30 11-13 >875 -0.49 11-13 >541 0.04 9 n/a Ud 360 240 n/a LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* B1: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2,W6: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16 = 1713/0-5-8 (min. 0-1-8) 9 = 1558/Mechanical Max Grav 16 = 1713(LC 1) 9 = 1558(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2150/0, 1-2=-3735/0, 2-3=-3735/0, 3-4=-6595/0, 4-5=-6690/0, 5-6=-4640/0, 6-7=-4640/0, 7-8=-4640/0, 8-9=-1416/0 BOT CHORD 14-15=0/3735, 13-14=0/3735, 12-13=017132,11-12=0f7132, 10-11 =0/7132, 9-1 0=0/336 WEBS 1-15=0/4261, 2-15=-575/0, 5-13=-484/200, 5-10=-2571/0, 7-10=-585/0, 8-10=0/4448, 3-14=-1421/0, 4-13=-578/0, 3-13=0/3235 NOTES- 1) 2-ply truss to be connected together with 10d (0.13VxX) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered 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) Unbalanced floor live loads have been considered for this design. 4) The Fabrication Tolerance at joint 6 = 10%, joint 12 = I10% 5) Refer to girder(s) for truss to truss connections. 6). Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (II X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)I Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 416 lb Ildown at 7-3-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) !Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pig Vert: 1-8=-120, 9-16=-10 Concentrated Loads (lb) Vert:13=-416(B) 1.5x4 II 7 10 8x8 = Dead Load Defl. = 3/16 in 5x6 = 8 9 3x4 11 PLATES GRIP MT20 244/190 Weight: 249 Ib FT = 10% �Nmq •Pirose �re^gilq neltti Re't; 168F iIUSSES{ST(EPp gEM[tst 7EU4S t iCeCT19Rf(UiiCY{tNa"A:�yriA1[D'e1RilThta. YeNT ls{�pprtaNas ed fH1eBlli ltiCii Tttti 6ti1gA ("eriq{EDRi W s5e tE'�it i.iialed':,P.E.IsiNnf! mettil6re ace. Ur!ess o'ks�ist sMedreAe 1RD:lely i9ietroAieatt pldn skik ndM«t fC3ee kv idid is sl«ss Ces.pEe}'veer{fe,iterier Eo;ixa}, ka see.'tstEy 1.9 rer:2;rei m t:iepm«e? eepNnrxNttgsa.N¢grzspsuU::Nhs 1!t desige N At eagle Tnss dy(3eteoStlCDntr, ntt7ltFl, lit ltsigs esns¢.ws, fterNq;«:Sns; selcs'1h abstrisks Uass ramy dike Nm,5e Ortri{ eNkn rdegat sNkf q ks.�^pu;tA reewig flit 114d{ 2Co & 1.11t11ln7«ds adt&I, Tk rypmN ?r.1E�Uut ecp aeld+seade inn; uQ-gzidlvq, tlmee,u;s'e!iresst t?[sagslr117lAt se:rpsiii6nd Anthony T. TOmbo lli, P.E. ztlitI'Afn E4d ubdrrdranr.ACtnroiekr1oW163td& «+wed 80083 ! ]i f ... j9Et2ti6tl /tSi(1C3CASpYINSEih aTN IrSnp t:,kllrixedrut erenCNn(d` gflxNq.86AT. art e?iM{IkiF;jAfiQiL�ti Cdl.an 9t5tTtgf itF�N,T«5163sigs Eequeu Uli«ii liitih,MN,Witlt 4451 St. 0083 Blvd, tOcr�iu ddisd4,e[x6nleptN Rro ie �sr5g6y aTq�lies«,dtd.':hLrss Uesip hSe«sls tCifit lNdaq ptssgur.te Tins STslra Isf." M4,16y. Lugifiliedi,af we nttfiednTRl. Fort Pierce, Lucie 3lvd, (epytigilC2016A-1Rout Ttasses- Anthony 1.Tumbo111,R,E, Repiodu:tionofthis duumeat,iniaoyform, fsprohibited wiihoutthe srritienpermission from A-1Roof irusses•AniAanyLWho 111,U. Job Truss Truss Type QtY PIY AO260888 WCAS6511 aBX FG7 FLOOR 1 1 �, Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:55 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-F WXgoQseY8R6hOvl6Gs07MI I IRgJnQ6EoyU OShzUoYs 1 3-8-0 1.5x4' 11 1 3x4 = 2 T1 W1 W2 W1 ri , 16 61 2x4 11 1 4x4 = 3-8-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.01 3-4 >999 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.53 Vert(CT) -0.02 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MP Weight: 21 lb 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 3-8-0 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 nuide. REACTIONS. (lb/size) 4 = 477/Mechanical 3 = 426/Mechanical Max Grav 4 = 477(LC 1) 3 = 426(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 464 lb down at 1-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 4) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate.Increase=1.00 Uniform Loads (plf) Vert: 1-2=-120, 34=-10 Concentrated Loads (lb) Vert: 5=-464(F) Ynos2-Dean laneq'v'dtf;;faSr'i; tg0i 11USSES(SHtdIM, EESEtstTEpASLfOXDiil7XS tl'STCN; tuRi;I(rogtil[D.Ydirfato.Ttj*dts�:txPoem sit ad otsas this tins Dots bermODD) alls!CimT.1arNa.,11.i+;etneSite! iflat es!. 144ne3nsisty-def"NIDD,ael. Hiles 9tfMIle'sSicleettiltf5 lF9n1t1eJ( ISalttffDtiie!Eiyiatt(F $Tt[t:'r:4)�Mtf;liesev!et�yf Dte ectstnstnttnse�'IEtr'etssaeo;�iuusttesptsss`hterh!G.si3tdnesngitin;c!•.r!r<iWS2I�JkIf,lH2(IrFI,iA!dlS�;{e5nfi t93IF3eDTtOC:�AeE::!' i!Ih AnthonyT. Tombo ffi, P.E. nineflAll itsfat orW,33't ttproc'x rydlit llw, Is, (im's.4haedsplttr+a4slLi11sip"it ht lief;a:@f iif,lif[KIth Iml mlkgidiot Th-L Ds orrwrd9i!18 nl affeistis AtTnss, Wqu; kesibl, trt,AW- itatad knit; items As rastasisii 0, w800$3 ' Iia hddutDeslpu cal[eenotaf.lamlfssd ed a'ae769 nitN Ttecused Srr lsddaklGaySorfaem Setelld-taag0Qttaltitdi,, in esl Sul nerdwst M.1s!edinim IeFi 4451 St. Lucie Blvd. @tnstddullea Rahnt tp!ef gxGtr:�gky r,'yafits 4nl!td.ila llns DtfipfeS'em6A1!litlnllag Msipa.a: iiess Sedem[r;ifrdn!HBi�ey.Luyi6tuNlnasetesdt(tkuiN-I. Fort Pierce, FL 34946 (opyrigh1 V 2016A-I Root Trusses- Anthony LTombaITT, P.E, Republica ci ibis dorument, in ony Too, is prohibited wphoul the willan pesonissiois from A4 Roof Trusses AnihanyT.Toselo111,P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX FL01 Floor 1 1 A0260889 Job Reference (optional) -„ A Ruu, i susses, ron r,erce, rt_ 34946, aeslgn@a-iu 0-4-8 H 'i1-3-0 I 2-6-0 tun: 8.1zu s Nov 12 2u1 / Vnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:56 2018vPage 1 I D: W?quLcr?Re?LfzLe98RjH4yHM91-ji5C01tGJRZzIAUUg_NFfZgSxr7FWjQN 1 cDy_7zUoYr 0-10-8 i 2-0-0 i 1-11-8 Dead Load Defl. = 1/16 in 1.5x4 11 5x6 11 3x3 11 3x4 = 1.5x4 11 3x3 = 3x3 = 3x6 FP-- 3x6 = 1.5x4 11 1 2 3 4 5 6 78 9 10 \4 W6 18 17 16 15 14 13 12 11 1.5x4 11 4x8 = 3x6 FP— 3x6 = 1.5x4 11 1.5x4 11 3x6 = 3x6 = 0-4-8 Or2s8, 8-0-0 , 9-0-0 10-0-0 , 17-4-0 0-218 7-7-8 1-0-0 1-0-0 7-4-0 0-2-0 Plate Offsets (X,Y)— r1:0-3-0,Edgel, [12:0-1-8,Edgel, r18:Edge 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.16 14-15 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.24 14-15 >843 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) -0.02 11 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 94 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) 'Except` 132: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 qc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. REACTIONS. (lb/size) 1 = 1104/0-4-0 (min. 0-1-8) 11 = 1106/Mechanical Max Grav 1 = 1104(LC 1) 11 = 1106(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1069/0, 2-3=-1067/0, 3-4=-2948/0, 4-5=-2948/0, 5-6=-3019/0, 6-7=-2607/0, 7-8=-2607/0, 8-9=-2607/0 BOT CHORD 16-17=0/2275, 15-16=0/2275, 14-15=0/3020, 13-14=0/3019, 12-13=0/3019, 11-12=0/1600 WEBS 1-17=0/1470, 9-11=-1868/0, 9-12=0/1174, 8-12=-298/0, 6-12=-715/0, 3-17=-1410/0, 3-15=0/785, 4-15=-307/41, 5-15=-512/204 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. ti) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Rutar •iimit;ivsa}i11 n,!tit fte'{ tQgi IUSS�iSSt!(1^, eUELL!19iAS t (DXD;n7pf (l'S10N (•pA1f"'S{Cf7W1E03.'.'itT(era re,f;:4::Tarrtae;ut Mf IH1 ttltt to MY sms @tstlt kritgjfOmeMS:lu!»a} F. GaN nS,Pi.I!(enus Sitn ttlttf it!, iGt574'lttxift SMtEw N.d TD.tth kiTetttsve!4r piles stall le ase3twhtiT;hltia4id 15almsCasa Tafktt!rpe SPtea'ryEafis!erS,tle StFC�et g7TuDit'(.FitA'3W0E[fth8tt9l'�fr�(eititl f4j1!tt0�tdfF9i:3.iihhe M+d3lijed3'. SI311t TR:iftli.^,tdpRdIDB BEI(OF(ttIPF1, T121t5166 e5tiS1'',Gb; IE](pt 6E°.v'i!&f: teh§:Iih T � Anthony T. Tombo ft., P.E. etdtltfTltli lnifltl cy 6ir'ftg:sd.+. niysmia;;asdlat Ctth!rllt grwPS etltel:lflay!Utilk4W;I{tt+}F:!yN,NRt(F:fx'EtfS4IIC(EItiCC�C'ilttel tfA�fitj(6�5 tlfTPII. Ttt ijTtS!tIA{iE:I.-�J tR(eE!fltl(t.tie lFk Tit55;i9t(:415?t}tiA':tiitLj!.IE!A�f!ittt��'tiirj iltll to Pt!t!tWiitil'fPE, n 840�3 ' titlaarmt(4sig,rnl(nitMn. Uluk!nitquShe it. Ee92cpocttt offs+Gt'tete?iktto:ffsf(aatanuSL:tfh(iramm{LtSllrai!n it iFl tedSlU"e!Enttect!(x tmriltmtEw. ilH 9da!il'vrt;pmsnif'tiof 9dind5t itttt CEsgau, inu Gev3s!yivex eat iroti NenSEE+er,mSess tOt'.4, termdlrt(uht;reped efw h—iiagir e, Penes 11,41M. fit Ims bsfpf hSsw!it"1141.11uf grtiptt,e. Tetu STilea ftSiwt: elwrfnilCnT L,syihliat hraiat esaEnetfuTfil. - 4451 St. Lucie Blvd. Fort Pierce, FL 34946 �'(epysigM1lW2g14A-TRoot Tresses Artbanyticmhelil,P.E,Sep!odnfioaatlbisdofumenl ,in any form, ispsobibittdwilboullkeriflenpeimissioafrom Ad Roof busses •AntbonytTambaIII, F.t. Job Truss Truss Type Qty Ply A0260890 WCAS651IIDBX FL02 Floor 7 1 Job Reference o tional Al KooT Itusses, ron rlerce, rl- ,rtayo, ues1ynLnruusa.w113 0-4-8 1-3-0 ,,, , 2-6-0 r� Run: 8�120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:56 2018 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-ji5C01tGJRZzIAUUg_N F2gRBr4sWt5N 1 cDy_7zUoYr Dead Load Defl. = 118 in 5x6 11 3x3 11 3x4 = 3x6 FP= 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x6 = 1.5x4 11 1 2 3 4 5 6 I 7 TA 8 9 10 cc I c c 18 17 16 1 14 1312 1.5x4 11 48 = 3x6 = 1.Sx4 11 1.5x4 11 3x8 MT20HS FP-- 3x6 = 3x8 = 4- 8-0-0 9-0-0 10-0-12 17-9-12 4- 7-7-8 I 1-0-0 1-0-12 7-9-0 Plate Offsets X Y — 1:0-3-0 Ede 9:0-2-12,Ed a 17:0-3-8 Ed e , 18:Ed e,0-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.18 12-14 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.27 12-14 >765 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.02 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 96 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) 6) CAUTION, Do of erect truss backwards. BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 1 = 1136/0-4-0 (min.0-1-8) 11 = 1137/0-5-8 (min.0-1-8) Max Grav 1 = 1136(LC 1) 11 = 1137(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1101/0, 2-3=-1099/0, 3-4=-3078/0, 4-5=-3078/0, 5-6=-3078/0, 6-7=-3204/0, 7-8=-2727/0, 8-9=-2727/0 BOT CHORD 16-17=0/2359, 15-16=0/3203, 14-15=0/3204, 13-14=0/3204, 12-13=0/3204, 11-12=0/1650 WEBS 1-17=0/1514, 3-17=-1470/0, 3-16=0/840, 5-16=-297/61, 6-16=-606/155, 9-11=-1925/0, 9-12=0/1 257, 8-12=-342/0, 7-12=-754/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Early-rler:t NtnrpHprnlelrfk'Sd 17CpfigSprS ppplEP; baOx€fa11S8[Pe""!IIC6S[051lRj plYa jA(ee[BlE."SnEer Err pntlp ledpt .tRdtlext Rt4lpt!trt l5t, pol33 ed!nVlit ddd lEllPTp� a: patvden ealaardaafmsiuss7rsa puviyilrG; wi lksldlaYT. in�flG4P Y Illiekruamrp:EesshdlHe;elftrftsTMNie ulil. IseTrns Dags hgltra{I.l,spt:idry F.gutlr'pS±ednngTDDnpresedsaaupa:{title prafssladug�!lritg uynnlllap 5:lle lts:gndsltsA'eTn!si±plf±ItetleTDDa1(,valal?Fl.i&tesipn ssstnpite.ltrsm7utdval, s.udiUp Anthony T. Tombo I1I, P.E. H niedriis IMSSfer up rabi is Ike rulmlilih elfxOna.m11a1s14imis!1"Anlhrdlcy oesipeer,aout ndrddite ltr,thu.altit Wit a%'gnh ad TN. At ypnnldIt, IN eA.I kill ntdthTaos. W,Cgkmi-;mpl,Itsh!Idise ttd kwq skit is 11±re3p.tiVtrd a80083 ' slapzfxg7ts,r..e:rtifta:ll4:.L'a455efwtRs&Iaae:Ulap,¢tsol��dnlsdtllpal6y(!¢paMSderyha�tuinjt(pfptNlslt3�pRlMpetAnlrd!lese35tP-1Peml.TPH 4451 St. Lucie Blvd. pllnise trtit!lRpo GdrN tpre!!lpeehvriaq lg dl infra lttdlei lkeTnss trslapyharlslOT>ve palmpglsyaer,rtTnu Sps::xbpulerdwr (opyri;hl02016A-I Roof Trusses -Anlhonyl.Traub III, P.I. Reproduoionofthisdomment,inanyfuses,isprohihiled�ithcutthewrittenpermissionfromA-1RoofTrusses-AnthonyLTomhoIII,P.(, b.JLsp. 11!ly1a±6twat news ldael lanfl. Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply WCAS6511DBX FL02A Floor 1 1 A026089, Job Reference (optional) ,ra 0-4-8 I 1-3-0 i it i 2-6-0 I� Run: a. Izu s Nov iz zui t runt: td.121.11 s Nov 12 2017 MlTek Industries, Inc. Mon Apr 2 10:20:57 2018N Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-CvfbD5uu4lhgwK3gEhuUCnNcwFTAF9LXGGzV WZzUoYq 0-10-8 I 1-114 Dead Load Defl. =1/8 in 1.5x4 II 5x6 11 3x3 11 3x4 = 1.5x4 11 3x3 = 3x3 = 3x6 FP= 3x6 = 1.5x4 11 1 2 3 r� 4 5 6 7 8 _ 9 10 18 17 1.5x4 11 4x8 = 16 15 14 13 12 3x61 FP= 3x6 = 1.5x4 11 1.5x4 11 3x8 = 17-9-12 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.18 12-13 >999 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.27 12-13 >767 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.02 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 96 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) 'Except' 132: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) 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, Except: 6-0-0 oc bracing: 17-18. REACTIONS. (lb/size) 1 = 1136/0-4-0 (min.0-1-8) 11 = 1137/0-5-8 (min.0-1-8) Max Grav 1 = 1136(LC 1) 11 = 1137(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1101/0, 2-3=-1099/0,3-4=-3080/0, 4-5=-3080/0, 5-6=-3204/0, 6-7=-2726/0, 7-8=-2726/0, 8-9=-2726/0 BOT CHORD 16-17=0/2358, 15-16=0/2358, 14-15=0/3203, 13-14=0/3204, 12-13=0/3204, 11-12=0/1650 WEBS 1-17=0/1514, 3-17=-1470/0, 3-15=0/842, 4-15=-297/61, 5-15=-603/157, 9-11=-1926/0,9-12=0/1256, 8-12=-341/0, 6-12=-756/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Gap between inside of top chord bearing and first igonal or vertical web shall not exceed 0.500in. CAUTION, Do not erect truss backwards. CASE(S) A!area ri-Ilxselintefldl tube In %I 8 milr)imcolf7 NEffrlout itrM dtsip linadtn Id (Ice, fry lEf AdYxr7. fwlt ill, t.Lidtfesf slut Eduf on. Udff: ghrvlSt ddfl on titTDD'%)p ieearx;hrl:e'esslnllt9 xfd6rMx TOD nhenhi.AsOrnt Desilg6pxn(I.f,Sp!nlfiF�pxzr;.f4a xd if nr lDDntresentfnrmEtae:a rdflf pd:sflxdfep4erny resoxslllllrybr he dfsgadtlosioeTrnsiq:nel it lit TD)sdt,ealul?FI. Ttx l:siya xsmpifn. brl:fyxtlltix:, xlltliil"( Anthony T. Tombo llI, P.E. cA lit dtia T'ruslort.1161itl is titrujusililq dth Otaierl; OmertAiveleleda,lit tdldirl Dnilrer,anN cuttd d ise Kit III ullit Intl h%q nit adMI. Tleirpm:of It, TODaA nraell on dfieTxss.inlsfiata6.; 1. sxnit, hshllrtin xt kit�g111 14l�no c.11.1 - 80083 '('opirighi Ike;+laggfsha!rrd(t"M!.L':x!'sulunioIt,Mxllalsomas allnl9h!tfitL•I.ilfigeralaemSdfryliamdin;iW?pNtslelEliAMSlGfnrd;ralMpemlp;lunleFlg451St.Lue(eBlvd. tlftfdn that Ila WmdipubutunDrilldlloaninchdUtTnx limo Eafnit It NOT Ca W.;Dxipar, lrTossStoltz Esinxr e.'ar W11 EIlcgt a-d4.ersxeadetelaMSl.02016A-IRoalifusses-AnlAocyT.Tanabe111,P.E.Reprodvdionofthisdomment,inantlorm,isprohibiledwil6eotthew6ftenpemlissimihamA-1RoofTrusses-AcshonrT.Tom6oIII,P.f. Fort Pierce, FL34946 1 Job W ',,AS6511'�BX Truss FL03 Truss Type Floor Qty 2 Ply 1 A0260892 Job Reference (optional) Al Koot I russe5, t-on vierce, t-L 64y40, Oe51grl(a/a Iliu55.wrrt 0-4-8 I 1-3-0 m i 2-6-0 5x6 I I 3x3 11 3x4 = 1 2 3 18 17 1.5x4 II 4x8 = Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 METek Industries, Inc. Mon Apr 2 10:20:57 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-CvfbD5uu4lhgwK3gEhuUCnNcrFT7F97XGGzV W71UoYq 1.5x4 11 4 16 15 3x6 FP-- 3x6 = , 2-0-0 . , 3x3 = 3x6 FP=1.5x4 11 6 7 8 13 12 1.5x4 11 3x8 = Dead Load Dell. = 1/8 in 3x6 = 1.5x4 11 9 10 3x6 = 4 8-3-4 9-3-4 10-3-4 18-1-12 7-10-12 1-0-0 1-0-0 7-10-8 Plate Offsets (X Y)— [1.0-3-0 Edge] [9.0-2-8 Edge] [12.0-3-0 Edge] 117.0-3-12 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.19 12-13 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.29 12-13 >747 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.02 11 n/a n/a BCDL 5.0 Code FBC2017[TP12014 Matrix-S Weight: 97 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) `Except' B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. REACTIONS. (lb/size) 1 = 1157/0-4-0 (min. 0-1-8) 11 = 1159/0-5-8 (min. 0-1-8) Max Grav 1 = 1157(LC 1) 11 = 1159(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1123/0, 2-3=-1121/0, 3-4=-3174/0, 4-5=-3174/0, 5-6=-3324/0, 6-7=-2795/0, 7-8=-2795/0, 8-9=-2795/0 BOT CHORD 16-17=0/2416, 15-16=0/2416, 14-15=0/3324, 13-14=013324, 12-13=0/3324, 11-12=0/1686 WEBS 1-17=0/1545,3-17=-1512/0,3-15=0/884, 4-15=-300/29, 5-15=-588/126, 9-11 =-1 967/0, 9-12=0/1295, 8-12=-340/0, 6-12=-816/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 8e:aq-(lease Ik—IHT rnlrone'A 1166E TIUSSiS(SWEE'I 6EKHAI TEENS 8 (6K`d6CKS fUSi6Nj tna'; d(KK6ii': 46dEXi lax. wile dt ip (otadea ea mAoAts a Ids Lea Oes!p Osabt(Rw td fEt deriurT. Teals UI, tF.ldaext S!:!i ts6re ass. Udess dhnist stddatteT6o,ap WTttn!rasnrE!ibs sedit: esdfis asTU6fausdiL lseLass Desye hylae{i.!,<rerba(66ict!r`pt!!aolaarTDo!elresesttmu¢�,a:e flDgitt!ausdega!:bprzgenilUa('ucad!swnet Uh s�yeTms(.y;a4as1tID6 ode,ra(!rl•ME.Tt�(!s3t ssanprna.ItrS:eeot8na:. sendary Anthony T. Tombo lll, P.E. a(atdMs Liss It, uI1.1611, tk aga!illlilr dike a.",tho—seaaisdgeder It,tdi(itt oesita:N' ,atoai dto ll(til 11, a(oe bida'(q a(s,I MI. 11, qpf Id lh TOU Wa.6d(ue dth Tass.btb6giNq,msgt,iaMlmia a( tncbp AsIthVs, r,!lr.0:I(r d :80083 I Ustalxe Uts-Vi WistricW.(Ca!es!eeatbax l6D t>flm taa¢es®Ugddosdt!!pll(ig(capam G'tgl a�nNt�;tUf, pNaFxd ti i7iMSlq rteata!ursla ptmetpAase. IN aSasM!as s+aesa(dC¢sd1!Lra Msiptt,l:zsUespaps!nms rn!s Yaatts!e:!t; abst 4451 St. Lucie Blvd. 6eMalditdlTo6dea e7e!4rmbrsAly Krell pulls ladtei iheTnsslt.algitar ls(oT Netada7 Utsieaa,aTa!sSp'!a Ega!erto(hnl6q AU sq:�zd4•sa ueas ddadhRll. Fort Pierce, FL 34946 (opyTigbt 0 2016 A -I Roof imsses-Aolboey T. Tombo III, P.E. Reprodo.cioa of Ibis dommeal, in anyforei is prohibited w'thKut the written permission from A -I Reaf Trusses-Aalhanyl. Tombo III, P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX FL04 Floor 1 1 A0260893 Job Reference (optional).: ucotynLWa i uusb.W111 Run: 8. ilu s rvov l2 zu1 r rnnr: ts.12u s Nov 12 2017 METek Industries, Inc. Mon Apr 2 10:20:58 2018' Page 1 , ID:W?quLcr?Re?LfzLe98RjH4yHM91-g5CzQRvWr3phYTesnPPjk_wn?fnm_ZcgUvi32OzUoYp 0-4-8 1-3-0 1, 2 6-0 i 2-0-0 1.5x4 11 3x6 = 5x6 11 3x3 11 3x6 = 1'5x4 11 3x3 = 3x6 FP= 1.5x4 11 1 f 2 3 r� 4 5 6 7 8 9 20 21 19 22 i8 23 17 16 24 15 25 14 26 13 1.5x4 11 5x8 = 3x8 = 3x12 MT20HS FP-- 3x4 = 1.5x4 11 4x8 = 1.Sx4 II 11-9-0 4-0 9-7-8 10-7-8 1 11-7 8 bl 12-11-14 , 2 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.31 12-13 >778 360 TCDL 20.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.41 12-13 >591 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) -0.02 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) "Except" T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP 240OF 2.OE(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. REACTIONS. (lb/size) 1 = 1326/0-4-0 (min. 0-1-8) 12 = 1328/0-6-0 (min. 0-1-8) Max Grav 1 = 1326(LC 1) 12 = 1328(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1296/0, 2-3=-1294/0, 3-4=-3925/0, 4-5=-3925/0, 5-6=-4371/0, 6-7=-4362/0, 7-8=-4362/0, 8-9=-3356/0, 9-10=-3356/0 BOT CHORD 19-22=0/2862, 18-22=0/2862, 18-23=0/4371, 17-23=0/4371, 16-17=0/4371, 16-24=0/4371, 15-24=0/4371, 15-25=0/4161, 14-25=0/4161, 14-26=0/4161, 13-26=014161, 13-27=0/1965, 12-27=0/1965 WEBS 1-19=0/1782, 6-15=-336/25, 3-19=1830/0, 3-18=0/1241, 4-18=-368/0, 5-18=-823/0, 10-12=-2293/0, 10-13=0/1623, 9-13=-311/0, 8-13=-933/0, 8-15=-1431739 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. Wr!dry tlesse idtrvgHrtelit+he'A I100EROSESr3E0EPj, OEM TEN& EOhNINS 0STONIM WTtkuvoemry:CessldiNrselhr me TOD la he uaL beirns Dnip 6paer{I.t,Syeehiy 6draer)H ad vse dens Net%,.11e11ivl is ile resru<.Uli7IN 0m . 0:0rnrs vzarizees,•d w Ih 16161 th t«'eaD Desig,er ud fe4JlCat. 1!i uas utw:4 tteTDD M Ih lrrdiasrallvitdiru dle: hAOq ire vtrtsite Most lya 6atxd ogerd opv is tTilley ly di lines ime;aei IleTnu Celia Egivnr Is r0r Ce (opyrighiD2016A-1loaf itosses-Anlhony1.Tomlin III, P.E. Peprodudionefthisdom 3) Plates checked for a plus or minus 5 degree rotation about its center. 4,� This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. CASE(S) Dead Load Defl. = 1 /8 in 4x8 = 1.5x4 11 10 11 c c 27 3x6 = PLATES MT20 MT20HS Weight: 111 lb GRIP 244/190 187/143 FT = 10%F, 10%E r:E mrr 1-14,4 ital. Fee- trsnd re,A soles a Willis let p D-iylrD? Id lk Wiser]. Tstbi 06 E.E.10.0 Rxl aaetst. WWI ft—ir' WIft—isr uddrttleTDD,wj IDDrryresedsuttnpa:edllgrdutlmd egktrris[r:gnelllarhr llt lvs:psdlCe sls ernes Eey:daudtTDDoey,sAerTin.Thd:dla vsnnpllvmav[dsr ordnns, svuslimy Anthony T. Tombo III, P.E. es netre ills, lK,tlelKMike had ka:t gWe.1rN.Ile RymddlSe lDD earvvsHellnedhe Tnst.htlrficy EtdEq stage, ieshllv0u ndGru'sg shdlf, 6s re:ya4lst:hd «. 80083 itommre;Ea;,psWEeehy TM"SKAtsuerrxeat, g�ee,allr.tmr. tiff ttSeeta:rrart s�stnrs tsse,oadn:inu orsiliff us Defy, E'Purws Nss ff-fu rer,m r, 4451 St. Lucie Blvd. loci, erTnss Syx:a Egltard©rlranal Nt¢p Lt4hrrasvremadedhtril. Fort Pierce, FL 34946 ,yfarm, is plobihhed witheot the written permission from A -I RoolTrusses-AnthonyT. Tombo III, P.E. Job Truss Truss Type City Ply WQAS6511bBX FL05 Floor 1 1 A0260894 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8i120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:58 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-g5CzQRvWr3phYTesnPPjk wjwfnw_Z9gUvi320zUoYp 0-4-8 Dead Load Defl. = 3/16 in 1.5x4 II 6x6 = 3x3 11 3x6 = 1.5x4 II 3 3 = 3x6 FP= 3x6 = 1.5x4 11 4x8 = 1.5x4 11 1 2 3 4 6 7 8 9 10 11 If 20 21 19 22 18 17 23 �6 24 15 25 14 26 13 27 1 1.5x4 11 5x8 = 3x12 MT20HS FP-- 1.5x4 11 3x4 = 1.5x4 11 4x8 = 3x6 = 3x8 = 11-9-0 .4 9-7-8 10-71-8 11-7-8 13-7-12 21-4-12 q 9-3-0 1-0-0 1-0-0 1-10-12 7-9-0 0-1-8 Plate Offsets (X Y) [1.0 1 8 Edge] [3.0-2-4 Edge] [15.0-1-8 Edge], [18.0-3-12,Edge] [19 0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.91 Vert(LL) -0.32 12-13 >796 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.45 15-16 >556 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) -0.02 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 114 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) `Except` B2: 2x4 SP 2400F 2.OE(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. REACTIONS. (lb/size) 1 = 1369/0-4-0 (min. 0-1-8) 12 = 137010-5-8 (min. 0-1-8) Max Grav 1 = 1369(LC 1) 12 = 1370(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. A TOP CHORD 1-2=-1340/0, 2-3=-1337/0, 34=-4102/0, 4-5=-4102/0, 5-6=-4657/0, 6-7=4657/0, 7-8=-4657/0, 8-9=-3495/0, 9-10=-3495/0 BOT CHORD 19-22=0/2976, 18-22=0/2976, 17-18=0/4657, 17-23=0/4657, 16-23=0/4657, 16-24=0/4657, 15-24=0/4657, 15-25=0/4386, 14-25=0/4386, 14-26=0/4386, 13-26=0/4386, 13-27=0/2036, 12-27=0/2036 WEBS 1-19=0/1843, 6-15=-272/5, 3-19=-1912/0, 3-18=0/1314, 4-18=-356/0, 5-18=-939/0, 10-12=-2376/0, 10-13=0/1703, 9-13=-305/0, 8-13=-1033/0, 8-15=-110/744 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2 6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Gudst-PlesteriuniHprnisr rSe'd-I 100; IIUSSrSi'SEtLEI"l6[r:IIE IfINS8(QrudlCkS(IS10Mr$(1:7';l.Ck.NGIi;EcSNEXi 6ual. reMp dts%ys prenders .,hied om es Its Nis Uesip Ds hj(TIVj srd Ikt Adisg1.Imbalu,11. rdeuo;e Skeet t o:t est gems *.is, d0d sstleND,00! N1Tekmarnlsr{'nks s5dt:e used6rlte i9Dsa5etdie.AeLns Uesire6ylu[t(I.e.fpeusnp b�csvj.tle udnssrloo ssrreserts eo vu�i;�tedsle{sol:iined eeyYn;Isy!eiresnmlt('anas dss:cvs{Bai:nv'eirrsdr{n:d semTOD sdp, Wer irFt lEe L•sga nvnNum. bsf:s7<ndnns, sNditiy Anthony T. Tornho III, P.E. rdssedriis Nss4!ssr lseldisy is lie res{xsitilu.d;u Cner,Yu O�azisrsArissl eyerinlSernNisy kesiree!',or tiddli, ih,3:6'tid8ebsobliqudt a KI. z80083 he L:1:{e@9es'S^s![r![eadsN!, Orris ivw!skb=lad lke floduemlpidduesdtis Mlfist(m{snM Way lahmdin{tCSf}{dlRlxd E?ITN IU sserelne 01 pemi pissse. IN M5tas3>srp s4aeiet ssW;?sd;hNss Difil. bus hslp I.Puersel runs aaa4ftil,uxs4451 St. Lucie Blvd. I utevix dErstd Fpo OslrN spsedarssuvdnq 1pdi tsn:s lssdaei lleiusss Cesla Fsyirzeu is lGl rie lal�g On!pa,rtluss 5pdez 6yi... Ie. ji.031. dO trl MrM&rr's sremdlaelhR/L Fort Pierce, FL 34946 (opyrigbi0TUldA-1koofhasses-AntbonyLlombaIII, P.I. Repradudionofibis document, inany fork isprobibhedwithnutthe vritteopennissionfrom A-IReo(Tresses-Anfionyl.Tomb III,P.i. Job Truss Truss Type Qty Ply WCAS6511 DBX FL05A Floor 4 1 A0260895 Job Reference (optional)y; wn. o. rzu to rvuv rz zu l r rnnt: mizu s Nov iz zu1 t Ml I eK Inoustnes, Inc. Mon Apr 2 10`:20:59 2018& Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-8HmLenv8bMxYAdD3L6wyHCStC34NjOepjZScbSzUoYo 0-4-8 1-3-0�ilr� 2-6-0 I 2-0-8 3x3 = 6x6 = 3x3 11 3x6 = 1.5x4 11 3x3 = 3x6 FP= 1.5x4 11 1 2 3 4 5 67 8 1 20 21 19 22 1I 23 17 16 24 15 25 14 1.5x4 11 5x8 = 3x8 = 3x12 MT20HS FP-- 1.5x4 11 3x8 = 1.5x4 SP-- 1.5x4 11 0-4 20-11-0 •41 20-6-8' Plate Offsets (X Y)— f1:0-1-8 Edge] f3:0-2-8 Edgel [9.0-2-8 Edge] [11 0-3-0 Edge] [13.0-3-0 Edge], [14.0 3 0 Edgel [18.0 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.31 16-18 >795 360 TCDL 20.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.48 16-18 >521 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) -0.09 11 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 1 = 1346/0-4-0 (min. 0-1-8) 11 = 1347/0-3-0 (min.0-1-8) Max Grav 1 = 1346(LC 1) 11 = 1347(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1317/0, 2-3=-1315/0, 3-4=-4007/0, 4-5=-4007/0, 5-6=-4511 /0, 6-7=-3990/0, 7-8=-3990/0, 8-9=-3990/0, 9-1 0=-1 276/0, 10-11=-1279/0 BOT CHORD 19-22=0/2916, 18-22=0/2916, 18-23=0/4511, 17-23=0/4511, 16-17=0/4511, 16-24=0/4511, 15-24=0/4511, 15-25=0/4511, 14-25=0/4511, 14-26=0/2888, 13-26=0/2888 WEBS 1-19=0/1811, 11-13=0/1787, 3-19=-1869/0, 3-18=0/1274, 4-18=-369/0, 5-18=-905/0, 9-13=-1881/0, 9-14=0/1285, 8-14=-367/0, 6-14=-919/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Ogo-3-0� Dead Load Defl. = 3/16 in 3x6 = 3x3 11 5x6 11 9 10 11 26 13 27 12 5x8 = 1.5x4 11 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 115 Ib FT = 10%F, 10%E cr?dry-tierst8unldrredrrctae•Ad1ODFrl'.Vsrsfllwj,Riau IfIN9(DprAliCKSMiolnrunr),itrrDaiurmfrfmcie;Arisppurvdenndededssutsisrsess0esig9rsriy{il rtlNxAdhu3T.beta,r.EMeseneSlneksSreoe.Udessstt;rissddelu6eTDP,ay . Nlrrkstumgtnssklta tadhrax IDDI,itedlL As Orns Dnigt hglrcer{Lb Sjerldl(fspuxl, 63 sedit urTDO reputds acmr,madtkgrd?sslotd etyaterltg rrspesiflldt tr Or fsipall Sia�eTns d?pudtatftTDD all, eslON.rfz d?siya sstaplem,lerl:eyusnnxssmdilar Anthony. Tombo III P.E. rdett dskis Nafit,u!llobiis tk nspnsilifMdthe Otnt.@eO-es s4wial optl or lit telling DsigMr,p N adrddtalKtk?0(udNt We.W'.quitalml. lit gpuldile lDD aNnl Deli uedMr Tnss. iadedirdlsdTr}Tanre, lashlldity of krtxgskdlk ILmi sid.trd Y ' ZE Damb ors; .Act rat. AI:u!nulsa? NTDDultar ana,s®d Lams title tailor Tta titSd IianNnitCSM1,. eklisled itlaid3l(An?refnesWM —1 due.IrilCe ts3nres 4:IDiesud4!isditLnsDed e,t:essDes: 6'rrrmsTassNmlr^.e!er,w§ss t 80083 D p t ar p �' r p 4451 St. Lucie Blvd. rtrrviu ldnrdlra6v-td tyresdepuuwsiDtylr dl ierl:sluc?sel lgeTns Ceslp Esgieeerls lCl Nera:dslIp Cnepver,sTnss Sptzacya?trfarlriliizg. 111 tynP,du?@'t:as ores deYaed ialrFl. (ogrighlD2016A-Iloaf husses-Antbony1.TomboIII, P.LReprodudionofthisdorumerliinonyfura,isprobilitedwithout the written parmissionfrom A-IRaofTrosses-AnthanyLTroika III, P.1. Fort Pierce, FL 34946 0 Job Truss Truss Type Qty Ply A0260896 WCAS651 HDBX FL06 ROOF TRUSS 1 1 ., Job Reference (optional) Al moor i russes, t-ort coerce, rt- d4`J4o, eeslgntaraitruss.com 0-1-8 H'r 2-6-0 3x6 = 1.5x4 11 2 3 Ti Run: 8�120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:20:59 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-BHmLenv8bMxYAdD3L6wyHCSwY3Agi3TpjZScbSzUoYo i 2-0-0 0_1 1 9 1 Dead Load Defl. = 3/16 in 3x3 = 3x6 FP= .5x4 11 1.5x4 11 5x8 = 4x4 = 1.5x4 11 3x3 —_ 1.5x4 11 4 5 6 7 8 T2 9 10 11 12 pp", MIN 3x6 = 21 20 5x6 = 30 = -- e e 19 18 17 e16 15 14 x6 11 3x8 MT20HS FP-- 5x6 = 5x6 = 4x6 11 3x3 = LOADING (psf) SPACING- 2-%O CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) 0.19 13-15 >387 360 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.44 19-20 >433 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except` T1: 2x4 SP No.2(flat) BOT CHORD 2x4 SP 240OF 2.OE(flat) `Except' B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) 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, Except: 6-0-0 oc bracing: 15-16. REACTIONS. (Ib/size) 22 = 771/0-7-4 (min. 0-1-8) 13 = 251/Mechanical 16 = 1200/0-6-14 (min. 0-1-8) Max Horz 22 = -3(LC 10) Max Uplift 22 =-323(LC 12) 13 =-234(LC 8) 16 =-645(LC 8) Max Grav 22 = 1156(LC 2) 13 = 377(LC 2) 16 = 1801(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2778/1255, 34=-2778/1255, 4-5=-2407/1104, 5-6=-2407/1104, 6-7=-2407/1104, 7-8=-2381/1091, 8-9=-282/434, 9-10=-102/413, 10-11=-102/414 BOT CHORD 21-22=-822/1709,20-21=-819/1710, 19-20=-1392/2962, 18-19=-1098/2407, 17-18=-744/1648,16-17=-744/1648, 15-16=-388/233, 14-15=-427/360, 13-14=-415/356 WEBS 7-18=-520/270, 9-16=-907/1087, WEBS 7-18=-520/270, 9 16=-907/1087, 2-22=-1976/957,2-20=-492/1233, 3-20=-295/190,419=-641/340, 8-16=-2402/1192, 8-18=-638/1376, 11-13= 416/484, 1-15=-363/172, 9-15=-1097/734 NOTES- 1) Wind: ASCE 7 10; Vult=170mph (3-second gust) Vasd=132mph; H� HZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Ex) C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right expose ; porch right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.2� plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MIT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) This truss has Been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bo)tom 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 22=323, 13=234, 16=645. 9) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads, (plf) Vert: 13-22=-20, 1-12=-80 13 3x3 = 22-5-10 6-4-0 le],[23:0-1-8,0-0-121 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 137 Ib FT = 10%F, 10%E ZI9m g-Frutv'00,I srds.lit '1103E iNSTEsfilittil, R U't M5tfCMO;nGNstIACYPPOsE1 jltR5i8tF0Esk:1T Is:ts. W"dsirjmem u1 nai Adis 1, ffis'sss 6rl;e Dwisa Ob;a15±eE!ear}i.IeakOi.P:.1€e:.u!Sae!t{tfne.s!. Czese'fewis(sM.etmA±l�9,eel. FIFItse±tn3r;Idts SEla leeftEhrP±tt_nit ls4d.isalese C25_vEi;S!!r[it.,S;t(Jh FEj?f?gyflt±tdHt6f rL�le'.tSIS'f0e:[t;helldl'•ei"dessari r;nterz7nsa:'htn ust Nsi7td[qua;l±Fsrslgi:elr@z78edr,rc(M iNt.Rlesi;s esnaYeas; ItaSa; at:us;!eK:.ih Anthony T. Tombo l[i, P. E. cam At Ms lass fir of7'4}'!tt n;pxiz sry ds4 C�(0' 0Y sanitrnitiduttE<.'feg[rc;,K,isfi'wertsi!b11(,de MCA rsl Whit iCe aslill4L biglro»Id6tli6 ted±a}6eldntf!oflss;ur:.ta.;5ai7ay.stage, ksWe-adiminj Sidi it Pe rewdiLfd T80083 Cet tsu;[:slma ml[edsmiw. Allwsa sdtfp'kri; atRx�ecu!ed lt'rtesa'd±Eatrj(oaf.stl Sd:tl kfrtmcm(ISt}e,iLsledliil eadSt:Aere sertrusdk;.xd piimn. iP4t!>!rnslvnsptviiLss os ld,ndP:Tnu Ca: :, rnu iesyt[caeess a+dints Hssefefaer,sa'ess 4451 St. Lucie Blvd. eoaai;e Admit;eke4s:te;ride;srs it �!riiar ty u;!Tits h!d!td. Fet tnx dnipfe;re:i!fai Pt Earn btst;tn.t=Frm±srdta Et;insgdtnhiltia}Fin}ildu!l la;as trt esieined it ifpl. For, Pierc'e, FL 34946 (epyright02016A.1Paul ltusses-Anthonyi.Tembe111,P.E. Qtpinduaionoithis dctument,inany twor,isprohibited wlltbautthe wei»enpeimissior. Item A4koalTiusses -Anthony T.Tombo111,H, Job Truss Truss Type Qty ply WCAS6511 DBX FL07 Floor 2 1 AO260897 Job o tional Reference Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:00 2018e• Page ID: W?quLcr?Re?LfzLe98RjH4yHM91-cUKjr7wmMg3PnnoFvgRBgP?7eSSbSTZzyDB97uzUol 0-1-8 H 2-6-0 I 2-4-8 2i -0-0 i �1-11-10 Dead Load Defl. = 3/16 i 3x6 = 4x8 = 3x6 = 3x6 FP= 4x8 = 0 1 2 3 Tj 4 5 6 7 8 9 10 11 El.W�1 all e e 20 19 18 17 16 15 14 13 12 3x8 = 4x8 = 3x12 MT20HS FP-- 3x4 = 3x4 = 4x8 = 3x6 = 1.5x4 SP= 7-10-8 0 10 4-8 12-7-8 14-8-10 22-5-10 7-10-8 0 2-3 0 2- —2 7-9-0 Plate Offsets (X,Y)— (1:Edge 0-0-121 f13:0-2-12 Edge] [15.0-1-8 Edge] (16.0-1-8 Edge] [19.0-3-12 Edge] j21.0-1 8 0 0 121 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.34 16 >795 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.55 16 >489 240 MT20HS 187/143 BCLL 0.0 Rep'Stress Incr YES WB 0.88 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 119 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) `Except` 132: 2x4 SP 2400F 2.OE(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-64 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 1441/0-7-4 (min.0-1-8) 12 = 1448/Mechanical Max Grav 20 = 1441(LC 1) 12 = 1448(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3784/0, 3-4=-3784/0, 4-5=-5203/0, 5-6=-5203/0, 6-7=-5203/0, 7-8=-5203/0, 8-9=-3754/0, 9-10=-3754/0 BOT CHORD 19-20=0/2209, 18-19=0/4806, 17-18=0/4806, 16-17=0/4806, 15-16=0/5203, 14-15=0/4771, 13-14=0/4771,12-13=0/2165 WEBS 5-16=-292/0, 6-15=-321/0, 2-20=-2556/0, 2-19=0/1838, 3-19=-297/0, 4-19=-1185/0, 4-16=-36/858, 10-12=-2527/0, 10-1 3=0/1 854, 9-13=-306/0, 8-13=-1180/0, 8-15=0/907 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Recommend 2x6 strongbacks, on edge, spaced at 1;0-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 71) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard I ducat' •r!wst tWoepn'r ltel!�t ikt'ld IggrtrUSSES i'S1Cit'J, ei!itlltTEA!Ei tiCU01�XS CLmUtlrlU!El" t:Ci6itlEUSY ST fra Ter;htts:yaprtxeters of m!eases to tliirms 6ayt 6:t•uT{;gbi W!+. srkwE T. GaM IT.P.E.IE`:erass Sart1 Same rss. Loess c!k!nst sb!edinlFt iUD, u¢ NiTei rmstsk! pldes skA ie tudlwSu/6 h tt relit is a 1wu GErpd Eapaetrpi.e.,ipet!i'ryiurbmt hesec' uevy 69 ierest«s ws:sephete o! U,xr's!nsiw! egsstuug nspsns5!6¢tn Ns dot's tl!it siolle torts P.pikedeaftel;6 tetr, wixlrN, rti dtsiys nuspces, 4esvp �:h'eE.,!n!�:6h lit Anthony T. Tombo IN, P.E. asdeun!6islnsshr aykidq!s4n;pras!xix�dChss!,br OxtE!'sa!!EsrnTgeeNr$alsltag Ci!iFir,hfit !au!ErstBt!t4delIXtedite lnsl7rtlrup atE a+diPtd. Tse sapical a!teUB teluptielir!e�!Ss inss;bdtt'"g 5�ei!b1. sluCt, bs :'stlu ¢dkubr sShc it Mitts W1 d x 80083 4946 Zt Rs teddul detiper ns tedra7o-c Aleaa sefsdn5e ie:adtke petcEes esd snaWssddsrs!Gq roxpem lettt!Muz¢sm[<;3 psstsiei l!TFI udSE(A ne edrreasEl:`x peEsd piday.TP4tlr'aasae!es}usiSU;'es erslam slSeTnss EE;.EemEr,•Eustevpv resisew ud insslievrfeC�er,reless 4451 St. Lucie Blvd. .11,wtda'txdsytiueel treed qunn!N Er cl Wits anbd. ise6us!ksip Eg`m!Is ill lit kUduj desgm,E!'tm Shea En!uadnT 146q. 17.4blisd sru: at es Men! Fort Pferee,ci 3lvd. Upytlight0gR16A-1Roof items - Anthony l.Imbo111,P.E.Repiedurtion a] ibis dcaumeal, in any laim, is prohibited wilhoul the wiitlea permission from A-1 Roof Trusses - Anthony T. Tomba III, P.E. Job Truss Truss Type Qty Ply A0260898 WQAS651IDBX FL08 Floor 4 1 Job Reference o tional Al Roof Trusses; Fort Pierce, FL 34946, design@altruss.com Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:00 2018 Page 1 ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-cUKjr7wmMg3PnnoFvq RBgP?5BSS2SSGzyDB97uzUoYn 0-1-8 H1 2-6-0� 2-4-8-I 2-0-0 2-3-6—i ONO Dead Load Defl. = 114 in 3x6 = 4x8 = 3x6 = 3x6 FP-- 4x8 = 3x6 = 0 1 2 3 Tj 4 5 6 7 8 9 10 11 0 �I 220 EL 1 2 9 e t 20 r 19 18 17 16 15 14 13 12 3x8 = 4x8 = 3x12 MT20HS FF-- 3x4 = 4x8 = 3x10 = 1.5x4 SP-- 3x4 — 7-10-8 10-4-8 12-7-8 15-0-6 23-0-6 7-10-8 2-6-0 2-3-0 2�-14 8-0-0 Plate Offsets X Y -- 1:Ed e,0-0-12 , 13:0-2-12,Ed e , fl5:0-1-8,Ede 16:0! 1-8,Ed e , 19:0-3-12,Edge], 21:0-1-8,0-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.35 15-16 >771 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.57 15-16 >475 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 124 Ib FT = 10%I,F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except' 5) Recommend 2 6 strongbacks, on edge, spaced at T2: 2x4 SP No.2(flat) 10-0-0 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP M 30(flat) *Except* (0.131" X 3") nails Strongbacks to be attached to 62: 2x4 SP 2400F 2.OE(flat) walls at their outer ends or restrained by other means. WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 4-0-6 oc Standard purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 1469/0-7-4 (min. 0-1-8) 12 = 1462/0-5-8 (min. 0-1-8) Max Grav 20 = 1469(LC 1) 12 = 1462(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3881/0, 3-4=-3881/0, 4-5=-5414/0, 5-6=-5414/0, 6-7=-5414/0, 7-8=-5414/0, 8-9=-3911 /0, 9-10=-3911 /0 BOT CHORD 19-20=0/225&, 18-19=0/4945, 17-18=0/4945, 16-17=0/4945, 15-16=0/5414, 14-15=0/4962, 13-14=0/4962, 12-13=0/2303 WEBS 5-16=-308/0, 6-15=-307/0, 2-20=-2612/0, 2-19=0/1894, 3-19=-300/0, 4-1 9=-1 234/0, 4-16=0/937, 10-12=-2644/0, 10-13=0/1877, 9-13=-300/0, 8-13=-1218/0, 8-15=-6/926 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 5 degree rotation about its center. 6miq-Plaset4utgMru!!ewW1.1 loci HISSES l iSttri UN IAt HN 9 (010UHI55 ri [flume B:slt4ne at. 0dess Gh!vist slFled eetleTOP,taq k1T¢kuseemel:fes s591Hesti(ttlt2llDta 4e nliL Ase Tuns Desilelichees(L!,S1001Ttdeu,tweut!nmJ.te?t?e110!'.Ssltedlggl¢lgInpleAnllp iR(,53!d(9jiteues!Wfq ferA,lK9t?uts.eI,Trs,d¢r!i7:(eeit, TDD eslI,adtt UP. TLS d?S4rB ]Se1R}eltfS.Itl fteEln6tS,flnetlG!p We Tle IDO NU [fee Tins, lud¢digkrar.4-ne, itfillefin ud then, A 4e 61re<.1taSt:!M if Anthony T. Tombo III, P.E. tadtse Flri!s LFssrr. tq ldNit4 it l4erlS111s14111h deft D'Y¢PI.d4 DitlfsF:i9'ISid F;tA1:1tllnifll4 Desllnr,mrie¢BBhn tttaz hlna9DDtsrx!FMT9i8'.LFklSS¢1 iitRTDDtller¢�i[lSmd}n}lees el leklld¢}(wlmuSvsplanEhesl(Sf1t41isledtp7ltlSlrmtd.umtSts}tnsrodn¢alrSlf¢Dusle:esleu>4;1esF¢9A!. mi1r5L gps¢!tf11, tvd n. c, dkeT.tssD¢'y1NT! 5Dls¢tptetWdTlteSMd➢ICIt,RRss tt 80083 44S1St. Lucie Blvd. ¢tevitels{tedlpu6ll;W tluH spte it wnhglptlllul:sine?seL ieeTress ossipi(shut!s h0T:et 10s3Cui}au,uT t.n Sysim Equate 'my Seddi 4ft(glaNfiosuensddmdbT?11. Fort Pierce, FL 34946 (oppilhi020161A-ltocfLDsses-AnihenyT.Tomho111,P.E. Reproduction ofthis document, in cottium, is prichilsided wit icul the written permission Isom A-1 Rooffrusses - Anthanyl. Tomb III, F.L Job Truss Truss Type Qty Ply WCAS6511 DBX FL09 Floor g 1 A0260899 Job Reference o tional �' 1.5x4 II 4x6 = 1 2 1.5x4 11 3 Run: 8.120 s Nov 12 201 / Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:01 20161 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-4gu53TxP7_BGPxNRTXzQMdYD5stVBzU6BtxjfKzUoYm 2-0-0 „ 2-5-10 Dead Load Dell. =1/8 in 3x3 = 1.5x4 11 3x3 = 3x6 FP= 1.5x4 11 4x6 = 1.5x4 11 4 5 6 7 8 9 10 NLW2 W1 C 1'7�-- 18 16 1519 14 20 13 21 1 12 22 11 3x6 = 4x6 = U8 MT20HS FP= 3x3 = 1.5x4 11 4x6 = 3x6'- 9-7-10 8-6-2 8- 10 10-7-10 18-5-12 8-6-2 0-1-8 1-0-0 1_0-0 7-10-2 Plate Offsets (X,Y)— [1:Edge,0-0-121, [12:0-1-12,Edge] [16:0-2-12 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.32 16-17 >679 360 MT20 244/190 - TCDL 20.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.41 16-17 >532 240 MT20HS 187/143 BCLL 0.0 . Rep Stress Incr YES WB 0.65 Horc(CT) 0.05 11 n/a n/a BCDL 5.0 Code FBC2017IT1312014 Matrix-S Weight: 96 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP 240OF 2.OE(flat) 5) This truss has been designed for a moving WEBS 2x4 SP No.3(flat) concentrated load of 200.01b live located at all mid panels and at all panel points alongthe Bottom Chord, TOP CIHORD nonconcurrent with any other live loads. Structural wood sheathing directly applied or 2-2-0 oc 6) Recommend 2x6 strongbacks, on edge, spaced at 1�0-0-0 oc and fastened to each truss with 3-10d pudins, except end verticals. BOT CHORD (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1193/Mechanical LOAD StandardCA CA CASE(S) 17 = 1193/0-5-8 (min.0-1-8) Max Grav 11 = 1193(LC 1) 17 = 1193(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2908/0, 3-4=-2908/0,4-5=-3513/0, 5-6=-3516/0, 6-7=-2901 /0, 7-8=-2901 /0, 8-9=-2901 /0 BOT CHORD 17-18=0/1743, 16-18=0/1743, 15-16=0/3476, 15-19=013476, 14-19=0/3476, 14-20=0/3516, 13-20=0/3516, 13-21=0/3516, 12-21=013516, 12-22=0/1742, 11-22=0/1742 WEBS 5-14=-313/142, 2-17=-2034/0, 2-16=011360, 3-16=-302/0, 4-16=-687/0, 4-14=-222/461, 9-11=-2033/0, 9-12=0/1352, 8-12=-336/0, 6-12=-915/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. RNatq •�imst9v[eg5lptttlte tle'31@DTIlDSSES;"SPJa?,::SEfAllitM4 t (OXDfiDXi:D$C4; tNFI'jSt[i9t7lEDbX.i°XT!Ne. reNh t;sx�patatnntz! reddala adis?rose Utslgn 6;tsieg^D@ia[Fi:pr.'t,>pT.babil,P.:.ItENerza $�N gtLR iv DeE;?w�N.ift Ncftdm6t 73D, ialx gXtekrstaet§t gldtss4fie taiht5t IUU t: qe tt id dtdIn13D;;:¢aTegiaNr(is.,igeraaXr FagatNS,IXe$'Istt.IMt;pluas 0 lvpWAAtl?Sigttl!it atilt TM.i Xtgw"tAtdxtTa6tdt, add IN. ra dalge tS3CiJ`t25; 1"q aCl: ,':t dt flr redt3;Ffhs Tass sular Whj*'.l4"'uP1-034.r'tl d1h DWtv'fit D-N'i klipir,I f" aviee. th lgf'fgt l VIN Iml YAlfi idt W111,L bso iml offt?T:D al ay fits{ .cord£ lms; haw%' a311 stugl, itsilkio, oad eth skol It Ft iti Anthony T. Tombo EE:, P.E. 3 itX ab q fasuild # 80083 1!t&ilduglkupaal GeuMa. An mia aldAn•ai>?t�tkpecfes aJ gilt:raidNt6t:' gTasqutdstfet{IeFera3maptSngdD!cdid i.Tflttd sgtAat rNNe¢rrdfa:gea:dgcidtae.T[Ndt+latihe ttsya3uiGlasmd Mns tf'.iET:ei3 Qessm,tnis@mqa ggrca;mrrtss�tatdG�u,telNs 4451 St. Lucie Blvd. tii;t.uh!mde!tCehal;q>.;ftgai;rii 6pr gz-fia h!At;i.iX;Stss U;syt Etgra�is XDiTd; geiMing6ergner.t TSasSgslem ErhetrdnrEeaduq, dsE t9lihliad kr!ts a;adtbted i; 7FPT. Fort Pierce, Ft- 34946 (ispytighlw2@16A-1Pool Trusses kdonyl.Tomhaif],P.f. Nep3adu;lionofibis daroment,inany farm, isptnhibitedwithoulthe witionpmmissioefrom A-iRoo] Tfusses-Affthaay1.tombaIII, P.E. Job Truss Truss Type Qty Ply A0260900 WCAS651110BX FL10 Floor 1 1 Job Reference (optional) Al Moor t russes, rorr rierce, rL 3'sd40, aesrgn($C_Vd Itruss.wne i 2-6-0 1.5x4 11 4x6 = 1.5x4 11 1 2 3 3x6 = Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:01 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-4gu53TxP7—BGPxNRTXzQMdYJ4smJBzM6BtxjfKzUoYm 1�2-M 0l� 3x3 = 1.5x4 11 3x3 = 3x6 FP= 1.5x4 11 4 5 6 7 8 16 15 14 4x6 = 3x8 MT20HS FP= 1.5x4 SP-- 1.5x4 II 13 3x3 = 12 4x6 = Dead Load Def. = 1/8 in 4x6 = 1.5x4 11 9 10 c c 3x6 = 7-10-8 1-0-0 1 1-0-0 8-8-12 Plate Offsets (X Y)— f1:Edne 0-0-121 f12.0-1-12 Edge], [16.0-2-12 Edflel I LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.23 12-13 >945 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.35 12-13 >632 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 96 lb FT = 10%F, I O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) `Except* T1: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) *Except* B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) 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, Except: 1-4-12 oc bracing: 14-16. REACTIONS. (lb/size) 11 = 1201/0-5-8 (min. 0-1-8) 17 = 1201/0-5-8 (min. 0-1-8) Max Grav 11 = 1201(LC 1) 17 = 1201(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2930/0, 3-4=-2930/0, 4-5=-3562/0, 5-6=-3559/0, 6-7=-2936/0, 7-8=-2936/0, 8-9=-2936/0 BOT CHORD 16-17=0/1755, 15-16=0/3562, 14-15=0/3562, 13-14=0/3562, 12-13=0/3518, 11-12=0/1756 WEBS 5-13=-326/132, 2-17=-2048/0, 2-16=0/1372, 3-16=-345/0, 4-16=-929/0, 9-11=-2050/0, 9-12=0/1376, 8-12=-302/0, 6-12=-680/0, 6-13=-231/470 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) Recommend 246 strongbacks, on edge, spaced at 10-0-0 oc and fattened to each truss with 3-10d (0.131" X 3") nails. Strong backs to be attached to walls at their outer, ends or restrained by other means. LOAD CASE(S) Standard 6i:dig � rieFtt Ilaiegdf talrxta•A1lODE m55eS rSEllEI'j, 6[W�At lEtflS S C04 d11DlS NSIUkj CUln'j A(SWDA"tiiiidEW'6sa. turfy fri GJTriu¢ems g:hs s!>I('.+nFiUrttx T8D is k u!.f. As eTrus Deslgv hprxe(i1. SR[idry 6qutrrfl: side. uriDDupruuls a cmpm;e Gl ese dfi!lWife! .7 ldifei is lg reSImUdy dit0.ers. tle amsiftnza Fgtd l' it, ratrlg Dtslg[S mR reins! d IN ltE,!ie!s.e ' 14h1e,Des"!IdErfieee•.AS'u.es seta:.1h no rd tie pmusmi pidmadtk udlq C.PMMSderyh4rndite.;sCSf I&SW l; fiudse Idud Iga (i9sd egtr9egeF ®miaq Irdl gu1<s Icrdtei thl".. ecip lq rat is NOT N His.; Owpir,.0ims S" Eepwe. (opyright01016A-IRodInisses-AmbooyHombis III, P.E. Reprodudionofibis dommeni,inanyhrm,isprohibifedw p gmmden ud sesaedu u tksUus Drsl� D:e+CyjfCat; rmi tee 1ielurl. iexli C1, r.l ldnexr SlaeF!re es!. Udess ghnise stdel estlelDD,u!g Rgrdesstudeegssetleg rzsrnnntnt'a; ft. impetths lslims kfidit tie ND sill, ruder igR.'tx [aspnuoptees.!ertxg oeenxt,smemry Anthony T. Tombo III, P.E. ltle bed ladsgnlr ¢iiisl. nerj)mdeille TDDtol gfi9i Fse dM1e inns. udrdal ; ,mmst ush!Idia uftnsig sld[km f:eresgu k::nd t 80083 TWlarf SlSAwerdaemd!a gterse!p.dutt lnl uiesludlel'"s D'siper fis Desgsiepdeami Tass Nrden:es,atss 4451 St. Lucie 131A. r.ojW&2j' A➢ q dm ik onremd tmenattR. Fort Pierce, FL 34946 ihcul the wtifteo permission hom A-1 Roof Trusses-AmhanyT. Tombo III, P.E. Job Truss Truss Ty' a Qty ply WCAS6511 DBX FL11 Floor 1 1 A0260901 Job Reference (optional) „{ �, y+t� a, auaa.wnr Run; a. rzu s Nov iz zui r rnne 8.120 s NOV 12 ZU1 Y MITek Industries, Inc. Mon Apr 2 10:21:02 2019"Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-YsSTGpy1 uHJ715ye0EUfvg4UkGGawYxGPXgGBnzUoYl 2-6-0 I 1-11-0 1.5x4 11 3x3 = 1.5x4 11 1 2 3 3x3 = 4 I 2 tN m 8 7 6 5 1.5x4 II 1.5x4 11 3x3 = 3x3 = 2-7-8 3-9-7 4-9-8 7-5-0 2-7-8 1-1-15 1 0-0 2-7-R LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.05 7-8 >999 360 TCDL 20.0 Lumber DOL 1.00 BC 0.36 Vert(CT) -0.05 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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. REACTIONS. (lb/size) 8 = 474/04-8 (min. 0-1-8) 5 = 474/Mechanical Max Grav 8 = 474(LC 1) 5 = 474(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-563/0 BOT CHORD 7-8=0/563, 6-7=0/563, 5-6=0/563 WEBS 2-8=-653/0, 3-5=-653/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 39 lb FT = 10%F, 10%E A'weap tit -11 IQOFliffi ninrESAUlto Mis tr{u 6psyv I.I.ipp,iQOjalS:?ttttf T.rarhp!F,rt.it*tnemAeel hGrt ne. QrBap:5n.ist sMe6m3t 7DQ, ady Nirtk JmpaeJ!ar dales sldfie eaedhrritlGQkktt lsalwss Pa!w lafueer0e..itwiaq(alron),NeleQ; l4ffyr:'Gpt}'1i223WYJfrliHt9!6Me'fCHP.tdti Mjtl?tl5flllFWSiS!'N,!Nli?L35!Jp/I FN ii3f!t SttSS �ij4CC�1v606Iy, ptaif lrFl.(13Ji5IjF e5Jp2/'itG3,!P9fi]j:M:"itEt;fl�Jih Anthonya T. Tombo III P.E. m:: "lost 0IIIJ Inns III ar6xlda7Js wart yJmia.ryAL*tc, rat ow'sAlfild'Ito ut-11!ly 6vuplr,ia rat J`Jare. thtir t awith Intl Ye06aytr2r oilllil. Tia otNtatl a',wayGO tat ctf fitldpaet(Ikt tnas,ivh•+.,j hadlia', slmtpe,ut'tiEtite a9 h�eaial sill saAa ltJpasnil:5d ' tiat.df�gpadSenmr6etrrtar.III aaesulesataaSGQalINrmw i r4t'mts0.6&:%ig(4rlatn AtlMns,*.ilm.rV.Jaee6.;r!ulSlUm80083 aenfxmalfa:go-1pi... Pula!+saJYeJtapaur3i!'ascaf!>Ims1'atT+ctsCtngu?,intJ6tJ3aLlaetraptTnss#mxiaGaer;aa!ess 4451 St. Lucie0083 Blvd. tliw"iat le!udirt(wGa:! Il+aetrlae iporazly tlrLtliti htt!!tl. lia Laa1 Q{JJln Elg�ant IS 1Of ht retllBg QPJi3ata,f' TaaJS Sntlw Eeriaud Ny6ailrlpr. !! Uri!a!Iial IaraJ ift /a /tIRR 4Tl}1. Upyrig6102016A.IRoof Times -Anhooy1.Tembelll,P.I. Repteduclion afthis dorumathn onyform,isprohibItedwilhoulAtwJivenpermissionfromAdtoofhusses•AelheoyT,iomboil,P.I. ForLPierce, FL 34946 Job Truss Truss Type Qty Ply A0260902 WCAS651 TDBX FL12 Floor 1 1 Job Reference (optional) Al Koor E cusses, con rierce, t-L swawo, oestgn%_Va ILU55.W11! 1.5x4 II 3x4 = 1 2 d• 3x4 = 1.5x4 11 3 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:02 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-YsSTGpy1 uHJ715ye0EUfvg4OQG9AwTdGPXgGBnzUoYl 2-0-0 3x3 = 10 1.5x4 II 1.5x4 II 5 93x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TIC 0.94 Vert(LL) -0.20 10-11 >860 360 TCDL 20.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.28 10-11 >617 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017ITPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 943/0-7-4 (min. 0-1-8) 8 = 943/Mechanical Max Grav 12 = 943(LC 1) 8 = 943(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2088/0, 3-4=-2088/0, 4-5=-2144/0, 5-6=-2144/0 BOT CHORD 11-12=0/1331, 10-11=0/2144, 9-10=0/2144, 8-9=0/1334 WEBS 5-9=-366/0, 2-12=-1553/0, 2-11=0/884, 3-11=-350/0; 4-11=-362/146, 6-8=-1557/0, 6-9=0/972 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 3x4 = 6 14-7-10 Dead Load Defl. = 1/16 in 1.5x4 11 7 8 3x4 = PLATES GRIP MT20 244/190 Weight: 75 Ib FT = 10%F, 10%E K'RP�g •fl»st di#SiEi (lItEN!Se �Sd tGOF irUSSESrSc1!EI'j. SEXEUt Tatdi t (6eDTIUNSEGAGM;'IGrEr' d(CiU•C1E0.11t'I' (aa rtld; krrtatrus tef ud lets It dis toss 6esip kwiq 10,taiIII W.W1 Lh.Vt 11H.lt1veut Slettithitist. !ktss o5nxiss LtW te"e TGG, #I; NITttltSf[iMrld2fsk!1Ot iSttv(Wffi:ICvhlllNi%.iSeIR13 GtSi45 Egl!!tf!Id.,irt:"f lPj�!t1l,iit Std lS tfrlGifr'tSFL'itllUlthPU �: LShr'eItSSRfdeB;:PttJRS;tei!'A!:t!Etl lEe deusn d!ie 4o;leinssleri.^a'n*.eT:Gttit, ypjyTriE, tfejtSlr4pfFir95;IC.�'OI:C�:tf1; 347LSs:iiit Anthony T. Tombo lli, P.E. etl uedltls lossLt ar ta(:�iaq sowufasm;7 dIiI 0r?'htD.tts'smisti:dgWvAai:'3yr+;irw,6 dt tseIo' dist iitIII lKtad tlatl friBaE:tdstalitlL Tll gpirts :lt'.-Su!#i Gtldsse6Ht lass, uelrrt 5ailul. ssrgt,¢s;t'sUxsadltri,3 dtU!!Pe;ss>?isui4'fd 480083 ' CelrltlierPlsigesmrritlta0leSGsYassetrAu!atiQ9citkpn:.usui¢st6�2tsdfata;'Gq(amrnmSdstfidvt:�(]'3Lryi?:i3t1E�11111 SKIM Isetttttr,Y.;tu;diaifM.Er4iEt!rn56ttt;iPSilil_�ttOirAtSd9tTtsitli K;'Itsstj.!j "smiinss9aff rv,w?tss 4451St.lu<_EeBlvd. tm.E;efafit[xnr�tp:mg�a-k;ijCW,Wind,d.isttussGsip&yazeION NI.11igGes tctt?nsi;deaEg!xddsgialag. qudi,ftt;asattstfittltTaE. Fort Pierce,Fl. 34946 UpyrigbfV2016Ad loot Trusses - Anthony 1.Tembe111,PA. (iepiodmilmsofibis dcmment,inonyfarm, ispfobibitedwl16ou[be sriiiteffpesmissionfrom AIRoof Losses -Anl6eny1.TomboIII, P.L Job Truss Truss Ty' a Qty Ply WCAS6511 DBX FL13 Floor g 1 A0260903 Job Reference (optional) >i 2-6 0 Run: 8.izu s Nov 1z zu1 t runt: a.12U s Nov 12 2U17 MiTek Industries, Inc. Mon Apr 2 10:21:03 2018'Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-0305U9yffbR eFWgay?uR2ddpgYdfwuPeBQgkDzUoYk L 1i I 2-0� P-0—� 1.5x4 11 4x4 = 1 &4 11 3x3 = 3x3 = 1.5x4 11 4x4 = 1.5x4 11 1 2 3 4 5 6 7 8 Ivi 2 W1 A d 1 d 13 12 11 10 9 3x4 = 3x6 = 1.5x4 11 1.5x4 11 3x6 = 3x4 = 15-0-14 15-0-14 Plate Offsets (X,Y)— [1:Edge,0-0-121 LOADING (psf) SPACING- . 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.12 12-13 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.63 Vert(CT) -0.18 12-13 >985 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 80 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) 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. REACTIONS. (lb/size) 14 = 97210-6-14 (min. 0-1-8) 9 = 972/Mechanical Max Grav 14 = 972(LC 1) 9 = 972(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2162/0, 3-4=-2162/0, 4-5=-2318/0, 5-6=-2154/0, 6-7=-2154/0 BOT CHORD 13-14=0/1379,12-13=0/2321, 11-12=0/2318, 10-11=012316, 9-10=0/1380 WEBS 2-14=-1610/0, 2-13=0/914, 3-13=-282/0, 4-13=-451/12, 7-9=-1610/0, 7-10=0/903, 5-10=-612/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard k'eanl •rleste ttt*tegi!t nd!! tk'(T t@gf lISSSFS �S1(9^,. Efr(rl(TWfi t (OdOT>:JXt (GACIt(Ws1t jRCi3i7dLE0EH(Fr ra to* As,," ptadtn "it'll totes wtis La's 6rtri fee+iey(tDbltllslt db`."T. To.)o fi!jl. Notion Shilitletlii. �+E`:tss o'ltriis! tik'tltD dtTp6,lSly MITl1lxVetkt rltlts SttII It Rsldrer;ltS6� (F It tF<'N, i!! I!oSt bti�yd F!;!!!lr(I.l.,stid4l,fq ?K At ltd t6'%r TO let�lws sto wills, 0lk i<ddslttt;m;ll4tllf�g 1dtNSisddyLl tte inip lit, sillie Tivis 4iwtdw iellh0t, lelo Itfl. T32ItSi;E 25ti3Y�t!!; (R0.t#IS (pSf�te;,!4!@vity Anthony T. Tombo III, P.E. etdnet(tl'ulnssltrulytailaylslhttileosir!�enztNoe, fit 0owswildidarat2rP�x6r':sy(ksitnai,tefit Won dit"11C.61Kadtttlddidlispalvfltbl,Tisetpordo'th Rotam t'lloetdHtrnss;utlol'z;htioll,ftist,itsa!!ttiecedLoss;still itAsrti)M411?fo? 1 80083 ' ri, Whig NsiriP(WIsitikCInstillWool0m.11ItasV.GnllNelit.$ofItk"(l3tntdSell,�tti*.RISQ14,4l1"'IN./SKAno(dorlltlfi''E�llraifEIXt.T1{II'?1bt113tnijH5f91LSSG11dNlStrijirnllv2l�BAN,IntlCtl�ItfOSiitUNinuNtlaluYet,m!tss 4451StLudeBlvd. •Aussis,i0mi's(xhxliftedgwkrci;rq6;C`�tietft,datd.litNisD ipTop"!IsAD[litkilliry6esigt(,4�':rlssSnteafReoecAltthilGtt,l7tgdtliullsastrtlsd¢hudilTfll. f4451 St. , FLLucie 34946 Copyright• 2016A-I goof Trusses -Anthooy1.Tomball],P.E, AepioducfioloflbisdolumentrinGuy Tom, ispsnhibiledwilhoulthe etitlenFeimissionfrom Ad loaf Trusses •Anflunyl.Tlmbo111,P.E. C Job Truss Truss Type Qty Ply A0260904 WCAS651IDBX FL14 Floor 3 1 Sir Job Reference o tional Al Koot I fusses, Fort tierce, t-L 34u4b, oesign(waitruss.com 10 23x6 = Run:.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:03 2018 Page 1 ID: W?qu Lcr?Re?LfzLe98RjH4yHM91-030sU9yffbR_eFWgay?uR2dgxgZzfyZPeBQgkDzUoYk 4 3x4 = 1.5x4 = 1N1 8 3x3 = 7 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.09 8-9 >999 360 TCDL 20.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.13 8-9 >774 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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. REACTIONS. (lb/size) 9 = 536/0-7-4 (min.0-1-8) 6 = 544/Mechanical Max Grav 9 = 536(LC 1) 6 = 544(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1238/0, 3-4=-1243/0 BOT CHORD 8-9=0/1169, 7-8=0/1243, 6-7=0/1243 WEBS 2-9=-1224/0, 2-8=-12/288, 4-6=-1311/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 6 3x4 = PLATES GRIP MT20 244/190 Weight: 40 lb FT = 1 O%F, 10%E itaiaay Prot tv+tsyaly red!v Mt't tCD£IICSSES r58Erl'f,EFAEtltT:USStCCeDB1CMS(DStCN"tU![I1rItY5AEFD:N:!tTTea.lady0oppe'tlovsee!fnirest" ibis Tait Duslpf3'erUf{ID[1i317: dERC]tT,inks 1111.tdevalNOlthit ni. l'R nS gft..isf S'E d"1tRUIrdr Nirttta"trw Ades sedT kwulf[o:tD_Ick'VA Is a Tnss Ctrtafata:er,x,St"W" Eqn'V,Ofndumy Wrtr'Msat saqwe 0 it rdfisirw. Me dtsipat",sips!IRIS i:pilteeaS!7cDnlr, War IN, inIslip naaf"aa; Infiq atw.t;t sz:'ai°an Anthony T. Tonibo III, P.E. td.se tl Misrrat hi "r kN .r isk±rt.pas'xi'jdlSe Cta:, ht Oxw,.4rttle*tlgNtrt�tu'isg Ct:".nt N,u StttCtCttiH il(,MeitftdG WI iihSpa-IM-l. T7s trpo!tldttl'sD aetejGtUnt6Mt TntL ltda'..p eaiiiar, Attgt. ss xtia s-0brtiy Sunnite rrtt+sid-ty. 480083 @ittttll.isuttddVii"dpIltfrt"fdnhtdrgrttdUgI"n@iend_tigdukrI'm y; t ti.ts4q!Ndr!udm..[hteTr1tsps[ik-s'hips'Eatt-ittt,NclstOS(Gntplaltu15D6DrtsyMuce:TmsS!deeEgirr:tltyltlt�t}.Lttriitlizdl:;astrttsld"teitTN1. rrsn ttn¢.,T—twrlipw"eT""Ntt'he—,wms 4451 St LUCIeafVd. (cpyrighl02(IER-1Roof Trusses -Andony1.Tomb 111,PEReptcdurtonofthis dotomeo4inany form, isprohibited witEoulThe aitteapmmissioo(rem A-floaf Trusses -WhoeyLTombuIII, P.E. For,Pierce, 34946 Job Truss Truss Type Qty Ply WCAS6511 DBX FL15 Floor 1 1 A0260905 Job Reference (optional) Ai Hoot Trusses, Pon Pierce, FL 34946, aeslgn@altruss.com Hun: 8.120 S NOV 12 2017 Print: 8.120 s Nov 12 2017 Mi-Tek Industries, Inc. Mon Apr 2 10:21:03 2018,page 1 ID: W?qu Lcr?Re?Lf7-Le98R)H4yHM91-030sU9yffbR_eFWgay?uR2dfugbdf?RPeBQgkDzUoYk 2-1-4 2-0-0 ; 2-6-6 1.5x4 11 3x3 = 1.5x4 11 1 2 3 3x3 = 4 I I vV1 W o ei ai 134 I 8 7 6 5 1.5x4 II 1.5x4 II 3x3 = 3x3 = 2-4 4 3-4-4 444 7-1-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TIC 0.57 Vert(LL) -0.05 5-6 >999 360 TCDL 20.0 Lumber DOL 1.00 BC 0.44 Vert(CT) -0.07 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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. REACTIONS. (lb/size) 8 = 456/Mechanical 5 = 456/Mechanical Max Grav 8 = 456(LC 1) 5 = 456(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-512/0 BOT CHORD 7-8=0/512, 6-7=0/512, 5-6=0/512 WEBS 2-8=-623/0, 3-5=-593/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 38 lb FT = 10%F, 10%E Seiasg P(ma Ym!eegiti f!d£v At 'I MgfIIUSSES{S1Lr„ IEIP(13kiit(CNO>P9lk(BgiCN�UJ?�jCIXt7&(fDSY.SI'kra Tttlh,tsr!gaPTLleft!it£1 tt3d essef ttlkis lass Msgt �niey(i0plea(`xad£!gaai T.loth II',P:.IderaaSitdktLrt ast. U!nta!at!xist srdelwfteTcD, atlg Niitlraamunt tides skill h-stifis4-10 ake tCid. Ssalnss"eumP4'veer(ie., Stesia!ry ftgwer), Ike tedtsa7lC"Jaf:£ussmau£gtmus!tMt+ltsixcals�gixer grng£aia1J!gft li!dtsigad Rt siaglt isrsdyiCeleetlt7C�ni£, apdtr ltFi, (9:lesiga tsrcxg"ra, IWing (iG:at£f; 1F.!b'�}ih Anthony T. Tombo 111, RE, a£dtstt+ i}it lfatsfar ®g k; ag it"srtip¢asikiry all, ow, A, 0-tv's£6+ dsy"Jutt WiNorlipv,hrat tuetadlh itt,tle ll(a N[Kr Dr111iiimltal711d. Its ryp,neldfEtl}ttad itsIoltftfl At Tfas; is wis; hitral, dalgtk;Alecl CH L ili skill It P3;t:jY'SiHI"f 4( �x $0 0 $3 ' iuktll4QsdytermP(vdra7rr.AAtdtssdtdkfit170t:ltltptcuac£Irr%fx:.ttadstK'Cs�(aspiNSd£faldnzmxe(i31}PadtAelkiFle£dS!(Aaret£tsrt£alY.i£endl.id£atlill!£5a!sfitr£;p�ssiiit:iasoddmnd5ei:estCas:gay,toss6:srgsrepvwaPPross9luol£Frer,ailtss 4451St.Lucie Blvd. dlt!,£$t de5ad lgtkvhad opted rank w'''+ky s'itadies anLtP. tit Lns Milo 5ji t!Isla]ft Won pesigatet!`tnsSnleaE,kterdtsd hi'fitg.liayi4ali,td Rsaf ae rsktudi£Tftl. Fort Pierce, FL 34946 Copyright 2016A-1Roof Trusses - Anthony l.lmnholll,P.E, ttPIGl0:110U41ibis datum ttf.Illany farm, itPIOAlhlltdIiPl WilAOUIIAEW211PE1RiISfIOCIrOmA-It001TIUSSCS-AOf665TT.TusEOIII,P.1, Job Truss Truss Type Qty Ply A0260906 WG',AS651'f�t�BX FL16 Floor 1 1 Job Reference (optional) Al rtooT f russes, ron rierce, rL ,wVpo, aestytr(,wa nruss.wrn 8 Offsets 3x3 = 2-6-0 Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:04 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-U FaEhUzHQvZrGO508fW7_FAq 14xmORLZtr9NGfzUoYj 2-0-0 i 2-6-6 1 3x3 = 2 7 1.5x4 11 3 3x3 = 6 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.05 5-6 >999 360 TCDL 20.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.06 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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. REACTIONS. (lb/size) 8 = 481/0-5-8 (min. 0-1-8) 5 = 481/Mechanical Max Grav 8 = 481(LC 1) 5 = 481(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-578/0 BOT CHORD 7-8=0/578, 6-7=0/578, 5-6=0/578 WEBS 2-8=-671/0,3-5=-669/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 5 30 = PLATES GRIP MT20 244/190 Weight: 39 lb FT = 10%F, 10%E Y¢iat,p rltos+5t!kpill ettRW Ht'd 16BE HUi54,"Stilt';, 5E5EfAf 1Ei44i t iCKOT'BNf.UifQN;"tU!Et jt�(YvJi71.ED'v4i57"tNd, tndrd:;i�' pstad s offal lots EsfiisTtns Uesir atriegi OUiNria: W.Wt T. Iml. IG,P1.N'trml Sons pefeit m. M! t!5vrist swWo usTo'lor kiiekfa¢ttmt plaits std! to astdiat3t IU hte told is ulnsserc Etpaur(r,ipetfdep EnphtNf, tte udazbp )r� (=.pre;exsw uspttted�tp;desSrc¢t antt¢terttspai;a:htrmt!it dtfip¢ drat d¢;It iras d:piltUfo;NIGU air, rzdtr III -I, 1¢edesigt esstsp`tn, ftv"iy;a:'Uas; sz'd'd�h Anthony T. Tombo IIi, P.E. ¢tdntdttis 7!nsitrap Rii3"wp isflx rupws:a:Irydf4e Cra�,Y¢eG+ttt's atAtrnda;eatardttt:.3pn:N,HiS tfa'tgt'. ttt QS,Ste Rdrada lN¢4sttidug t¢dantdiHd. ift gpnaldiFtiUo4dNitieidtsedik tnss,rsk¢apat¢dhap.. sbiope,xz!nhcead t�ni¢p saeil tt At;tspasikih'sd a80083 med tdup 6tfiptkt wt dadrfli(. $9 otl'Itort TUU4d IN Fm's off wo`EffGTlit Witp(d;apatFNdtil4 idaram:a(3:iflr+d�iMd tr; etdSest NtidNa(tdf>gW..dprid¢ett. rpit ddatf tll aipE94iti`tiCA d+Lts lt'¢tT!tls 6ei+E¢K, dart ptUp¢ElpiklEE 9difttfp♦t4dEGXN,t9itaf 4451 St. Lucie Blvd. oral*:.!died l;e cahwapttd qa it niNifu'pemes getltd.14I'm Nip Eepw!is r6lit 10irtp otsipAN,!"mssysillfq!KVTI¢tltul6q,iiit¢pihiirl iras at ¢sdtEned it;N,. Fort Pierce, FL 34946 zi (epyrigbiw2016A-I Roof Trusses-AMboeyl.ltmheIII,PI Reprtdodioetfthkdofement,inonyform, isptohibitedwijouliheWritten Permission from A-1Roof Trusses -AnihonyT.TooebIll,P.E. Job Truss Truss Tyjre Qty Ply WCAS6511 DBX FL17 Floor Supported Gable 1 1 A0260907 Job Reference (optional);a. n I moor I russes, rort t-lerce, rc 34946, eesignLaitruss.com htun: 8.12u s Nov i2 201 i Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10'21'04 2018rPage 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-U FaEhUzHQvZrGO508fW7_FAxd40XOUfZtr9NGfzUoYj 1 2 3x3 = 3 4 5 6 I to ( T: ST;I . T; i to ; —;i 12 11 1 10 9 8 7 3x3 = 6-10-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) n/a - n/a 999 TCDL 20.0. Lumber DOL 1.00 BC 0.01 Vert(CT) ,n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00. 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-10-2. (lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 36 lb FT = 10%F, 10%E ¢mag f;taseEt¢?t g111310 fle't;tt3tttUSSBiS1f r''{:Ftttti[dNS 6 t0M0Tt9%S[UPON pJ'EI;dIraMD5U.ilTfr,a. rait.,dfs!s¢prcxttus rad reiamts¢eNzs'tass a<s!in [re g':DDied 5¢tF•k3¢yI.LaHllt,r.E.ittine Sled kelaeatr.D esza9etetsf s2!tra4lV, ui. dLTetwaetti tlelfs sts!ilt iffdfPEllt lD:htP 96id AS¢tiiYitisW.'i�N!tfpl,)pE(CCr"EBjRfUj;NlStk:W&'Ji:DEf e1!S36i Yfed!Bfte&fFet'EItStIFf¢>4�39?Nbjtt3T64itY!itr6(D?ds{pdae sideTufsdakhdea�f7:4¢e(r, rxtxllfl. taa desigcnuxp ns,!wAcy;md`fiete,!e!:!ih ,Anthony T. Tombo ltl, P.E. ¢¢diuAttis Tns4l¢tff76r9:ayii'hrlsy¢asn'idSeGKmE,YxE Grtt?s nflStcted rye¢lal&tr.;„eg fn;p!;,ie fie teCeGe`.Itt OL!is Rtcrdi*tlrcd ttlii3¢r:ids¢ditld.T.r!rrp;U!al$:IbD aaE�tGeldese ttdt tress;at€ciz;a¢¢llitr,simiaex:cNrett3!!¢ti¢g s4¢il l!p!ufyrasihildfa'. �80083 (Jl rNliiq D351gfE(abftal#S7f(. du �kS ftiMulxt Tip¢Comi�'¢L':tiE¢kd$+.3i;1i0tlfede::i".C�tOTritE¢ir�l1(Ib{9e$2A}�:{Df'yjlEihldt!irl�tid 6tii{Nte(Hi'dekiilttl(i"itA RiI d393fe3t!Fiji9]3t1�t3 a'tI d�N3 ii5tT!t3S DF1:4tY, fiASS CtSlte ta�lEtEf a{iM31NfflA6G tt.l9ttii 4451 fjt. Lurie Blvd. ettt3audr'ifed hTetta!ixl t^,txdidvsnes' tTs=p^titr rwdrtd.;teLns lksiga6gmt is tOf tit talon Grig¢t"to Tusssri4afaeiafxal¢n Hildeg, df¢tiMii;dlwaswttsdeheditTn4, foci Pierce, FL 34946 Copyright 2G16A-iRaotTtusses Anfbanyi.Tcmballl,P,E. AeptaduaionaliF.isda3u. 5,inany form, isProhibited wilhoutThe wtifteapmmissianfrom A-tRoof iusus-Anthony 1.TambaIII, p.E Job Truss Truss Type Qty Ply A0260908 WQAS651 VDBX FL18 GABLE 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 4x6 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:05 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-zR8cvq_vBChiuYgDiN1 MXTi3NTMT7gFi5Vvwo6zUoYi 4x6 11 24 23 22 21 20 19 18 17 16 15 14 13 1.5x4 I 1.5x4 i 1.5x4 I 1.5x4 1 i 4x4 = 1.5x4 12 3x4 € 3x4 11 1.5x4 !I 3x4 I 1 1.5x4 11 1.5x4 it 1-3-10 2-7-10 3-11-10 5-3-10 7- 6 7-10 7-11-10 9-3-10 10-7-10 11-11-10 13-3-4 1-3-10 1_4 1-4-0 1-4-0 -3-15 1-0-1 1-4-0 1 4-0 1 4-0 1 4-0 1-3-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.00 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 84 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP 240OF 2.0E(flat) 2) Truss designec for wind loads in the plane of the BOT CHORD 2x4 SP No.2(flat) truss only. For studs exposed to wind (normal to the WEBS 2x4 SP No.3(flat) face), see Standard OTHERS 2x4 SP No.3(flat) Industry Gable End Details as I BRACING- applicable, or consult qualified building designer as TOP CHORD per ANSI/TPI 1. 3) Provide adequate drainage to prevent water Structural wood sheathing directly applied or 6-0-0 oc ponding. purlins, except end verticals. BOT CHORD 4) All plates are 3 5) Plates checked 6 MT20 unless otherwise indicated. for a plus or minus 5 degree Rigid ceiling directly applied or 10-0-0 oc bracing. rotation about its center. 6) Gable requires continuous bottom chord bearing. REACTIONS. All bearings 13-3 4. 7) Gable studs sp ced at 1 4-0 oc. (lb) lift upl100 lb or less at joint(s) 8) This truss has Ijeen Alluplift designed for a 10.0 psf bottom 24, 13, 21, 22 except 19=-969(LC 8), chord live load nonconcurrent with any other live 18=-308(LC 8), 20=-291(LC 8), 17=-563(LC loads. 8), 16=-533(LC 8), 15=-262(LC 8), 9) - This truss has been designed for a live load of 14=-518(LC 8) 20.Opsf on the bo om chord in all areas where a Max Grav rectangle 3-6-0 talj by 2-0-0 wide will fit between the bottom chord and All reactions 250 lb or less at joint(s) 10) Provide mechanical F ny other members. connection others) of truss 24, 13 except 19=2288(LC 1), 18=1024(LC to bearing plate capable of withstanding 100 lb uplift at in 1), 20=869(LC 1), 21=548(LC 2), joint(s) 24, 13, 21,122 1), 21=(LC except at=lb) 19=969, 18=308; 22=498(LC 2), 2), 17=1645(LC 1), 16=1564(LC 1), 33(LC (), 7= 20=291, 17=563, 6=533, 15=262, 14=518. 14=1553(LC 1) 11) CAUTION, Do not erect truss backwards. 12) Hanger(s) or other provided sufficientlto connection device(s) shall be support concentrated load(s) 201 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except Ib down and 185 lb up at 0-4-12, 246 lb down and 226 when shown. Ib up at 2-4-12, 327 2964 lb down and lb down and 301 lb up at 4-4-12, 2729 lb up at 5-7-9, 1627 lb down WEBS and 1498 lb up at I7-6-12, and 1627 lb down and 1498 6-19=-2281/1967, 7-18=-999/713, 5-20=-848/645, 4721=-520/221, lb up at 9-6-12, and 11-6-12 on top chord. 1626 lb down and 1497 lb up at The design/selection of such 3-22= 472/185, 2-23= 405/100, 8-17=-1618/1235, 9-16=-1538/1171, connection device(s) is the responsibility of others. 10-15=-960/639, 11-14=-1528/1149 NOTES- LOAD CASE(S) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; Plate Increase=1.00 h=25ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS Uniform Loads (envelope) and C-C Exterior(2) zone; cantilever left and ', 1- 1- Vert: 1324=-2012=-210 right exposed ;C-C for members and forces & MWFRS I..Concentrated Loads (lb) for reactions shown; Lumber DOL=1.25 plate grip Vert: 6=-2964 3=-246 9=-1627 25=-201 26=-327 DOL=1:25 27=-1627 28=-1626 R0."Ij•Ati?31Zili (fNfAtbt7.l(71TIIN,SE$�$L r'';tiiUf #ii4ij DMD1':lYSib)1DN tgsrl"1;r4)#1EDDE±.'Sr#t{o.#erhkct:'yraaas aA read nuts as lEisirav Dentt(kerier, DDieflat an.sJT.TanSf IICPF.tterfuti$tei ldnt ar.. 5r"e ,t`ar.•Isfsxebregt T411, I, �Ilttl9Uta4rPllili ifSitE eSPb IIN?Y Tf hhlof.bSBT'8ii t:WrS]Aitt!{I.!)jt�.Y:r TBfY.Ni lPt at�BE GEj TD#sp:t1 S38k &R!PiLt4'Su P:FitiShtA EBj>a t(TjllSft5i Y:lilY fpl EE;Upf tl et ilipli llPSS f'.Plata[d At T:t�Btip,f&{Y IPI I, #Sf blSl§4B5S23P 3: :tp JtE�e BES.?41Ib'i�iil Aflthony T. Tombo III, P.E. lFfslttl'ii IrySS l9t iif rT f�Bj i'.s.'tt1�e>:`itt}I41 DAtt9, ret DiFE'888htl:i<f8jtel ea tPF'` 0M1t'/,V'j; iBt tta'.ECB:'I$B ltC ihl O{trd fiNilaslyd3ajlCtE a?l1+61. Tat a9praad e'. �t1PA etie rfielbae dtTr.is; usm sp aaedr�lt.. sime?t,ss:G tttiaueJbtettap saeil tf titt stsPiasuiLsd.. 808 zt MIh'Tfit;rtil9Etf Lif ftBtIG.14f.111filn iti8Hp7fT veEb D.'YP!tCftiBkf§v".L Lki 6#ibtriP:89 r8DjMt8i$!ht#lafttsa^sa(S$Dpal'fa!36?TFi¢a!$PC48itti#Nea(£f Put ttrrai taboo Rltf?!et?1iE 38SP895i8tI'':Eif�tifiel St Tn?3DFF¢afr.rftfi DailPa 3tilttf i8f Tl8ii HeeB#aa9!l,btiE35 445t �er Lu0cie3 Blvd. drier+tltist33rx(tefia9 apfltb gwlt �..tgey m,;rtrlits inehtf ibeTnss peflp &3nzt:Is yBi fit EeilFuj6tii;xr,a pslS sleieftr,:fEedaslit#itr,l': upiiatiel i>.•aiu:tts kfitednlnT. For-, Pieree, FL 34946 (apyatghl;C2016A-]RaulItusses Aafbonyl,lamboIII.P.L R'epl,bullionollihisdo ootol.inonyform,ispichibit4AwillSisoultewillempermiss'ionfromA-IFaaibusses-Anl6anyLTombeIII,P.E. Job Truss Truss Type Qty Ply WCAS6511DBX GE1 GABLE 1 1 A0260909 Job Reference (optional)etc �t r�uuf nuaa , -u+a ricwc, r� .rr�to, ucasyn�tua ntuaa.wtu 9-3-8 9-3-8 4.00 12 4 iST7 (i 1 S'i11' 1 0 3x4 " 21 20 22 19 23 KUn: 5AZU S Nov 1Z ZU1 / vnnt: kJAZU S NOV 12 201 f MITek industries, Inc. Mon Apr 2 10:21:06 2018' Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-Reh-6A?XyWpYViFPF4Yb3gFGetgYsO7rK9eULYzUoYh 18-7-0 9-3-8 4x4 = 6 5 7 8 s IST5 --' T------------ ----_n i 10 18 24 17 25 16 26 15 27 14 28 13 29 12 30 3x4 5x6 = IE .o d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 87 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING - TOP CHORD I' E Structural wood sheathing directly applied or 6-0-0 oc purlins. ` BOT CHORD r t Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required i t, cross bracing be installed during truss erection, in j5 accordance with Stabilizer Installation guide. E REACTIONS. All bearings 18-7-0. C (lb) - Max Horz r 1= 108(LC 12) r Max Uplift All uplift 100 lb or less atjoint(s) 1, 11, 19,13 except 17=-107(LC 12), t 18=-120(LC 8), 20=-247(LC 12), 15=-106(LC 13), 14=-121(LC 9), 12=-247(LC 13) Max Grav All reactions 250 lb or less at joint(s) 19, 13 except 1=262(LC 33), 11=262(LC 43), 16=263(LC 38), 17=266(LC 37), 18=276(LC 36), 20=361(LC 23), 15=266(LC 39), 14=276(LC 40), 12=361(LC 32) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-20=-267/290,10-12=-267/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)'Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5,Opsf; h=25ff; Cat, II; Exp G; Encl., GCpi=O.18; MWFRS (envelope) gable end zone and C-C Exterior(2),zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) All plates:are 1.5x4 MT-20 unless -otherwise indicated. let£sxplij [tWrilt'1 `IcOtRUfiE31•SEtE#C;:_EAEiit h14i 6 igM011F;jXS,UtiCN'tURi 111TtY+mm',w pltu55�:I it RSedMt�Ti3h lttClt. iiI9TR53 PFt14S r411]fttp.f Sptta'tE3j:Y!£;, IYt St IkO ft:ISli Tn31l31tiyBt.l Rg Fi:R5t3p[AS$'lf Slid Y'xePrSPQitiliaflle(IPl ijtfl H'�t rT`-0':Ap i\; tit lgidul P£fi¢tr tti a813MIfi. ilretlMt llain7Y1;' asd3FpttcM taf pa&m£Sd�£rt.!!dLq Canpafl Zikmaap-P:.pu 11ltrre,{Ott Xdit �rMIi9:1 EUEtIe(tt 14 ! �ip�p�}IM 1f!4�!id_ iltTit55 bRSlj➢ftp;N£• R R5i �t iNl copyrigMVtpl6A-]Ren(Trusses AribnnyLtcmbeIII,P.E tepisduniaecllbisdamms. Gable requires continuous bottom chord bearing. This truss has been designed for a 10.0 psf bottom ord live load nonconcurrent with any other live ids. ` This truss has been designed for a live load of .Opsf on the bottom chord in all areas where a :tangle 3-6-0 tall by 2-0-0 wide will fit between the ttom chord and any other members. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s) 1, 11, 19,13 except at=lb) 17=107, 18=120, =247, 15=106, 14=121, 12=247. This truss has been designed for a moving ncentrated load of 200.01b live located at all mid nels and at all panel points along the Bottom Chord, nconcurrent with any other live loads. CASE(S) IDDE-hTkm. Te51kdY.�ynpreaNas aei« riateswt4is ktM 6tstpt keriep(;gpjc+l£St lt'Se5tT.6sr)e II':, t:.lfteM3t SSeetYttaea5t. "usesse'le Ise sie<tdtndtT"r$aeh g ttYtsestma%tg3aeua+Nx pahsraxs`tmpM Map rzsgwslk!Jr6t:�sipd+at tnylt Tw3i iyittedtatotTBatlp, ea4erit4l,fr. itsga esuap'wn lFtgP,ea:.sh>4m Anthony T.TombOIIT, P,E. 5Yc5artktncal16l5�bnlr<tlrndlialshm;Ttlt,Ti:gpe+al:'tzi:gsaietititlde3Yc:tttrms;in3ia*.ylailie;.tMet.k3a" Msd6'wiags4ellisat5tspsa£iaiT'td 480083 ttaMiE4iL,�J'.sted i. inradSKf rt SFrxeanlPs: laral laidesFt. Ritlt!rstsYat SFSlafsi§U.'ieswlda�:s al;x ttf5s GF3:pax,riDM bev3aralitets aal Tr+ss nMdafa•M,eil:ss 4451 St. Lucie Blvd, ce�T+Ms Srdes Ee;iatcet €q bd&v; F:i tnpihtiezllr>a3at tsfefieei iF ;tFi. For, Pierce, FL 34946 Ivan, i5 pioAibired Wi3Aoe! The WtiVen petmisiian from A-i foal Uusses - Afibany LTOmbe III, P.L Job Truss Truss Type Qty Ply WQIAS651 T'DBX GE2 GABLE 1 1 A0260910 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 81120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:06 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-RehVi 6A?XyWpYFPF4Yb3gFG2tgosOBrK9eULYzUoYh 9-0-8 18-_1-0 9-0-8 9-0-8 44 = 4.00 F12 6 5 7 4 8 gg 3Tj. _ STS T 10 2 S 4I ST4: ST3` ST31 ST2 ST2` I i —B1 u C, 0 3x4 21 20 22 19 23 18 24 17 25 16 26 15 27 14 28 13 29 12 30 3x4 0 5x6 = 18-1-0 18-1-0 Plate Offsets (X Y)— [16.0-3-0 0-3-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 84 lb FT = 10% LUMBER - TOP CHOi<u ex4 or rvo.c 4) Gable requires .continuous bottom chord bearing. BOT CHORD 2x4 SP No.2 5) This truss has been designed for a 10.0 psf bottom OTHERS 2x6 SP No.2 chord live load no(lconcurrent with any other live BRACING- loads. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 6)' This truss has 20.Opsf on the bolom been designed for a live load of chord in all areas where a purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 10-0-0 oc bracing. 7) Provide mechanical connection (by others) of truss MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 100 lb uplift at cross bracing be installed during truss erection, in joint(s)1, 11, 19, 13 except Qt=lb) 17=108, 18=117, accordance with Stabilizer Installation uide. 20=225, 15=107, �14=118, 12=224. 8) This truss has been designed for a moving REACTIONS. All bearings 18-1-0. concentrated load of 200.Olb live located at all mid (lb) - Max Horz panels and at all panel points along the Bottom Chord, 1=105(LC 12) nonconcurrent with any other live loads. Max Uplift All uplift 100 lb or less atjoint(s) 1, 11, 19, 13 except 17=-108(LC 12), LOAD CASE(S) 18=-117(LC 8), 20=-225(LC 12), Standard 15=-107(LC 13), 14=-118(LC 9), 12=-224(LC 13) Max Grav All reactions 250 lb or less at joint(s) 19, 13 except 1=257(LC 33), 11=257(LC 43), 16=263(LC 38), 17=267(LC 37), 18=274(LC 36), 20=342(LC 34). 15=267(LC 39), 14=274(LC 40), 12=342(LC 42) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-20=-243/264,10-12=-243/264 NOTES- 1) Unbalanced roof live loads have been considered for .this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5:0psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed;;C-C for members and forces 8{ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=125 3) All plates are.1.5x4 MT20 unless otherwise indicated. -Pint IinN:gill:n;t. t:t'ld 100rTIMIS (SUUrj, 4DIUL RUAS l 1111 O,MS CU3i9Y"!U!EI" d;lvJdlTO,k'hl"`:era. Tim,,l,yta. ys{aeeas of ftttmis it0AS T,,ss MCI, D'titrj:Dg;olIt: 1t%MT.Imlo IILr.. leutt(!iWI War o5!. Ur t55s'-415Mt@s¢R9 T80,nIr Uatl—&lUlts sts,1-f1MttM,4k+c§415att55 Ce5:p rnSuntp.e..Srtta�.TEA3�nS,rte sedts syfi�J ttq•t3ere3mutphnt��[G�tieSzttn'e�>, iH{:eA1tlsl5tis195tsrG 3qy is!kresptah xtt4t Grtt:,TS{Drtti stttle5uel{yte5nekl dtq(n5i,„,wrtt tsxTtrt!tkt il%S1e U;�lte no�te5rtt�a_nnt �la�,at�vfgieu«Sel:riatat�xtT a�ty,ttax nli. ra:st5irtert:fps. �,l�y�::�tir:5.�.�fm tail stdiug wdt adTtld, TN typ�s5dtttGtl Oed eet(ieitcec: dt Tnts, ncl�'plmUnp, nnogy w5a'IA'aaA hnuq ddl It nt rz:pasnii�t t? Anthony T. Tombo III, P.E. 480083 irivo.1 6,NI&INtipefCtfuhrV.13to"lit10nItM.9artFViskii¢,b!in0Tkt19!tt3(t2)MtttSt(trptdtiii':t9(r3Tr:5I:ii:lfrlTlttliiiltttfiTNlEltiliYrw4iiiyhlPo:it.TM.iI?!+T2Si3tlFiy195i3�C':£5®ld�N50i9iTtt5fil['�Sw:ifi55rtLpGjttUAd?f33i4t9te{ti'Jtt,Im33St 4451St. LucieBlvd. {AtftSi!(Id➢ediyt IHh31 iptd ".1{ fli€ititl O yalit5lntini. Tk rns5 Pnip Ecy xeeti5 �i5i 6t rsiliug Gttipw.t:'rnsSnitw rrs xe fool Reproduction dnmment,inonyfarm, ispsahibittdwithoul tl trt; kilritq. P:l tga,k<:l fe:a: trt is tthttl it :rTt. the [tam AlRoof Tiosses Anthony1.Tembo1%P.L For Pierce, FL 34946 (opyrigbt::2016A-1frusses-AnfbayT.Tombalii,P,f, of ibis written peimissioa Job Truss Truss Tytie Qty Ply WCAS6511 DBX GE3 GABLE II 1 1 A0260911 Job Reference (optional)at 1 10 in. 4.00 12 3 cun: 8.1zu s Nov 12 2011 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:07 201VPage 1 1 D: W?quLcr?Re?LfzLe98RjH4yHM91-vgFMJ W09jgxP7sgbpo3qcuoSBH2bbrU?Zp01 t_zUoYg 4x4 = 7 8 6 5 9 4 10 2 t] ! ST4 l I cra 1 1 n 12 3x4 • 24 23 22 21 20 19 18 17 16 15 14 5x6 = LOADING(psf) SPACING- 2-0-0 TCLL 30.0 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 2x4 SP No.2 OTHERS 2x6 SP No.2 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 uide. REACTIONS. All bearings 20-3-0. (lb) - Max Horz 1=-118(LC 13) Max Uplift All uplift 100 lb or less atjoint(s) 1, 13, 23, 15 except 20=-11 O(LC 12), 21=-104(LC 8), 22=-115(LC 12), 24=-203(LC 12), 18=-109(LC 13), 17=-104(LC 9), 16=-115(LC 13), 14=-203(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 13, 19, 20, 21, 22, 23, 18, 17, 16, 15 except 24=282(LC 19), 14=282(LC 20) 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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end.zone and C-C Exterior(2)zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 r25-plate grip DOL=1.25 3) All plate's are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed fora 10.0. psf bottom chord live_ load nonconcurrent with any other live. loads. k'naay-(§eo;r!iartt;ijstVA. He'd � A69#RItiSF�;'istEit k5E9EUt iflsSS t f4M0DiJMi:i?SiL9l;"tp'EI Wletssves3tylslessa'f 1-4fvrfit IN to it Veit As ulnss Dery btiaetrls.e sytea:+rfsg:ottr},Ht si es# tdfiis Tress In atyrxtn;Es+taresyta594 d6t Gass; fit Nut's 14 z,filtn trIbMiq:a tat i'if6;P!sigtn tadGteaaasi. SDas#s sFMA'ftTDD t�iG;Haas atlyueaus.titstEsK'q Cam;7a Htt .0 ttEiaHlydeatrrf aptteapyte r�ky¢rsfhssvnt a€.':kLis; UesEga Ert'rasuSS�Ht En '!toAytighl0 HIS AIRoof frusses-Anthoayi,TamhoHf,P.f, Repodunianofthis decume CSI. DEFL. in (loc) I/deft L/d TC 0.11 Vert(LL) n/a - n/a 999 BC 0.05 Vert(CT) n/a - n/a 999 WB 0.04 Horz(CT) 0.00 13 n/a n/a Matrix-S * This truss has been designed for a live load of .Opsf on the bottom chord in all areas where a :tangle 3-6-0 tall by 2-0-0 wide will fit between the ttom chord and any other members. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at it(s) 1, 13, 23, 15 except at --lb) 20=110, 21=104, =115, 24=203, 18=109, 17=104, 16=115, 14=203. IAD CASE(S) 13 3x4 PLATES GRIP MT20 244/190 Weight: 101 Ib FT = 10% .o a AirsOVl[061tElT'era. yiMy ks:{arscsetus esdrnlvtlas tatlis rsns a:ya r�ait; Deit�>S:+�z>,; i. iaaat u;.t.. i�`t•.een SSeef 6� rt ay. te<tis tHt?rist ssz!tite&PD, nir u re7 ic)rayt;m�sasatihutaHtysafesszettea;trtragrzs;w! 'hta Hst si;tdtat sigh irrs dyrhdae'U15Daefr,adw IN L, ra. d.sgaaump~s¢s sefsr;w' aas, lce h§=ih Anthony T. Tombo III, P•E. ati,hfitsttsra HaH{<HaIKudHrinsl etdfia; szdt atAtrbi. TNsppresal s!fk,l:Datdae.;fit!ltsedHt Tres, hdepva4uAiis;..singe fi z E!iao¢dh�nia3 siail s±m. tt.passiiil'td ;� 80083 iSdttf Mert:a^mEY3DpU'uediy 71 taE 3HAtrt stfeseastlly;tcrd;md�a P4I sv!ntsitr stsNns}it^tsml Mi:s ti3tht!s Ctss ,.rns 6ese;tis;i¢tts atd irass llnahFrer,cnstss 4451 St. Lude Blvd. q PtsEgter.e.sasss,siem Et, etcal n; ksddag.A'u;i6lis'd ltsssae astefuee ia?Fl-i. For, Pierce, FL 34946 ,in any form, is prohibited wifhoul the written permission from Ad tout busses. Aothaay L Tambo III, P.E. Job Truss Truss Type Qty Ply A0260912 WCAS65117DBX GE4 GABLE 1 1 Job Reference (optional) Al Hoot I cusses, FOR Pierce, t-L 34u4t3, eesignLa itruss.corn 1 3x4 Run: 81120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:08 2018 Page 1 1 Ir]"W?niiLrr?Re?LfzLe9SRiH4vHM91-NODIXsOoU73GIOPnNVb385KdehOoKlg8oT7aPRzUoYf 7-6-8 4x4 = 5 4.00 12 4 6 3 7 ........I T1 8 �� "....� 2ST4 ST3 ! ST3 � " �.............."'.....,.............. ST2 1 j i ST2an 1 I S'T1 I 111 -e --- ___............___ ........... __._........ . ---- __ __ Llk 16 15 14 13 12 11 10 3x4 15-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 6) ` This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a OTHERS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and lany other members. TOP CHORD 7) Provide mecha� ical connection (by others) of truss Structural wood sheathing directly applied or 6-0-0 oc St St to bearing plate capable of withstanding 100 lb uplift at r joint(s) 1, 9, 13, 15, 11 except Ot=lb) 14=122, 16= 210, BOT CHORD 12=121, 10=210. 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 quide. Standard REACTIONS. All bearings 15-1-0. (lb) - Max Horz 1= 85(LC 16) Max Uplift All uplift 100 lb or less atjoint(s) 1, 9, 13, 15, 11 except 14=-122(LC 12), 16=-21 O(LC 12), 12=-121(LC 13), 10=-21 O(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 14, 15, 12, 11 except 16=292(LC 19), 10=292(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-16=-228/260,8-10=-228/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:25 plate grip DOL=1.25 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord beating. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PLATES GRIP MT20 244/190 Weight: 63 lb FT = 10% ik`em tswia7S�csl.5!}tf+ltat]f'A'r[0£tID',SE$('SEf'tl'},SE4iU1TitViECOXO'f::DNS:I!SiCY('MPFt":.CeArttFOck4l"s'a. ierA!dt;y^'jornv?salRig Ills "t is'nis Drys fre-rieg p0ialh:lt":eaajT.ifa)i ai.r..it&flag i1et73dfrl at:. Cr=e;s s'§t!r•ik sce'li fa tl D,ftir NieltasilC2ap7alii del �sedMtaE lG; to lel blsfi¢is Rtfiwrapalef in SperikEi;:93t171$l Sls at lT>j T�':�IfrTSESf �¢S4piG(.0. [j't7tf9'FYv:40)L1 tIS3tfSp[Ei 5?::7Yfil ld?al)A47?El S13p�e1(fS3 df'ihda'kT:9 xiy nixft41,t5eltsgv esmsy'was.'f]liap aid:9ws: sr7�f;Ih Anthony T. TomEo 11' 1, P.E. aFdi]pk7d7S Tfisf lMtfr6.ti.diap if'd�ttlydaS:$`taf E(tdl CM�i'.rhf I7TEE`SMXfl3ttirt!]Ff�[LdR apk.�pY<gTl]fC4Ef[Id41X�Fdl lEia�sdt [oil ariso;t:t.114,tdeiyprfnl9-6123.4at MU'Ail its TriN"7SdM9 tn'liq f7iq,,c'iiik¢Eod d:ft3 aill ai Pi ltfXaiSAk., 0. T80083 fitriiTdiFX rNSt�Ef tad iataA:ia(. iilaati3 R79¢iAfTaa atQ lef r¢tC49 akdp4tU.l�tti6ttdf Ei:IGW Ef9ai1lti SAiiatlaftt&SAut(T:.'S�r137i¢![jiij7 o-ai Sffd Nt3A.vtt(fX(atSaxeat Xndmel. ttdi 3a7nlSfk ttij]i]Ilil":fib's XdN]017i Ttf]S"vFfi:, 11iSSciSi3a rfftRlH aaX itiif �08fa�;?tt, htli5f 4451 St. Lucie Blvd. iRers:u pi!iicX i*Xruhii tgreeiry u. igkyasi{ui sai altl.':deTna Pns�Et ee is XSi he ldiXrsX P¢ii;feca�?lass Sntea frestc e`taq d:ilHfg"iu tiplilrc97f ut atfsdefiwe i¢TFtI. FotPieree, FL 34946 (a ri ht� 2016kiRoofTrusses Aethon Hombolil,P.E. Re 4.du:fionofibisilowmtal,inanyform,is ]nhibifede.lEoulthexli»ers ermcssionfromAIloafboms-das5aa T.Torabofl,P.E. A9 9 Y P" } F � F f Job Truss Truss Ty' a Qty Ply WCAS6511 DBX GE5 GABL 1 1 A0260913 Job Reference (optional) rr _...._. _ y.,` .. 1-11 ri!! a. o. !cv a fvuv f c cu 1 e 1vfr i en uluuStries, Inc. lvion Apr z -iu:Zl:uts zuit ' rage l 6-0-8 6-0-8 4x4 = 4.00 12 4 3 5 2 Tl ," n- L1 ....T16 a — ...... ST2 ' ST2 ' �... 1 � .I ! 7 ov d •Li 0 12 11 10 9 8 3x4 3x4 zzz 12-1-0 12-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 45 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 E BOT CHORD 2x4 SP No.2 OTHERS 2x6 SP No.2 ` BRACING- r t TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc ' f purlins. BOT CHORD It Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required t cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-1-0. (lb) - Max Horz 1= 66(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 1, 7, 10, 11, 9 except 12=-195(LC 8), 8=-195(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 9 except 12=271(LC 1), 8=271(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-12=-212/261, 6-8=-212/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8i MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) All plates:are 1.5x4 MT20 unless otherwise indicated. 4) Gable requ_ ires continuous bottom chord. bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of .Opsf on the bottom chord in all areas where a ;tangle 376-0 tall by 270-0 wide will fit between the ttom chord and any other members. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s)1, 7, 10, 11, 9 except at=lb) 12=1 95, 8=195. CASE(S) �110.iTP-riWG Liif Sli:li'.{*N,i:1[�rTIgSS[4�LiiF�rhlg{gSlrrPf€>(1US6'r+l}S {(3j((J(^g!f{l'�:(Y.g }FOS 4rie:'4 refl"Arv'AI3'ne"s$a fal hits o iSP1{15 wrp 4!6'O1 T,T10. 1111.1$tte!(:$a'et ilm m. Wos diM?':is{ w1doN T:g,i/Sx NITtgi&gtCimsIIPaftCfPehf fi•TL(f Mt ,.rs;lrliff atf!W fdgi3!!f{Xigf(x hrag vpj Igf Std H:f1g }'�ltgr{Sts1mf'ftghlti Rf g'iit3 i&d!Hgt'J!f16g et1I405?k!!N}N Yb G3tiga i!tit SI}g121fYa$rtgmte td lTtb fllY, ifgM jn.i, [3±dlflgL HSFZ LdS /flt-�llkf_54. IPIh etfitt i'liiflnss iif F'sa isAare F {stlte Cwr�l,rii 9cxtlsndei tei etfc tiro: �+ >;,k6i!{rrltl t4titt,dt it(�dtk2lefali,!!d3a ted!mgirN. R!a imla'u•P9ad fieltifet`Iit Triss; n,€eiz 5a1a!ii,sM i. s;z'aace�i9ta SSdI SE At;tfgfunil'ra th00 T. T0083 ltE, P.E. Zt �f Y 800834451 St. Lucie Blvd. Fort Pierce, FL 34946 (op}rigMv,2816A-1Roothusses-AnthonyLlcrabeIII, F1 RepokfionofThis duumtq,inonYform, isplabibitedwtboulikwtiffMFetmissiaofrom AIRoof bouts -Aathooyl.Tomb III, P.E. Job Truss Truss Type Qty Ply A0260914 WCAS651YDBX HA Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cwm Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:09 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rCN7kC1QFRC7MA xD6lhJtkh5j73la107t8xtzUoYe 2.83 12 T 61 8 9 3x4 = 10 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.00 7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SIP No.2 OTHERS 2x2 SIP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-14 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 = 49/Mechanical 2 = 270/0-5-9 (min. 0-1-8) 4 = -1/Mechanical Max Horz 2 = 81(LC 4) Max Uplift 3 = -56(LC 4) 2 = -280(LC 4) 4 = -17(LC 20) Max Grav 3 = 54(LC 18) 2 = 345(LC 17) 4 = 222(LC 19) 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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS ' (envelope); cantilever left and right exposed; Lumber DOL=1.25 plate grip DOL=1.25 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/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) Concentrated If Load Case(s): #11 Moving Load; #3( Moving Load; #51 5) This truss has I chord live load no loads. 6)' This truss haE 20.0psf on the bol rectangle 3-6-0 to bottom chord and 7) Refer to girder( 8) Provide mecha to bearing plate a joint(s) 3, 4 excep 9) This truss has I concentrated load panels and at all I nonconcurrent will 10) Hanger(s) or( lb down and 54 lb lb up at 1-4-9 on of such connectio others. 11) In the LOAD face of the truss a LOAD CASE(S) Standard 1) Dead + Roof Li , Plate IncreasE Uniform Loads Vert: 1-3=-70, Concentrated L Vert: 9=62(F=3 is from layout are not present in 1st Moving Load; #201 2nd 3rd Moving Load; #401 4th 5th Moving Load. :n designed for a 10.0 psf bottom oncurrent with any other live been designed for a live load of om chord in all areas where a by 2-0-0 wide will fit between the fny other members. ) for truss to truss connections. ical connection (by others) of truss gable of withstanding 100 lb uplift at 6t=lb) 2=280. een designed for a moving of 200.01b live located at all mid 3nel points along the Bottom Chord, I any other live loads. iher connection device(s) shall be to support concentrated load(s) 70 jp at 1-4-9, and 70 lb down and 54 ottom chord. The design/selection device(s) is the responsibility of SE(S) section, loads applied to the noted as front (F) or back (B). (balanced): Lumber Increase=1.25 .25 Dads (lb) I, B=31) 0 0 to 0 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 10% 6e�o-ieg�Rel:etlalryNf«!itcik'S1 r0CFfg�B SEELfYl, Gr3kt Tf141Sd(D6CiDDDS(DS10N1 Dh7a j.'.CiiMDri:EDSMErr lxz Taap gtsi'rutode«eds<ndtasssnitis7:Ksge:ga iteviarfE(t';trs ttt tell«rl.itsla DSrE lderexe Sl:tsEsa!eKe. DdKSHhnise stlled letleIDD,ciy MJilkulttaujT.es sSillt<reibt azTDD«eetaliL ASrirnt DesigtFlglcss[rt,Su:Ilar 6urt:;;,ib:ttl la eeylOD rtpreserts leu¢,am:l cda}l1tbeg«Lse«td eu[±rUg«sµtsiNlnt`a;ilelK!rd lCa s:teTmsi}+eelatle lDD adl, r�dlrl rl. T&E?Sirs 3S2tagtllRS.lte{ffigfllflill«,Salllllll!f Anthony T. Tombo 111, P.E. p?ftilllteSTRSSrt!«rra,IfaFlt ik rtSE«SIilllrKrlt Dtlef,fEf OflttS¢4C9:ff Pgel P.'11l rNldl«DKIgMr,el l'a 3.Neofu IK'60atlatltf.'W1E rgrifetLf KL T1k,gg!.,,EI13t a$QQ83 mh rh dig DK!r^E'tde4-la/?. A. ones W N1 mfh TDD wf Iu f!adatsmi P to SIfn:NW1( upw Sde7faamtaal{KSpytlltsEd4g PI tad S1Rt«rde« dt'g«t«gPA-TPeI eeD«s�: nsgEas l:'laest,Min elatnsDtugtx,l«ss hs:g, ugia:erwli«ss Maaatlat«r, teess ' ItEIwitefdildi a{It«dl eda .I.w!aft 1 di ert;Kind«L IhTllssr+,i�;v it«!isfCT.arn`4a DK nar,«TnssSys`sa" rerfm 4.0j . Alls s?a�,anrea:aetaeflomd. 4451 er Lucie Blvd. r g' rs g T r g f 4 "r' " i r >9 �'"` Fort Pierce, FL 34946 (opyrightD2016A-ItoafTmsses-AnlhonyT.Tombo111.P.E. Reprododionofshisdomment,inany form, isprohiMedwithoutthe writlenpermission homA-1 Roof Trusses -AnthonyLTombeIII, P.E. Job Truss Truss Ty )a Qty Ply WCAS6511 DBX HJ2 Diagonal Hip Girder 1 1 A0260915 Job Reference (optional)e I rcool I russes, Fort Pierce, FL 34946, eesignLanruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:09 2018`Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-rCN7kC1QFRC7MA xD6lhJtkh5j43la107t8xtzUoYe _•e_•Sn_•en „ „ 3-0-0 3 2.83 12 O 0 n 0 09 r T1 co B1 0 8 9 3x4 = 10 4 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 0.36 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 7 >999 240 BCLL 0.0 " Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purtins. 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 = 52/Mechanical 2 = 273/0-5-15 (min. 0-1-8) 4 = 9/Mechanical Max Horz 2 = 84(LC 4) Max Uplift 3 = -54(LC 4) 2 = -282(LC 4) 4 = -16(LC 8) Max Grav 3 = 53(LC 18) 2 = 348(LC 17) 4 = 227(LC 19) 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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Concentrated loads from layout are not present in Load Case(s): #101 1st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ticda!-tleueduegHTrelitwe e' -I IOUsnssSrSEEtft-1 ulaif aw A EDi;ocss tDv MITFSUSe3N!r[k35Seli:+tSN13f IlY TDD 135t eelld. iS CTfii3 De3ijl FeTlf;Ff(L!,$tP:Ielfr Gp cA osedthis Nsk'rip Idliigis lit juji folk dtx D."'Ift DraisrJian=fdawt I., Ike IN tf:fag DfS.gR'el�(1C.IdA', mI6k3 S43edktklDD tedlR pt�ini©rgfddnfs dile ltii. e:lerise I�tstSrotrd;r0 ogefd epv it wneiq t(dlrWLfs iceehel. The Less Cs31pEegieur i; A (oppightGrl2016A-I Roof husses-AnibonyUombo 111, P.I. Reproduction oflbi ) . This truss has been designed for a live load of O.Opsf on the bottom chord in all areas where a sctangle 3-6-0 tall by 2-0-0 wide will fit between the ottom chord and any other members. ) Refer to girder(s) for truss to truss connections. ) Provide mechanical connection (by others) of truss i bearing,plate capable of withstanding 100 lb uplift at Iint(s) 3, 4 except Qt=lb) 2=282. ) This truss has been designed for a moving oncentrated load of 200.01b live located at all mid anels and at all panel points along the Bottom Chord, onconcurrent with any other live loads. ) Hanger(s) or other connection device(s) shall be rovided sufficient to support concentrated load(s) 70 down and 54 lb up at 1-4-9, and 70 lb down and 54 up at 1-4-9 on bottom chord. The design/selection f such connection device(s) is the responsibility of In the LOAD CASE(S) section, loads applied to the :e of the truss are noted as front (F) or back (B). :)AD CASE(S) Standard Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 9=62(F=31, B=31) ACIeCP E'nNElerlesn. Terdf Stdle menders mdw.A rdn wisis Nss BespDirri4{f[k Sr>t & Weer]. Tale D!, 11 tdereae Slesa's rzesf. Deless Stteri;e dd:t evthe TDD,ea'p ter TDB repeesms Atenep-elit, prdesdoid era tffritg rspink or' xIbe Assign t!9, sSgeT—Itpised etfit M"lit edoIM. Ttt imp ass3npless,Itanaeunns, WdAq Anthony T. Tombo III, P.E. xx a tSefetbrief ev It'. 5r :. mdlhe Wet tm:d ndt r,A t ➢e i fe eft ! Ig Tr . [�,f1 3 k DDr]Iter Wend heTRSf,n:IlOtgE'.ddL`g,ek7Q=F,IBSISIIdIIVBdfTe[:tg3!nlieA.t-3ptGLS'I1YII80083 idtlr li'd'n[nle Ifsf rtEllsteArT iil Mslq nerd:l xcits geenffialmn tr 1&5n;t:ttipem'4EmlSRibn°SL'K?T�e3:De3IpHr.T'fs3Des3fnp>•erfnsrreutr.3»rrDe.er;wxss - 4451 St. Lucie Blvd. iToesyaer,uTns$pttisi,ritxrr:mrbealiay. ulfq.!dab�,�strecsad.dtonil. fort Pierce, FL 34946 , in Dnyform, is prohibited withcul the wrineo permission ham A-1 Reof Trusses-AnthooyL Tomho III, P.f. Job Truss Truss Type Qty Ply A0260916 WCAS6511'DBX HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:10 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-JPxVyY2201K_JZAUwdXEWQvRU 1 coCgRFnchUJzUoYd 2.83 12 3x4 = 2 T1 I B1 1 A. 8 X. 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 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 OTHERS 2x2 SP No.3 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 = 111/Mechanical 2 = 306/0-10-15 (min. 0-1-8) 4 = 73/Mechanical Max Horz 2 = 101(LC 4) Max Uplift 3 = -90(LC 4) 2 = -294(LC 4) 4 = -30(LC 8) Max Grav 3 = 111(LC 1) 2 = 306(LC 1) 4 = 103(LC 27) 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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=294. 6) Hanger(s) or of provided sufffcienl lb down and 61 lb down and 54 lb of up at 1-4-9, and bottom chord. Th, connection device 7) In the LOAD CI face of the truss a LOAD CASE(S) Standard 1) Dead + Roof Li , Plate Increase Uniform Loads Vert: 1-3=-70, Concentrated L Vert: 3=-28(F) ier connection device(s) shall be to support concentrated load(s) 54 3p at 4-1-7 on top chord, and 70 lb at 1-4-9, and 70 lb down and 54 lb 4 lb down and 15 lb up at 4-1-7 on design/selection of such s) is the responsibility of others. SE(S) section, loads applied to the e noted as front (F) or back (B). (balanced): Lumber Increase=1.25 1.25 8=62(F=31,B=31) PLATES GRIP MT20 244/190 Weight: 20 lb FT = 10% G'erdry flessellsrnTHTrsliex tk'Ad IODr 1{ SiH{'STttil'16TD:Ut IETNS 8 [DgDIiILIf LDSiOGt pia'; d(CTDfii�DiMFri fun..Te!M dedli F—eden W MAedn aINS I'm Des n Dsrrigl@D; erd the W.Yl. latba "u'; F.I. Menus SIV! t kre ese. udess dla,+ist Odd to fit TDD,La'p kiTtgcnet9ST1[essldi'.e asedder Mx iDD taxnDi. ASQrrss Desi{t hyirxtrti.e,SleSmry rl�He,ele seAnulIDOstgsesertsecu¢s!;na ct he rrdetsind eg!er.!ird rsTHsiIIInTSt lle trsic�tfResngleTnss dtrindmtle iDD adr,eefuT?Fl. ltx ds!ga xsmftitp,taN:efHtdinns, niulilry Anthony T. Tornbo ITT, P.E. tsed+SlsL ts4trg{utdiet(sllemrHsikilih d!40nu,lEh D*zsisrA'a�iztdtgedeelk{dl/iey Desi{Hr,n Fanttddfie lE:,ti3 R:mfNs .11 to€rysdtmdr.+�l.Re Rl+nS dIt, (DD Sul eu Bell est dhe Tnss,Wdjkuffi%nFgt,iutolhti, W I doT Aollit Gureimulilpf 460083 Ihulf,g3esl:snd&NN%All HIS Set vr!814 IDDeadthe Ttodost]dgrddain dlit Ni !g rMpun Safety lf.-Sue W, ,, rdi d4T tad Sla nt.0—Mln;efl, pl: Tell] khomISerespers.-tUis Hddets d!lelrx Duper.ISel3 Dniye better 1 Ta,,5 AlsArt!ee,H'I's 4451 id:F:Yl1l ddiletlC{e.#;Cilt!Hd®i9tl[rIDIBSdI aniES melted RPTRSS CEiIdr ttef IS ALT rHSoda .Fi. 9n, e(TctSs SlYtTrB �nit leil7ia. All cq:MaNtar news defied mTRI. Fort ,FL 3494 I r r fort Pierce, FL 34946 lopyrighl(D2016A-IRoof hosses-AnlhonyT.Tombolll,P.E. Reprodudionofibis document, inany form, isprobihAedwirheutThe Written permissionfrom A4 Roof Trusses -Anthony LTomhoIII, P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX HJ4 Diagorjal Hip Girder 1 1 A0260917 � Job Reference (optional)e*r , rIr nvur Irusses, Fornerce, ru 34946, aesigntma-In <un: 8A20 s Nov 12 ZU1 i Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:10 2018 1-1u-1u 2.83[12 2 T1 1 3x4 = 131 3x4 = 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 0.36 Vert(LL) 0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horc(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 14 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-10 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 = 49/Mechanical 4 = -12/Mechanical 2 = 269/0-5-9 (min.0-1-8) Max Horz 2 = 78(LC 4) Max Uplift 3 = -61(LC 4) 4 = -30(LC 15) 2 = -279(LC 4) Max Grav 3 = 49(LC 1) 4 = 11O(LC 18) 2 = 269(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 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/TPI 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. * This truss has been designed for a live load of 1.0psf on the bottom chord in all areas where a ctangle 3-6-0 tall by 2-0-0 wide will fit between the ttom chord and any other members. Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s) 3, 4 except Qt=lb) 2=279. Hanger(s) or other connection device(s) shall be :)vided sufficient to support concentrated load(s) 70 down and 52 lb up at 1-4-9, and 70 lb down and 52 up at 1-4-9 on bottom chord. The design/selection such connection device(s) is the responsibility of In the LOAD CASE(S) section, loads applied to the :e of the truss are noted as front (F) or back (B). )AD CASE(S) itandard Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 8=58(F=29, 13=29) Wcreig rl?nethulrgHrrslir!!ik'Ad 100E I10SStii'irLLEl'�6rgirttlfiFlSB(DPGiIID�4[:Ii17kS C4i]ydCKtlOd"�D NfNi!x¢.1'vifr 9eti�tuemelers WateleAss eefusU!<s)e:p)rs.iy{(r�r, tei fh�ArtlreyI. BienC tIlef?ut?SimiA!eets. Udesstdkaris!dsIdvIW1D;j PITtkmmmrrTnsiti:±esedfii B*IDDla 4e n1iL AsITinf Design Eeprae{I.e,SSEildtr FleltYp78?S!6In Ry TOD ryeserts mrxsert;a:e sdile trai?sslnel ecYeee;ietreynA111Arb; ele tln <!IEes3�'tirt<.s erpind se tlelDDadr,oialkl.The d?s'Tamsmpsi'c,l!cSE3ue&nx;, st k"r,' Anthony T. Tombo III, P.E. Ideselt!ais TTSsi'Utle!ftls is III Is Rio; utset�nudeerlerlhkll(W Dni Wary! hPfIehelertupilireii:yMet fie IIIabse!hd igndc¢irP!.les}pmretsle lDO ad en fieli ue e!8t inst W!dr; A3'diw .hrryE,iuhllvlin odErer I'll" tirresgat!!:hd - .T 80083 ' IhtA+.:%a7BE" Id(t lea. All n#ssetwi¢tL21DDeN14sptdisesm9pHliessenL•hilYq[wpmstlSds7h;nmel{HSI;p!F!IshedSp!Aoa156fAcenLs o�ihiPureign!ms,IPOlEstiwsB?resproiiii:ness�tGa!isE!?ms:oeugler,Brs:oesf,i pl�rres,T!e:sx.$,!�I.:�?r,a!e:s - 4451 St. Lucie Blvd. rgwHu Idied lj o Ce9:s'G ep�ed oyly a vr0iq Ipol perm is!drei iAeTmss Clsiga E73ileer Is MCT'ss ra idg Ces:gaer,rtT.rtm S7S?a ra;serer d ®r 6etldiay All tyt:waeihrras ueas def>Ad inlil i. (opiligln02016A-Iioothusses-AnthonyMomhoIII. P.i. Reprodutlionofthisdaumeil,inany total, isprohibited without the written permission floor A -I Roof fosses-AnthonyLTomboIII,P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260918 WC-AS6511'DBX HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:11 2018 Page 1 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-nbVt9u3gn2SrcT8M2d8mmkyl DuJhXf4bU RMF0lzUoYc 2.83 12 p t 3x4 3x4 = B1 10 LOADING(psf) SPACING- 2-0-0 CS'- DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.55 Vert(LL) 0.13 4-7 >653 360 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.11 4-7 >762 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 = 167/Mechanical 2 = 418/0-10-15 (min.0-1-8) 4 = 123/Mechanical Max Horz 2 = 144(LC 4) Max Uplift 3 = -140(LC 4) 2 = -489(LC 4) 4 = -160(LC 5) Max Grav 3 = 167(LC 1) 2 = 418(LC 1) 4 = 147(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.25 plate grip DOL=1.25 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 mecha to bearing plate G joint(s) except Qt= 6) Hanger(s) or of provided sufffcierr lb down and 64 lb lb up at 4-2-8 on lb up at 1-4-9, 13 19 lb down and 6. 63 lb up at 4-2-8 design/selection c responsibility of of 7) In the LOAD CA face of the truss a LOAD CASE(S) Standard 1) Dead + Roof Li' , Plate Increase Uniform Loads Vert: 1-3=-70, Concentrated L Vert: 9=62(F=3 kcal connection (by others) of truss pable of withstanding 100 lb uplift at b) 3=140, 2=489, 4=160. Ter connection device(s) shall be to support concentrated load(s) 56 up at 4-2-8, and 56 lb down and 64 op chord, and 130 lb down and 54 1 lb down and 54 lb up at 1-4-9, and lb up at 4-2-8, and 19 lb down and In bottom chord. The 'such connection device(s) is the E(S) section, loads applied to the noted as front (F) or back (B). (balanced): Lumber Increase=1.25 .25 Tads (lb) , B=31)10=-14(F=-7, B=-7) PLATES GRIP MT20 244/190 Weight: 31 lb FT = 10% wrdq Miss, 4-113fmbx15e'"[oaf HZEI i'5EnEEa6FN311 TEW&CONDKIONSNS1oMj ELi�'jT(eXLiidDSNEMr Inm. Yerfif lnipi pmsaden oN rms arts estaisliou Dniga Drewiag{Rv)dlEe Arthur T. itsAsA I.F.Idmens llefl!+6re na. Ddesscthsrise ddel er:tle7➢D,:'r thick nutmrj:dm AsRtis.Ifor the TDDI,st,olL As elms Deslp hputrYo,5peadlf FiVoini,8e td it nfTDO upresrus so m;„o;edis, pninsbsd vilonrlq ngnsOuarhrt o lnfiet Re sepTns 11I:N eeneTDDoily, ofu TR he csgo nempiees.!ed:etoes!!nes, sdmkarr Anthony T. Tombo lll, P.E. d en it 15is Tnui-I 10161fs also mI.AtIi¢ds Drseetke o—'ssAeritedendr Ike I%IAgDni¢2r,ntheesiddtu IK,63!I:.ulHe bid Win file M. Tkegto,.Ittke TDkA.!fielrnedie Tnss.inletiq FadSy.ntge, isshlidies ulEretig skdEEs iv retpuvk:!!rd ' :80083 met:N'EeaDesiraed04-sC9!.ADEe4fie!HIiIEITUDdI]er1�NSdIelsesdtle6silligb¢paMSdsrytnmdiee'K,rpd6seedEprrldSrfAnerdnertdfr+peme!Qsidnr_TP;14:5oes!lzrespcs!53Diesrb'b:isd3eT!eiSDttijeN.TIHSDIdrrGpisttnlTrtrxs„itn�et,m,s 4451 St. Lucie Blvd. sYtrdn ldisdlfoTIDdsd sped apsuedNq kfdl pmFss lwhd Thermsres!a Fspi Fort Pierce, FL 34946 (op)Tighim4016A-IRoofTfusses-AnlbonyT.TomboliLP.E. Reproduction ofthisduumeltt,inanyfotm,isprohibited wit6e!nthe atitteopermission homA-IRedhosses-AnthonyT.UmboIII, P.E. Job Truss Truss Typl a Qty Ply WCAS6511 DBX HJ5P Diagonal Hip Girder 2 1 A0260919 Job Reference (optional) ,r ..e revue a rusca, rues reeetx, rL rs946, uesignrga,((uss.com Kun: 8.12u s NOV 12 2u1 t Nnnt 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:11 2018'`Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-nbVt9u3gn2SrcT8M2d8mmkyl DuJhXf4bURMF01zUoYc -1-10-10 7-0_2 1-10-10 7-0-2 3 2.83 12 0 8 M T1 cl 81 1 9 10 4 3x4 = 3x4 = 0r2-11 7-0-2 0 2-11 6-9-6 Plate Offsets (X,Y)- (2:0-5-7,0-0-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.55 Vert(LL) 0.13 4-7 >653 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.11 4-7 >762 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 31 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 = 167/Mechanical 4 = 123/Mechanical 2 = 418/0-6-8 (min.0-1-8) Max Horz 2 = 144(LC 4) Max Uplift 3 = -140(LC 4) 4 = -160(LC 5) 2 = -489(LC 4) Max Grav 3 = 167(LC 1) 4 = 147(LC 3) 2 = 418(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.25 plate grip DOL=1.25 2) This truss has been designed for 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. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s) except (jt=lb) 3=140, 4=160, 2=489. Hanger(s) or other connection device(s) shall be Dvided sufficient to support concentrated load(s) 56 down and 64 lb up at 4-2-8, and 56 lb down and 64 up at 4-2-8 on top chord, and 130 lb down and 54 up at 1-4-9, 130 Its down and 54 lb up at 1-4-9, and lb down and 63 lb up at 4-2-8, and 19 lb down and lb up at 4-2-8 on bottom chord. The sign/selection of such connection device(s) is the sponsibility of others. In the LOAD CASE(S) section, loads applied to the ;e of the truss are noted as front (F) or back (B). )AD CASE(S) tandard Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 9=62(F=31, 13=31) 10=-14(F=-7, B=-7) Gaeq•rleeutlungHrreslee ISe'Nd[DOE IISSU SEE(EP) 6E11Ertt TENSt(PN: ENS(DSIBI 11111')ICKI Ni1169fNl In9.Patty Win i¢ene,"mitedeales en I9IN's Tests Dreviy{IL4 eN Ile Warr. hob 14.E. lefaene Rxt akn ante. Has Glesvise add 101TDD,w!q N1Tekoneroetleh stiliMose(far Nx TDD It In 44. As earns Desire hpee{Le,SleNDr Gdreer;,to! sd ea ay TOO represents itouriao:ed[it pektsted ertaetlee resroisibimt'uTie (ssip<' Its s!geTms(y�Os( it tie Too all,ogler T?FtT& Har+assm(rkrs. Iidg(nlmns, Wismr Anthony T. Tombo III, P.E. eSatars, Tnstkrs(Isrllie itntieespesitilihdNoww.INe a-es.rital-neee 10bg Deilpeey®Nsetledrlsa R(,kslEC edtle6tdlklrxg rds e4171.Ttetirpmddlh TDD ad nr Nddserfl4eTnss, u9aEir9tsAiq.nrepE, lestal(eAeulEnlxt sAilEEsr eresTuit:iMoE K80083 ' sNt*'tsr 7es�g.esN kaYeth�. All: eksuital It WEE el iss Pre ies.1 j.1drzs dqs kl(i l(eeK7ed Seery Ifimsne'( ,,rdfiste,14 TA ad SKA erealetivedler ;tree Prone TFN gild s dlaLus Dadper.h r Deere lopxerwlfras Kin0 ueyers 4451 St. Lucie Blvd. eis�is IehrN Ire GdrcdegeNogae it writiy Ir dlgars IedsM. TkeTns ttttp ret enr is NOT Ce rnslag6esitw,eTn tSTs::a Eagkeer del IeD3ai. ui ryr•?3aNkres erem deraNlaIII1. • Fort Pierce, FL 34946 (appigM04g16A-IRoof Tmsses-AnT6anyT.Tem6a116P.E. Fepsodedinnofthisdommeas, inany form, isprohi6itedwith cut Ire writleopermission from A-IRoof Trusses -AnthenyT.Tom6oIII, P.E. Job Truss Truss Type Qty Ply A0260920 WCAS651 �DBX HR Diagonal Hip Girder g 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:12 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Fn3FNE31YMaiDdiZcLf?JxVDhlhfGl Xki55oYCzUoYb 1-10-10 4-5-4 8-7-14 1-10-10 4-5-4 4-2-10 4 2.83 F12 10 3x4 - 3 1 W1 2 B d 1 6 12 11 3x4 = 2x4 I I 3x4 = 4x4 = 5 0- -9 4-5-4 8-7-14 4-2-10 0- -9 4�-11 Plate Offsets (X Y)— [2:0-5-7 0-0-7] [5:01-18 0-2-01 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 0.51 Vert(LL) 0.05 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.05 6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.37 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 45 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 2) This truss has een designed for a 10.0 psf bottom BOT CHORD 2x6 SP No.2 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 loads. OTHERS 2x2 SP No.3 3) ` This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc 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. BOT CHORD 5) Provide mechanical connection (by others) of truss Rigid ceiling directly applied or 8-2-9 oc bracing. to bearing plate capable of withstanding 100 lb uplift at MiTek recommends that Stabilizers and required joint(s) except (jt=16) 4=136, 5=206, 2=449. cross bracing be installed during truss erection, in 6) Hanger(s) or other connection device(s) shall be accordance with Stabilizer Installation guide. o support concentrated load(s) 56 provided sufficient �tp Ib down and 64 Ib at 4-2-8, 56 lb down and 64 lb REACTIONS. (lb/size) up at 4-2-8, and 99 lb down and 114 lb up at 7-0-7, 4 = 171/Mechanical and 99 lb down and 114 lb up at 7-0-7 on top chord, 5 = 330/Mechanical and 70 lb down anl154 lb up at 1-4-9, 70 lb down and 2 = 519/0-5-9 (min. 0-1-8) 54 lb up at 1-4-9, j13 lb down and 63 lb up at 4-2-8, Max Horz 13 lb down and 63 lb up at 4-2-8, and 38 lb down and 2 = 166(LC 18) 27 lb up at 7-0-7, and 38 lb down and 27 lb up at Max Uplift 7-0-7 on bottom chord. The design/selection of such 4 =-136(LC 8) connection devices) is the responsibility of others. 5 =-206(LC 8) 7) In the LOAD CASES) section, loads applied to the 2 =-449(LC 4) face of the truss are noted as front (F) or back (B). Max Grav 4 = 171(LC 1) 5 = 330(LC 1) LOAD CASE(S) 2 = 519(LC 1) Standard 1) Dead + Roof Lie (balanced): Lumber Increase=1.25 FORCES. (lb) Plate Increased 1.25 Max. Comp./Max. Ten. - All forces 250 (lb) or less except Uniform Loads 00 when shown. Vert: 1-4=-70, 2i5=-20 TOP CHORD Concentrated Loads (lb) 2-3=-978/706 Vert: 6=-14(F=-7, B=-7) 10=-87(F=-43, B=-43) BOT CHORD 11=62(F=31, B =31)12=-75(F=-38, B=-38) 2-11=-775/949, 2-6=-775/949, 6-12=-775/949, 5-12=-775/949 WEBS 3-5=-975f797 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 st.d.d. nttit dHHTHT Hdtutlt •d.l loci nrs;s(;EUE1�, srl�el nws a coy �nels ruslan� luT:r; zcreort.�-�Ir w�. rttM eti��thfltadlR lA3KGH3±S H ISSIti311lSI(f1111�IS�ERi� US ItA IaYNf l.l[SES1�I, r.E IllGtit SIKIRA't Ht. Odt51 tHNV15t add16NP N�,t&Ij nrl.<ntlNll!tessadts:neemrnenoulettrtlsetla:oP:yttteap.t,s3<umrrpu±ra±sednHTTOHFrHasHmraudt4rld?ssHde3Hraeesrnsilatt:111ltslents,,.em3st±fa±lHettooldt,tatll.itrtgannaNtH,itra7<HdaH±,sadiur gnthonyT.Tombol1I,P.E. H meet16s Tneeebrtglntdtl islie3es1-My 9NGun, 040-Ist4gwa.,'tmrtk rnllH50HitHr,ope rind90 i3t'w611,.11 eLtd WlejWeHdKI. Its cip"r diet IDO WHt 1A.5. dhl Tress.isj.64 iu .sl.M4 NMIAH eed esttii skills U"!_.d:hd a80083 ' Ile 19f.30tS it lrJ Ld-taa3.!!'HaSSldHdaRl lOD Ad lu hall[ti0dpddaeS title lwlGq(eelHta Sdtry lie'aEIiH(f(<,r, IdhflEdly mldlfA Herdat�.dkvetnela:dHf_lrll kardi4±Rif!'i..lslilS HllYv.3d'1E1!ISS �HilIH.l!HS lIS ryS r➢g3±eral itns Mautt^e!es,H4451 xis de*m dchdl a(it'dl ttdt .Lunar 1 d1 a3ts lochd. Tie Imes R aE test L r01 the la ds Cei: H,HTn3s System Hrd Ird& ill 'Allros Hem detse1i'M 1. Fort , FIL 3494 T � H I t 1 �7' d 'rl � T w mt�y� Fort Pierce, FL 34946 (opyrijbi02016A-1loaf Trusses - Anthony T.TomhaIII, P.E. Reproduction of this document, in any form, isprohibited with iorthe wrineapesmissionhome A -I Roo(Trusses- Anthony LTomho111,P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX J3 Jack -Open 1 1 A0260921 Job Reference (optional) ;, �.. -mot. rtcss:c, r� JYJYO, UCJll�ll�d r OUSJ.tiVlll nun: a.-izu s Nov 1z zu1 i vnni: 6AZu s NOV 1Z Zu1 t Mh I eK Industries, Inc. Mon Apr 2 10:21:13 2018'Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-k_deaZ4wlgiZmHIA2AEr91 RW3Y?ZZtxlrL4ezUoYa I -1-4-0 3-0-0 , 4.00 12 2 T1 131 A, 0� 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 4-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-8 >999 240 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 BOT CHORD 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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 = 76/Mechanical 2 = 247/0-8-0 (min. 0-1-8) 4 = 35/Mechanical Max Horz 2 = 102(LC 8) Max Uplift 3 = -58(LC 12) 2 = -187(LC 8) 4 = -2(LC 12) Max Grav 3 = 76(LC 1) 2 = 247(LC 1) 4 = 51(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s) 3, 4 except (jt=lb) 2=187. .OAD CASE(S) Standard 3 4 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% 00tS•Reuetkm IMrreeler!bsl-I IDLE BT01 desipp—ditn raixedester va SlisLrss Uera Ure.'int lf[�; us Us ltlhce(l.S In UI,EE ItSuwee SlxtBeh!eese. Udessxhnisr sletN rt tle IUU,V PITikuetuirpins sedtee udfutbt IOU 1; betdll.Aseirns Uesgv hllr,erlLe,SpsxUp 6pue;,tet iednop IOU npesextItnrwdIt. rratssind ecl:nu6exqudNiap"or leNnlsdAt soeTrns etrdel rent TOO adp,uNut&t.Nisra nxnpnrn,StN:egtnnnxsarneelitp Anthony T. Tombo lll, P.E. FEIttd7el lRferit llp ld101t It llCtlaTx51llDipdrx O—A.O-A.Alie rN"'tole! ldlln Onirnt,®Feuded d It. lv i?11(adtle bt%ksfrp ole rai lPLS. tee gSnrdAlp IDO ndn.bilme dtlt Tnss. udthcs kaf ,sctst,Ixhlld it tdlmiU s6di T,N,e rcstxi37:gd k $0083 ' Me trlsghs"t xffa-idt. III Wes sdnt tletI)DWIn lrmmsted pii Iris this Wear (arwil Sdery litvmn,R01}pHlseNbT TiIrdSt[Aotrdx.xe„fxpmo!p.dism hen k5us�:n.teasieila�nal6:i:stit7sas6ttlpu,ltns 9es�s Fn�xml Tnss6rMrt�n; uass 4451 St. Lucie Blvd. r:lF.'tdtr Id"uNepn6drW IplN1j110adtitglJ ditrlf[S INdteS teeTsess Otslafgirxr is IDi(410sg Mijier,rr T.ms Spits Estrin, emlogliq RIrgUdsNhrot tuts deTvNfaTPFI. (opftighl02616A-1Roof Tmsses-AnthonyT.TomboIII, P.I.Reprododiondthisdotumey ninonyform,ispioRhedwithoutthesvrivenpermissionfromA-IRooffrosses-AntbE.onyl.TombsIII,P.FortPierte,FL 34946 Job Truss Truss Type Qty Ply A0260922 W.GAS6511DBX J4 Jack -Open 7 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com -1-4-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:13 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-k deaZ4wlgiZmHIA2AEr91RXi1Q?YPtxIrL4ezUoYa 1-4—U 3 1.Sx 4.00 12 T1 W1 s� 2 B1 1 p• 4 3x4 = 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.31 Vert(LL) 0.02 4-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.03 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 2 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 LOAD CASE(S) OTHERS 2x2 SP No.3 Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 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 quide. REACTIONS. (lb/size) 2 = 28310-8-0 (min. 0-1-8) 4 = 157/Mechanical Max Horz 2 = 120(LC 8) Max Uplift 2 = -197(LC 8) 4 = -85(LC 12) Max Grav 2 = 283(LC 1) 4 = 157(LC 1) 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; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 106lb uplift at joint(s) 4 except Qt=lb) 2=197. PLATES GRIP MT20 244/190 Weight: 17 lb FT = 10% CflPap -Nnit UvP11lol!» @ %` ICUTIUSSIVSULfl , SE{Eut IM d (ONDMOKS (6709 KKV,'-A(Y3MOMW tut ieuia!arp ons to rest ails st llis tins Otsipt D N,.itp;as00)w! h!?—Al I. Eagle 1p,P.E.Id-la s saestit6n n!. udos a enrsl srt.eEw7tT"D,nir plTttfP]Ptd[t phits sl+:I It aedhr7s. (CShlefstil.. Astlwssty Fautn(It,sp-lbiasniWstd tfi myl''J Ifrrms murjl¢as! 1;t ptthsiised )mvg,tspc0ddyki btnju#1!1, aafleTmslrywhdtobI'D erL,nin RI.I,5t itvpanuap`.aas, lsalEap aaSu;; se itr Anthony T. Tombo IT:, P.E. Nk0Ids lots IZIb'isgist-NsjM-Wpdkt OWN!, fit OWN"s ldkmat 0pall.TEt 6A`'�+.4DujItf,4litt uo0..N11"I sit;80083 fsdi�selwal hl!lupiPLa and RI�I, Ttt Prywril d'Sti UndtFi Eidd al tlCtTmt, wdc tg5iadia{, AVGat RSk�;f!itf tStE:ttMp slIIll di Pl at:pea513iI'a� ' t!i!�!i¢tbrilp"reiltermlor.111min ftltda;StRDWIta p:tCustdpada:uasdha{o.!t:q(Pnpmed S0,4lsfi--..wt111)10Lhit,i nlSKA midat¢(tlft•.itteadpsl&�t. 710 4451 St. Lucie Blvd. tpesfiat ddnedlytlnksl spttlapseitnUkpip s:I.iits Ear/i!tl.TltT(isl ORaipt Eer32S!II ACT lit {ulfro{Ms itmV.?lass 3rslers Etpit!e<dtylailtiq,.t!gihtrsd terns arotefiael letrsi. Fort Pierce, FL 34946 (opytigbt02014A-I Roof Trusses -Aatbonyl.fdmboIII, P,L Replodudiondihisdowatta4inanyform, isprobibiledwilb�utthe wlifienpeamissiofrom Ad Roof Trusses -AethaayLTousboTIT, P.L Job Truss Truss Type Qty Ply A0260923 WCAS6511 DBX AG Half Hi(i Girder 1 1 Job Reference (optional) r Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:14 2018'Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-CAAOnv5Y3zgQTxsxjmiTOMaeD6PfkO21 APavd4zUoYZ -1-4-0 3-0-0 _ , 4-0-0 4.00 12 T1 T2 W1 131 9 11 6 12 5 2x4 11 2x4 II LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 6-9 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 6-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP I LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 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-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 5 = 233/Mechanical 2 = 302/0-8-0 (min.0-1-8) Max Horz 2 = 103(LC 22) Max Uplift 5 = -143(LC 5) 2 = -220(LC 4) Max Grav 5 = 289(LC 21) 2 = 343(LC 18) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s) except at --lb) 5=143, 2=220. This truss has been designed for a moving ncentrated load of 200.01b live located at all mid Inels and at all panel points along the Bottom Chord, Inconcurrent with any other live loads. Hanger(s) or other connection device(s) shall be ovided sufficient to support concentrated load(s) 138 down and 151 lb up at 3-0-0 on top chord, and 103 down and 50 lb up at 3-0-0 on bottom chord. The gn/selection of such connection device(s) is the sponsibility of others. 1) In the LOAD CASE(S) section, loads applied to the ;e of the truss are noted as front (F) or back (B). OAD CASE(S) Standard I) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 3=-44(F) 6=-50(F) PLATES GRIP MT20 244/190 Weight: 20 lb FT = 10% NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Concentrated loads from layout are not present in Load Case(s): #101 1 st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501. 5th Moving Load;;#601 6th Moving Load; #701 7th Moving Load, 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 2-6-0 wide will ..fit. between the bottom chord and anyother:members. 13vasp-F,wuISmiriVIndt. fit 'k'IC91T1VSSESrSBi9%OWL IrdkiVOIDIMASID31oli'l, (r?1I"l owD'e4.�Tftta,rnfiltdmFslsN�sad«tdvetlSo-sMisLvnDesysP.e:ity0DD3talA:ps'GxjT..6alelf.PF.Ittttev:SatlSdeneaDtesto'1rriset&!e6mtEfl�,tdr 3edacp Nietxa�techclldes sddide estdhrd5•iDOhk(dit. lsaYeu Deu®Fepaeetpx ipefz7ta}aenj!1e rDJsyesexsmaaspseae!Me yohssia8°sayia.n.tgrnpaas u:"Inlet ks dstitndMu�i!z inss del!;ndeuteT,D oalr, ozbni%-I, Ia iefi;c asczriens,!wlat aet'ias, re:!�+3iq Anthony T. Tombo 111, P.E. ede;edNJl Tpn ht ayr txp ist�tt pai m'ryd6t Dias:,hr Detlistd4.v xl aged er{eepa gq;ipu.q!u tu:ac o!Rt!IL MelUmdrtekul Yrl;d :adsc4lfll 7is;4dtd9$00adarield. !lttkl Toss, hoWtr Wlq, ab,op' iea'a ad tsand sidl Se ataspssnil7 �'. 80083 ' htENadOtfiPUalGIhMiGilluk35tlMo!kFr9iN@t�taa%tlaig:L afR'�lli�fr!(tssaedSdekMe,sezatltt♦rvY.:clid}.inec7St(lae;de.ueelxrea:dleitw.lhld�asstie,t;pasnd?i:fedlaxsdtielms5es:vr,,.tasDesyeSerueaafifa5fTh61{K"�tt,P3!5f 4451St.lueie8lvd. Blvd. e!strtF,(dtleeldrl Gehtd LSXedapt8len s*,EpRrGlit5 inllitl. itr llae QfsfPTefYe:_is ADT fit Mi.10tiiMGV Tons fedixtvd Wiedfir L''-CirdAid i:aasctesdtined!e Tnt. Fort Pierce, -rL (hpyrigbi�'201AA-18eniTmsses-Aatbonyi,IcmhoIll,P.E, giindarlion d this documial, in any form, is piabibiftd Without& AfinpmmissiaehomA-1balTimes -- Anthony T.TombilIII, P.F. Job Truss Truss Type Qty Ply A0260924 WCAS651IDBX J5 Jack -Open 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:14 2018 Page 1 1 ID: W?auLcr?Re?LfzLe98RiH4vHM91-CAAOnv5Y3zaQTxsximiTOMaXd6Jik0p l APavd4zUoYZ 1-4-0 3x4 = 12 B1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.06 4-8 >920 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.07 4-8 >835 240 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 5) Provide mechanical connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at OTHERS 2x2 SP No.3 joint(s) 4 except at b) 3=110, 2=211. BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc LOAD CASE(S) purlins. Standard 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 = 143/Mechanical 2 = 32810-8-0 (min. 0-1-8) 4 = 66/Mechanical Max Horz 2 = 143(LC 8) Max Uplift 3 =-110(LC 12) 2 =-211(LC 8) 4 = -3(LC 12) Max Grav 3 = 143(LC 1) 2 = 328(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. 6a:dry � PleaetlnaryWteerien I}'S1 IUD[ 117SSrS(iEUEl16Tr:1ll fftN58 [nh {I!LiS f7STGMj iFf7 j la9CW.udFXi Ina iertrT toile PBEodrts aalrt� e:Dvs nl%sUess 8e:sa ]raviyllL9;u21ft IdYUYI. fex4a; tL Idueae 4tsrF:'are est. Uden d4nise s1Aei ntleTDU u'T ILTe4aaMn 1'x#s 56diMnetUr ax7DD ltxadiL As stint hills houvile.SH:IWt 6dnn;,l td is nlTUD npness a-pm:edfit jrd:sdnd exsE•irs nsPmieDat:llEIWOats�EftIms hfdd,WIDDodr,OWN. nx terp, nsmWins..!rd:Epnahmas s.¢esDry Anthony T. Tombo III, P.E. ri nd113Nish! sit 1.1tiry 6 thR31tuIWIAt dlseOm.rce OlnitidSTFtt,Rdnnt[6161 Omit.".11,eengd.1 he Koss g(a1He�brd la in.11.1 MI. lit rygms! 0 Its TOO rA sylall ass dt*Tnss.mdttia 1.1-4 s:ryr. itrtillhu W irsurT KiN N ns1*14.hd 280083 I rceN!rtpDnex:adWaEds:.Ailn!essnala<1DDarl'nlrzinsmipiss6essdteseulBel(ElndSderlErndnt(S¢plislea4TI71w111(Aarse!vesedhgenlprtueTF41t9n;4e,e:ersa,ImesE�sasraewnoEdnn.TensangspnWttnssdadannr,nss 4451 St. Lucie Blvd. a!hn ise ltfae2lpatad:sd aped aNa ie wdlirylT dllMies inshei IDeinss CaWpttElianris lDi:sld7nT DEst3tr,nTrassSps±en iaiit>crdmj SailSap. Al t�na3;e�6t:o: orEm tdaella1P61. Fort Pferce, FL 34946 Copyright f42016Alloo[Trusses-An!honyT.Tomha111,P.f. Reproduction of This document, inany fmm,isprohibited withcll the written Fesrnissioofrom A-]RoDITrasses-Anthonyl.Tomb III, P.f. Job Truss Truss Type Qty Ply WCAS6511DBX J5A Jack -Open 2 1 A0260925 Job Reference (optional) n r nvur r r uaaora, Furs nart:e, rL .rta40, Ue519n(da I rrU55.GOm Run: 8.12U s Nov 12 201 t runt: 8-12U s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:14 2018*Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-CAAOnv5Y3zgQTxsxjmiTOMaTN6JnkOp1 APavd4zUoYZ 5-0-0 2 4.00 12 T1 aV 1 B1 3x4 = 5-0-0 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.15 3-6 >400 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.13 3-6 >448 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 15 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SO M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requi7in cross bracing be installed during truss erectio accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 222/0-8-0 (min. 0-1-8) 2 = 145/Mechanical 3 = 77/Mechanical Max Horz 1 = 102(LC 8) Max Uplift 1 = -191(LC 8) 2 = -129(LC 8) 3 = -97(LC 8) Max Grav 1 = 222(LC 1) 2 = 145(LC 1) 3 = 98(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s) 3 except Qt=lb)1=191, 2=129. LOAD CASE(S) Standard Irrusr- lie ese NurgHylulutlu'SIUNIlussu SBfln ME111Tim a(9FMMUS10&Sll'EljMICKMA119i' hre Ivey efulp rrameten ad rlmlm.Uslnss onip 3rnv14l110; u4 tMdtBuYL TssluMI, I.L Ideal Slut;rere u?_ Ddess awwre sldel u;fit U ooll NJTe'xuerrmrp'e!es sldtlA. melhrdx TDDhlesdil. is Ouse Dulp hpetu(it,Sp:hllr kduMle! suluuyTDDapuedsitmraadlie pdtsshed eq!cr;rir¢aspnoli!nr6e lie lss!ysellus!ePeTnss dep;nsrusit TDD ulr, stilalFl. lM dripmnnplua,!erizpcnhnen, nacsitiry Anthony T. Tombo llI, P.E. d ue oftas Tesler ul ldlligIslie rupnsiellaydfit hear. de amschizo;-ArlieWho Dullsu, a tieRON dfir led, 61!I:ulIlk, lead 10in (fit ad Mi. le gpnd filet DID N nyhill us dtie Tnss.isCr5q!•-A# nrvrb iuhllelm ad king s5erh la rupsi My if 580083 I Ile tx:tag Us"!rs Mates.n! uas selM itNTDD rsllir p arlassad grdcloudtteWWI ftaimw Sell h:vnlu(frV,pmulul. 4 Ul.1 IIUt r6altIln late! pAue TN Ahusaenspai5lages ad Win VItkess Dedpu,TtmsDuf, figirnwlrms Mndt^rer,nsns 4451 St. Lucie Fort Pierce, FL 34946 r4sMultfudlyeUd•m epees rpahrdery lydl puf:es icssdrci ❑eTnss CrsipFginn is dCT tS� 'dtg Cez'gar, raTnss Sys2s ragirnrday hil7iy. 111 aop Mut/aros nemddteibiPll. (oppighl©20HIII toafTmssts-AnthonyT.Tomba111,P.I.ReprodudianofThis dommom,inany form, ispmhibhedwitheutthe wrilleapermission from A-1RaoiTrusses-AnthanyT.TomhoIll, P.E. Job Truss Truss Type Qty Ply A0260926 WCAS651IDBX J5B Jack -Open 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8;120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:15 2018 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-gMkO?F6BgHyH45R8HTDixa7gnVeDTT3AP3KS9XzUoYY 4-4-0 4-4-0 4.00 12 2 T1 to N r 1 qBl 3x4 = Plate Offsets (X Y)— (1:0-0-0 0-0-151 1 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 0.71 Vert(LL) 0.05 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.05 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 13 lb FT = 10% LUMBER - TOP CHORD 2x4 SIP No.2 6) Provide mechanical connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate ca able of withstanding 100 lb uplift at joint(s) 3 except a lb) 1=118, 2=164. TOP CHORD Structural wood sheathing directly applied or 4-4-0 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) 1 = 192/Mechanical 2 = 135/Mechanical 3 = 58/Mechanical Max Horz 1 = 126(LC 8) Max Uplift 1 =-118(LC 8) 2 =-164(LC 8) 3 = -11(LC 8) Max Grav 1 = 192(LC 1) 2 = 135(LC 1) 3 = 83(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 3-670 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. keia} PteC,e f4rive}ali rsue3 re'S;tG9f TIUSSES �S�JLFr^,.eU:Ut7rUlStCOaDTpM30.'Si9Y;'N'EI�%irt'JWIEOEa;ii li'4. Pnlh,It4§e{st9t sif teI txi leltf E61Fif?t75s dxllt N"itf gkPC .W"de'.'tmf T. h ek II:', U. Memo Slot ieftx !. Mu ew. fMt$WfERI Ii.itlr 9,14 uedrt lutes Ad letsdH1, IG h kesdid, lsalnts Ces¢ralhetr¢tipedoi!flnlrer4tle ted te¢r lrSttKec�sm-line 0 tit faletsiM' e3JtM.i( Itepi5i3'arMds d?siptdat snyl:rx:{d:r�,texxel_axl.,xta tnf. rx dxl;4nctep"am: Igdisr asCSmt:: ee!s'iim Anthony T. Tombo lil, P.E. ndr:edldslmsbiallw'A%dal�n:pts;iddl dBt Nw,6, Drxistdkmadep.l.,ttw-sdtot'.,aNmtWoffllt g4ruveq&hxl iidrur:eh¢iTn-1.ILjpntl ltetl sd cla<Idxeff4f Ims; h6ki isAWJn {lat{m,rs;z=s?aa¢!lsier ddl OSAe iupmsuilnd r 80083 ' ritrstl:ul lYffgrt ed Glnttil. dll x'dSNIlA tllzelG. id 82 pt@.ttl xljsCY:E}idlklyd'".CCS rtEIAttl S4el)Idtt8'i•'.ti(TSIIrRIxtkI kJ IFItd SUd txiFiNtttd Ypitt!drelliMe. Pfl d!�MSYitfFi}9lSISi[.}tOdln�x llvSe l:x3Aei:tl!f,rxiS Ct113911SIEfUifdiMS Nxd4GX![,.1. sRtredOdaei llt[xhml eN un_ d 4451 St. Lucie Blvd. tp _ qw r�kp ipalies 0nld. i4Tmst D3slgt bive is NOT fit Wiwi Pesipux has Slit= rxxndesr h dCq. lixriblhd bamsatx iffm 4141. Fort Pierce, FL 34946 (opyrigbtti2016A-1Real riesses AefboayLTcmbolll,P1 Repimialion of this hmaent, in any term, is Fichibile'd withl'al Ifie witlea penniisioo from A4 Real basses - Anthony Llomba III, P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX J5P Jack- O en 2 1 A0260927 Job Reference (optional) 4 n e rows e f ubbcb, rus s rsceue, rs� J474o, ueslyn%'Vd I Iruss.com Kun: 8.12U s NOV 12 2U1 f Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:15 2018'Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-gMkO?F6BgHyH45R8HTDixa7e7Va2TT3AP3KS9xzUoYY 4.00 12 Plate N n 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 0.88 Vert(LL) 0.15 4-8 >388 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.14 4-8 >434 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -MP Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 143/Mechanical 4 = 66/Mechanical 2 = 328/0-4-12 (min. 0-1-8) Max Horz 2 = 143(LC 8) Max Uplift 3 = -125(LC 8) 4 = -85(LC 8) 2 = -316(LC 8) Max Grav 3 = 143(LC 1) 4 = 92(LC 3) 2 = 328(LC 1) 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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces 8E MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s) 4 except at --lb) 3=125, 2=316. CASE(S) G4rdq'rhe:e tlsfegHTresiexth'ld IDOE nlsss f�ELIEF'� %WEISETEINS d (DhtlDD55 (DSTDMA E41ni j:dllDliFC MENr hra. TerdT desip i¢eaden ad «ed�dsno ttis7�Ess Desa,.sDruvigjn'F; eri lh lnluTT.ItalE D,E.E. rderzae ge:E h rent. Ud:ss etlenia ddN eotle n1D;u'q Btie-41Ipktssbdihetelbtttx ilDfahol1l. beLrssD¢Ip hpmtr{Lblpe[all(Esp¢e.;.tbt i!d11¢T7DD rtpf¢ed116lrapmadl6l prd3sdEed lq'e¢rleyaip¢flllTA('Arl!l dfs�yod@e 9kpETf115 d!pd:dlr,lle IDD miT,MerT1F1.7Gd!sin esnaptiecs, Ittdayroelm¢t. sdfddep Anthony T. Tombo III, P.E. d Esed Als ixssfireep ldidiq it qe regn<.ikililTdt7e D.�fc Re Dwxis rdbri:fdyedr,lktdlfiu Deslpxr,aibxaehddfh lBi,at RE¢dtle letdba.{rt ule¢iTYl. Ile gpmd dne TOD esl en&Ilnedt4Tass.0de5¢Exd"rl.n:ge, IesMdiee¢ltttt y sulh 1L,,spasid:hd nerd d,Wi n: ' ats�pa:Er1(sr-w.li¢as slot Alit M Ih 1wasal pildn:sdlh tdinj pim 5611SZO.."Mr pmd;e,In nd Stu pemlpil knil eeD¢s3:aspm bildes¢llaDsd9:1!ess Desper,Lestlesils6ps=erad rassDmis:'cer,ez'ns 4451 St.z 80083 Lucie0083 Blvd. demia!died Iro6scmt'reE4epEavaaE ITdl pmImdai ThNs D�eslm Egieteris 101 Ih libi hsiPfr,vTats SWfa Eow dajkuq. of mp 2a-Peros Was devihnTS. (opyrilb102016A-Ifoblisosses-AnlbonyT.TomboIll, P.E.ReprododionollbisdommenT,inany torm,isprobihBedwithemthe writteopermissionham A•1fool Ttusses-AathnnyT.TomboIll, P.f. Fort Pieree,FL 34946 Job Truss Truss Type Qty Ply A0260928 WCAS651?DBX J6 Jack -Open I 4 1 +� Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com -1-4-0 3x4 = Run: 8.120 is Nov 12 2017 Print: 8.120 is Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:16 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-8ZImCb7pbb48iEOKrBkxTnfpey__wCvJKdj30hzzUoYX 12 10 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/TPI2014 CSI. TIC0.89 BC 0.61 WB 0.00 Matrix -MP DEFL. in (loc) I/deft Vert(LL) 0.12 4-8 >570 Vert(CT) -0.19 4-8 >364 Horz(CT) -0.00 3 n/a L/d 360 240 n/a LUMBER - TOP CHORD 2x4 SP No.2 5) Provide mechanical connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at OTHERS 2x2 SP No.3 joint(s) 4 except (jt=lb) 3=132, 2=224. BRACTOP 6) This truss has been designed for a moving CIHORD concentrated load Alf 200.01b live located at all mid Structural wood sheathing directly applied or 2-2-0 oc panels and at all panel points along the Bottom Chord, puriins. nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection, in Standard accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 171/Mechanical 2 = 364/0-7-4 (min. 0-1-8) 4 = 78/Mechanical Max Horz 2 = 160(LC 8) Max Uplift 3 = -132(LC 12) 2 = -224(LC 8) 4 = -3(LC 12) Max Grav 3 = 171(LC 1) 2 = 389(LC 21) 4 = 261(LC 23) 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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 Load Defl. = 1/16 in PLATES GRIP MT20 244/190 Weight: 21 lb FT = 10% 6ndg.nH:!tlnegHTr!.n.tke•A-t roaIII. rerat leuP1.64 4,edul—ti,I Je:r,�a ir!.iaD(i4.1¢i Rt AeiHrT. TexAaa Ti tda!ae Simi h in!. Odesstlhnise d6d estleTllP,0 suTe9ommryrxsslillteeul6rtEe17oI,eenOLAseianoedPBpHHp.e,S=esleltThtlr.H?,tleHdseoTNOagsesetlsto-pmtedIII ralzllleidlg2Htleyr!sinsllTatbrR!WPeatetsep',e7rmsd?o!litfit MnlyrodunFl.itxtasyansmpiees,l!rt:efuenmu,sm!utry AnthonyT.TornboIII, P.E. nlinfts T:enSr eR Asil6ry lsthnipm NIq tithe U...'ne C&It sId3rafilI" er Ike Adl6sgOniPe!,c@aceded ti lie lt(,oe II, 01fle htl dalfq rite aM. Ike npssd dike TO ailmhill ne d4,Tres.isdr6gl.1y. ssrge,iutslldiu ad kern sidd4 rl•_aresh.si3:!:e :80083 ' tMttitadaesgernafimtrs,w:.Al:xIsutod#thM,dinptunmofIA!Imstiflehlf.1Cw. eelStierylrensnin(011,IMlsted�tMW111Asind!'RA'HIt.f.p:AmH.TFN'uas1l:esPa4idiesaAa+e,sti3lL!ssgetlPn.LessOefrrtFe}aeneodrnsspa7als:!reya:ess 4451St.LUCIeBlsrd. !#erase ldis,2 AtoGmed s7reeA spvbwlitig lTdlAuees ladui ReTrsss Cr;lm Fgunrls nCi,.e6u:dat 5es!dlH,rtTnu SyS!anx[d©TltJtint. All sq.�,ae/rol nets defae11o1Pdl. Fort Pierce, FL 34946 ropytighl02016A-1ReofTmsses- Anthony LTom6a111,P.I. Reproduction ofthisdocument, inanyform,isprohihiledsvitheN ewdffenpelmistiaahomA-I Roo}Trusses-AnthonyLTomho111,P.I. Job Truss Truss Type city Ply WCAS6511 DBX J6G Half Hip Girder 2 1 A0260929 Lobeference (optional) re l r�uus ..5ses, ruse maiuv, re- 0 U. U' ue5i9rl(�a pus I. O. izu 5 rvuv IZ Zu, r r-nnu a. -I Zu s rvov lZ ZuI r oat Ielt Inaustnes, Inc. Mon Apr 2 10:21:16 2018,Page 1 I D: W?quLcr?Re?LfzLe98RjH4yHM91-BZImCb7pbb48iEOKrBkxTnfxwv2SCuUKdj30hzzUoYX 5-0-0 6-6-4 4.00 12 4x4 I 1.5x4 11 1 B1 u n 6. 4x4 = 4x4 = 5 0-,1-,12 6-6-4 o- -12 1 6-4-8 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 0.36 Vert(LL) 0.09 5-8 >832 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.07 5-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 33 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 guide. REACTIONS. (Ib/size) 5 = 464/0-7-4 (min.0-1-8) 2 = 441/04-12 (min. 0-1-8) Max Horz 2 = 147(LC 4) Max Uplift 5 = 479(LC 4) 2 = -435(LC 4) Max Grav 5 = 464(LC 1) 2 = 441(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/179 WEBS 3-5=-332/308 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; porch left exposed; Lumber DOL=1.25 plate grip DOL=1.25 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. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s) except at --lb) 5=479, 2=435. Hanger(s) or other connection device(s) shall be ovided sufficient to support concentrated load(s) 203 down and 286 lb up at 5-0-0 on top chord, and 98 down and 194 lb up at 5-0-0 on bottom chord. The sign/selection of such connection device(s) is the sponsibility of others. In the LOAD CASE(S) section, loads applied to the ,a of the truss are noted as front (F) or back (B). OAD CASE(S) Standard Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 2-5=20 Concentrated Loads (lb) Vert: 3=-143(F) 9=-96(F) Sudry•lRtsetlsrtydrresiextae'ad rOG;Ir'Anflnttu'l atashTnrwsanh.�nenonow[-n�a'}n(LMCG�eEL�IdEIII IMds terE(ItSIII tL,ladtla l]IR:AallHgtfifllme Bl:iF]IIaY1RjInJI1FI U4 AilINIT, IaShlByrErdNlde SF'11 t4feT P.e. Udlae ERlfYlSe daltt lPNIIDU,W:T klTlknoattn i'Ges shdlt±asedUrMe lBOla 4t IdlL lseiracs Dmhl Elpau p.t,keddet taduer;,%: sadnoTlAB,errnedsmrmp�,edr6e Pdndnd ey'serilc«ynsiWat h; l4e els!pa<S Nu s!r!eTnsstrnttledemB wr,uadn tY�L tte txi!ysnstmplln.!arsyuatmns,swehury Anthony T. Tom6o I1I�P.E. cA nednis hal-grd!6ryistk ropuiei!ejd1hOYnetlt OYaeA.Amdgdcek rd!tiis Besitxr,®Ile tuhaedfif K611..a1O8e Wblvidt.1 KLTRt gjnni deN lDD.A.y inedSiTnss.W,6j aA,,m:elt,b Mleli—ik" siAh to re!�vtih:!Iral Sr Tomb ' teeRtldagBesiau�edQaesda.ACrt!essdwsatMTODeUfup�ltes®Ipiltliusdebtuleiyrs'upatdShcplraadiea(t(NpHisEt9h1171r1S6(Auere!ueand!upterelp!du,z1Prlk5rsslercspmlhiinestsld?3d3euatswdplr,nnaunarnatnmaTrlsss�,da:�,tt,te,c 4451t.0083Lucie Blvd. 18ts.ise ftheiltabrted optdopt uYdnlT ITO Tn,,s Indlei IheTnssCed,�Egiuer Is rCi raiitar Bts!Taw,uTnss STs'1a EaptludmT hnldy. fOty.'�.atih•;cs uem Idadlaltrl. loppighi0PdlbA-Iioafhusses-AnlhanyT.Tdmholll,Pl Reprddudionofthisduriumeni,indnrlmm,ispmhihAedwithau! the written PeRnissiadhomA-IRddlTresses-AntbnyT.Twin III, P-t- Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260930 W,rAS651TDBX J6P Jack -Open 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:17 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-cls8Qx7RMuC?KObWPuFAO?CySJFsxLeTsNpZDPzUoYW 4.00 12 1.5x4 II 3 B1 Li 1 x4 = 6 d• 4 2x4 11 6-6-4 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.17 4-7 >463 360 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.15 4-7 >520 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI, Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 14-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-9-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4 = 277/0-7-4 (min. 0-1-8) 2 = 390/0-4-12 (min. 0-1-8) Max Horz 2 = 175(LC 8) Max Uplift 4 = -279(LC 8) 2 = -369(LC 8) Max Grav 4 = 277(LC 1) 2 = 390(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-4=-183/323 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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) Provide mechaftical connection (by others) of truss to bearing plate pable of withstanding 100 lb uplift at joint(s) except Qt�b) 4=279, 2=369. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 31 lb FT = 10% eudq 11nsetlulgflprnhlllk'G1I9CrfIgSSrS('SELLII'p 6EliletlEWSBr(MSpiIGSS rBSIC!kji(9T; p(rMG6.regNler 6lc. rerEp did pulve!en til ltEedec ollti.Tnss Ues'¢r grniy ilrw"uiI&Atllupl. iech Oi,r.Liderexie Sl!NSre K!. UdessaMmin tldejwtleIDD,na'7 WTekslvelrni r!nisjdl&1uatlrr&Inom&.1Ud. ssetirsr gngl&Nrxeg.e.spl:unp&plulq.IfesedxoplDo npn:ertrrtcn�v�:ed ernindud equerin ngns!lildpi; Nr 115!gaelt&skpleTn<sd:p!delwtle111g adp,eadu i?F1. Itx to yo nnnruru.6K:egmGnns,sma}iiry Anthony T. Tornbc, III, P.E. Gd1S1 d64 Nis 5r11prd!d&F Wit wr-1uhh di, 0'ILrS['f.5'Indipml lr llt lWidiq gtSljn',Ais:ldrddlLlrr.a!!sc ud elodeal(AakrEdla.1.Tie gpnid dhe lUg odel.lield lie silts TniS,iiftj lafi =9'. humda. ud Was Skills r.-1 ng..ol,4111 1183 51 ' I&kd%rtpgf5'!�'d!etd (lf1n1'. Sii uIs Wool m &M.1 In piWaes mljohlit! dih pdWg kf-1 Sde¢lr.' ism."Mr, P.Pulyd el 1 111SIG rterdaexedht pelmira dnl2 lrH Ee5rat42ng4$J AItS 6dii'l!Sd'r?III51 D131jiR, I:F55 )tr':gf f8' tr0dIn3S YlidI.M`:!r.fi t5i 4451 St. LGne Blvd. 13eriuddi1r21je6d:mlpied 1pcumiAei 1p d!junts hr:ISei iheTnss Cellar Equeer is lCle eddajcri}Se, rrinn Spx:a6jil;wdojldi4g. Niq'a4kres near dermdhlrpl. Fort Pierce, FL 34946 (opyrighl02016AdRoofTrusses -ArrhonyT.Tomholll,1`1 Reproduction of this document, inanylvol isprahi6AedwilhuutthewrittenlermissionfromA-I Roof Trusses-AnthonyT.TomhoIII,P.T. Job Truss Truss Type Qty Ply WCAS6511 DBX H Jack-0 en 32 1 A0260931 Job Reference (optional) t LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.14 4-8 >535 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.15 4-8 >495 240 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: 22 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 = 185/Mechanical 2 = 378/0-8-0 (min. 0-1-8) 4 = 79/Mechanical Max Horz 2 = 167(LC 8) Max Uplift 3 = -143(LC 12) 2 = -229(LC 8) 4 = -1 (LC 12) Max Grav 3 = 185(LC 1) 2 = 378(LC 1) 4 = 112(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; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s) 4 except at --lb) 3=143, 2=229. .OAD CASE(S) Standard %'erdq-rleesetlsnrpNprerier Ise'd-}IOC; I18SSFS� SFIIpP} fdA�!( IIWS B dDhT.Sflf,'S1 flS17k16n�'j;.(IIMCPitEDiMEMr in¢. perDp dni;t poemdsn e+d reed odes nhisInss Des?gs Dnvin9lR@j erf Na Adiup7. TexEF OT IL IAbstin S4al ieh;e tst. Udns stltfrin tldd+FtleIDD,an!q dLTetsarrurp�'essSsli:e medbrIt, IDDItkuld.Is. inns it FF myTOD uprezeds 1,mpaedtit pirk"Ind"ye"rlty sespusltlidpfi; tit lisp Aelts4l,7.sdep!n.4 tetle IDD w7,+teerlil-p. tt2 dss'pa nnnpurs, bcdtpaFEmns,sNcWep pntholly T. Tofflbo llI, P.E. 'cAis.1tsNet It! tq Whi lF he nepneltllay AN hur, fit OaoY1FFS�'IF[dF?Air 1eWE.,Dulpkr,UW lain 16,RE, is iS:u1fie dca W01 We of MI. le ayn!Atit DID W. hdd in dHFTnss,M,fintadiq. sanIt, liefthn nd Emk3 s6sl ftf:�se!tacS?1pd Tornb ' Ifs ti:LzD7n3rs80083 t Fd Qa:eM!. eC uke sdeainletlDDMI's p�itesnd pid.NFe FIIIF tnlGrpdFepwusSdtitlaramn{ttSf,:p.Nlslel Eif71 n116L7 uerdsnxFdts gnsdpl.; TN k5ni9e:n(ltSslIITISttleasd3tTne: Duspff.I:ns Deep F.P.—d loss M.'N11:R!eLR#eF 4451 St. Lucie Blvd. tY�Fiu l�tsi Ipo fed:W Fpes4 tpt it wnfitp lydl profs incised ReTnss CedaEapitur isdCT:t dadab Ces!}sx,srTuss SpCta 6pitar dap 4+ilAq. An sq!�aNhmn treFs ddrsd hRH. (opyriOlif CQ 2O16 Ad Roof New-AnihonyT. Tombn lll, F.T. Reprodudion of ibis dosomem, in any farm, is prohibited with al the written permission ham A -I Xoof Tresses-AnthDry, L Tomho 111,1`1 Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260932 W(,-AS651IDBX RA Jack -Open 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:18 2018 Page 1 ID: W?quLcl?Re?LfzLe98RjH4yHM91-4xQXdH837CKrxYAiycmPYCICsjaxgppc5l Y6mrzUoYV 6-2-0 2 4.00 12 1 0 N Eat 1 i B1 fO�I I 3 e• 3x4 = 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 cSl. TC 0.59 BC 0.90 WB 0.00 Matrix -MP DEFL. in (loc) I/deft Vert(LL) 0.16 3-6 >468 Vert(CT) -0.15 3-6 >477 Horz(CT) -0.00 2 n/a Ud 360 240 n/a LUMBER - TOP CHORD 2x4 SP M 30 5) Provide mecha ical connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate c pable of withstanding 100 lb uplift at BRACING- joint(s) 3 except a =lb) 1=107, 2=146. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 2-6-0 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 = 275/0-8-0 (min. 0-1-8) 2 = 191/Mechanical 3 = 84/Mechanical Max Horz 1 = 126(LC 8) Max Uplift 1 = -107(LC 8) 2 = -146(LC 8) 3 = -4(LC 8) Max Grav 1 = 275(LC 1) 2 = 191(LC 1) 3 = 114(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; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 Load Defl. = 1/16 in PLATES GRIP MT20 244/190 Weight: 19 lb FT = 10% caHq-runennnrern�ll.m•a-sloe; n:�snt uuu'I raraunrwsa mr"�nga5atoxt u7a;z$raca�,�Hret•IHSt TEcrttamtdrnladlnmr�aldH ptaste3sgn�,r!l,crfTr� nell<atnnpT.tHl:r„ rtmHl�eu3�tlrreE3E. ud:3:EnH.ue:tddltneloo.ray WTeionHnr�7esslilthtselftrne l)alaMtdiL a3e Lass Uesist[lPEER{I.e,$pt7taf6nn:r;,n: nd narIDesepestds to HHP '1 el tie por'Mud lur eln 3esrmisgaf the lHiVe,UstoeTnss dg'a:l¢ne lee nlr.ndorl?FI. Ra Lilla asnaPues.idrtrotenns stedirry Anthony T. Tombo III, P.E. rJtsede sizssir tnrdiaty is tle mryt3itilapdCeihuetltentist;a.s�:rl redrlk kil6q enisnr,®7ene!endeu llCnllr:ndbe 6td la:Cq nit.. K1 neq;—1 dhe IN and.4,11 is, Oti, Tnss.W,fiq imbffe d twang 3ldl:? F, mdmia:trd ' <80083 nar;�r:r cES'}9t!n3dtd'IM`.Zn]SS11093haSlrle tillH rtWini®dT+i:InesdnetalGgrtaraen $dtlt lS'KnH11 �4(<,f plLSlni�T IBi$na ll!!dH!$tdtl geEtn gsidlt[e 1plLrinin:n3fns$emtsnddas do -loss DtdltH,l!ess gerfipstrellrnst Yaull^E!et.a'est YlEniu lefittdlrebtw tpetd eNlumatr lT dl rtdnlmE33ef. neTnss CedP!Ealitnrls aei Ge raiHag cesgau,xinss$rs'la EariEer pSaJffiag. aIIEgRda.4kvs seas ddadhnfl. 4451Blvd. � Fort Fierce, FL FL 34946 (opyigb102016A-IRoafhusses-AnthonyT.Tombo111,P.E. Reprodudion afthii document, in any form, is prohibited wit! cut the written Formission fiam A-] Roof Trusses - Anthony L Iambo 111, P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX MV2 Valley 4 1 A0260934 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:18 2018 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-4xQXd H837CKrxYAiyemPYCILUjoogppc5l Y6mrzUoYV 3 2x4 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 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 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/TPI2014 Matrix-P Weight: 5 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s)1, 2. TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. 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) 1 = 48/1-11-4 (min. 0-1-8) 2 = 37/1-11-4 (min. 0-1-8) 3 = 11/1-11-4 (min. 0-1-8) Max Horz 1 = 23(LC 8) Max Uplift- 1 = -18(LC 8) 2 = -32(LC 8) Max Grav 1 = 48(LC 1) 2 = 37(LC 1) 3 = 21(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 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) Bearing at joint(s) 2 considers parallel to grain value using,ANSi/TPI 1 angle to grain formula. Building designer should verity capacity or oeanng surtace. b[mar•tiea;e,ads�y5h MR. fis'S 1C9P11USSESr1Ett1r.OEM 11WiEDIDlnuIS Eb1C9i*M1)1(K1Qk1E0C9!ITIra rerd!dds!{ayzsaNNs ustlatvef[safbis lruu Drga Gs.iq{;pDicd a: ee'6�r 1.1[afs Diri 1[€Neu[ihd h6re us[. Ddess d!de!7lst stdN cs»tPD, [wlo Ndetsaeedaz Ades still re usedlwsxlr:fiieudii, Asa Tnss Cs;wtyaeerQs,Siww_ryfuduNt.rie led act W ssrms m wiphs¢dfi?r�hssius4soluma�nspsa;-s:`:IuIn lSsdsdp d dr u[ris Trust tsiideda l.Dwetr,"its 181.bi$01A essufatts, haiotm:tw:; sr W'tr Anthony T. Tombo H1, P.E. aduwfllds lrosshs saTlw!dapls;k respas3strtT dfis owns,fis ows nskadxd n"Wit!Eaiarl61. N,hhs lwoel df 1146[REss{fis kebltrpj sal01 M-1.Tit "Im.id1e12Ata'"Aulias, dsit Truss;iaW.3 iimdlfir.shn it as respssA&4of ,�, 80083 ' fist=kieptgsgev od(aehxhr. SDsdes sd sdafisT7 sedCwrncusWrrls'ietsdshFa.tegl,zpasd Sshry fdsrgs:a(CSgpnitg:lhEn alSlU tru nlNsusl4:1—idpilmirtik'assile!ssasoshiLYs sadloues d;isT:ess DtL4aN,irwfS Desi[a re[ueN adTrussNadsGzN,�ess 4451 St. Lucie Blvd. u0uniseddese/1EdEahxrepatgsah.i_qh iptdhsh!fist. EstTrns Dssip retses h!46ilis liildiq Dssiper.elrnsS/siea Eghswdal Esgrn{. IC rgihihed krassnntfiesd ielrrl. For, Pierce, uci Blvd. tappigMa7QIdA-IReolbusseS Aathaoyi.Tembalil,P.E. Aepieduaionoftbisdommint,inany forrn,ispohibitedwdoul]it wriitenparnissioefrom A4kaolbusses -AnifionyT.Tula III, P.E. Job Truss Truss Type Qty Ply A0260935 WCAS651 SDBX MV3 Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:19 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-Y8_vrd9huWSiZiIvWJHe5QHUQ78VPG2mJh Igl IzUoYU 3-0-0 v Q a 2x4 B1 4.00 F12 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 FBC2017lrP12014 CSI. TC 0.15 BC 0.05 WB 0.00 Matrix-P DEFL. in (loc) I/deft L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 8 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate pable of withstanding 100 lb uplift at BRACING- joint(s) 1, 2. 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) 1 = 93/2-11-4 (min. 0-1-8) 2 = 72/2-11-4 (min. 0-1-8) 3 = 21/2-11-4 (min. 0-1-8) Max Horz 1 = 43(LC 8) Max Uplift 1 = -36(LC 8) 2 = -61(LC 8) Max Grav 1 = 93(LC 1) 2 = 72(LC 1) 3 = 41(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 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) Bearing at joint(s) 2 considers parallel to.grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. muro7Piz¢snFi��li) mtt. Yse'3' 1A8rT1U:SIS �52t7 r �RFLcl7FIkS t ECNP'nPYS FP3lC0"lUTfl j!(Ci9ti1[Di:kSrfua Toth, dts!,n�sezf•,us al te¢dnles¢etb•stnss Paya Gerier� DUSesdRt IE'imp i. rfabW,i;.Idfreutflid iekn ¢r.: Pnx1 ¢!kisist sMfim �titD,sair N&kirmefx tldxs±td(le esedtaiiTC?rhkFedii 11 e1mittcaEy'znectx Spfrt7E¢un; he odes erlrUit>•esta!smutfptnctddt r'desCR¢¢;e�a±unspazi-J?heL*.disin sl ric erspleim±llp4"eemrtTt$NIe,RlA lrFi. I4t deiifi¢IiRS}`Sm F'1SL1T� uN1: ±eR¢:.A, Anthony T. Tombo III, P.E. ¢ede/eflt{IS1mfIII�r4�d'jii !ltirElld?cif¢IC¢eD*K,f. Dole's Pfiel.Iel et'a v fl,!&oV.,4 lll�%.b rieoe,, fat fk%dflgvd'.Et IH¢I1ilISuJiIG Qri TIhl.Tli Pjp�¢±el t�'S!Ivl ¢alMhel(e.rdde TnSl;u zj iailhj. yly�e,a,!extirt c:kaq eR¢Il ie Pl etieasuil'fd r 80083 ' httwTli¢lPtfi¢¢tfmddelfiY.lit. SON1t15lIMO'Y.Tr:IcCt•RrteCrtei¢LdpsiG!iEefREtStI('(FIDpRitlSeeitMei@¢!:t9(iifP�T'eildi!irI¢.!SllAaeidereertl5!dmrdt.;ieneR4ldtmitiult;pursi t±midme±d5eincsSu:uu,11e±ittvEaphetrmdinss6luA¢[-zv,avrss 4451 St. LUde Blvd. dla±t4daH iye(xhcl¢pedepe¢icnihy{yripoliei anirct.iti Sns PciiPE¢p!atr is R9F 5t lrildur Paipu.rGnr SEstea EMixudbe*kfiidn{.1:':tgilfh.!i irai ae es de(met i¢TN I. For, Pierce, FL 34946 '� .(oprihhlV2016A-I Roof husses•AnthonyLTombeiO,P.E. Repfodudionofibis dctoment,inany fmm,ispmhibiledwilhouuhearittenpefmissionfromki Roof husses•kalhonyT.TembaIII, P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX MV4 Valley 4 1 A0260936 Job Reference (optional) t4 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:19 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-Y8_vrd9huWSiZiIvWJHe5QHRk77iPG2mJhlgl lzUoYU 4-0-0 4-0-0 4.00 12 2 1.5x4 T W1 1 .. ter'! _•_—__•— --I 6 2x4 % 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 0.33 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 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/TPI2014 Matrix-P Weight: 12 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 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 guide. REACTIONS. (lb/size) 1 = 131/3-11-4 (min. 0-1-8) 3 = 131/3-11-4 (min. 0-1-8) Max Horz 1 = 61(LC 8) Max Uplift 1 = -51(LC 8) 3 = -72(LC 8) Max Grav 1 = 131(LC 1) 3 = 131(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 3-6-0 tall, by 2-6-0 wide will fit between the bottom chord and anyothermembers. 5) Provide mechanical connection (by others) of truss to bearing plate,capable of withstanding 100 lb. uplift at joint(s) 1, 3. CASE(S) AOa�p•rde5t IEiSF?j.YplN;Flf tlt't r[D(TrI7{SESj'SiS::rp»N[t3[l:tkiti-0tDII1JMS(l�7CN�tU!fl�RIt3'J�IEDhV.:ST It'0. ffirM.-.-PIrclemS III 1HtWn N ads Ims Nip ri'vgCIDD)eltT9FtE$mT.TIM.19,11.IGtwo She11Mt Ise. CStm O.W. ccMcetltT O, Feg klCtttplttCr pint'sEe.i if etedtmrie iD;hEtlnit tS pltF5t uf1:Q ELjNttlli2 Spsd'rTep.p3et.1E!!S ittlN g7 tDDIfFitS36i F!fFTiflt'.9!D+ej:nlln3lSe�.a'!!1¢yttspm33a.:t!ht fESL3tlplfilif shpll TRSS tlpi@tfatttTDDteft, PttN IffE, rat tlSIEF t33i#p`ft35 #fflp;�ttEI; SP^S3IIIJ Anthony T. oTmba III, P.E. Tom0 weft l�5 Sces 5layt. Ltg€s;T!reSpcevS tlhsC'av,ttt 7)rtfi itlAnstt yenn 6aaq.a..t»e:,hht 3xeFrl; Bf 114tEe¢i¢t&Ixvl bdity!lhatdTN•I. Tat yNfSd t'StT:6 nprap ttlltstAAeTnn,at&:xj4lt0i3p.51uyt,asa"lNce ttl E!dot shO Lf a•. tespas@ii'pd ' 'f11t�Dfapa351pFf titIGMFI.iDi37t35nMOHITi�F�i�pHC#StEtp4�.t_"FfSFIplt4filpCdSpBtCSAnpMfIHaR6(T.SIJptSSN;tMTFII&tSIGQt!E:.Ytitft;xpceF!np:;tFsu.P.L193!instilrF;pa3ndFlSGltttlN3lt�lTSti3i'i4g6,SIFTlrV3lTFriOlffDtinssNssdr v,WiHf 4451St.0i3Blvd. 't0eniuMoN IrtGnt3;1 tptrtyaitni:sg4 ei W'fl bo't. rows DelpE fw'is All Pit 14fap mipmv Ttns syslta Eyi¢ls-tTFrr eulrep. tut3pil .td rt;as ae rs tduea itTRl. CopyfiCM 0 2816 A -I Roof Trusses -Artbony i. Romba ilS, U Repradurtioa of ibis statement. in any farm, is prohibited without the written pmmissioa [Tom A-1 Roof Trusses • AaSAanyl. Torebo III, P.E. For, Pierce, P1 34946 Job Truss Truss Type Qty Ply A0260937 WQAS651 TDBX MV5 Valley 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:20 2018 Page 1 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-OKYH2zAJfpaZBsK540otedgeCWTRBjIvYLlDgkzUoYT c a 0 2x4 4.00 12 1.Sx4 II B1 3x6 11 W1 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.06 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 FBC20171TPI2014 Matrix-P 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 5-0-0 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 Quide. REACTIONS. (lb/size) 1 = 107/4-11-4 (min. 0-1-8) 3 = -8/4-11-4 (min. 0-1-8) 5 = 269/4-11-4 (min. 0-1-8) 4 = -3/4-11-4 (min. 0-1-8) Max Horz 1 = 85(LC 8) Max Uplift 1 = -30(LC 8) 3 = -8(LC 1) 5 = -147(LC 8) 4 = -5(LC 3) Max Grav 1 = 107(LC 1) 3 = 7(LC 8) 5 = 269(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-251 /416 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., G.Cpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 ha: 20.Opsf on the bo rectangle 3-6-0 to bottom chord and 5) Bearing atjoini using ANSI/TPI 1 designer should v 6) Provide mecha to bearing plate c joint(s)1, 3, 4 exc LOAD CASE(S) Standard been designed for a live load of om chord in all areas where a by 2-0-0 wide will fit between the any other members. s) 3 considers parallel to grain value Ingle to grain formula. Building �rify capacity of bearing surface. iical connection (by others) of truss pable of withstanding 100 lb uplift at ipt at --lb) 5=147. PLATES GRIP MT20 244/190 Weight: 15 lb FT = 10% dn9ap •Peon Iiatmyih rrt!ty nt'aa iROTTIU`SESf•S`:I!fl?, UEN(flt IEIi!S t WNpRIpaSCU3rQN "tURI jRCI(!ifttiE05Ui5rfers. rndrdEt�glpstattas ttd red xles rt leis Bass Dtsy4 C:e�iey pptet! tit te:xy 1.italt IC,P.L lErtrnt! Seerl itbre en. UEtets e!arrist sMtim � 1Q; talc NRtimaetne pats Eet!i it Kelks?3i �a;nit itl+i ASalnss Ues�w hjueet{e 5perdy'Eag:s:ns.fleSeEutEy l:9 ttPt;t2sw4septattt¢:�Artfnl.iHi f!jCtt1&r tttpl9ii!:tYI%IE!d!SljflilStiitg!E TR35 LtjLhett$'ET:�tAIt,RCFrIrFI, ISi dlSlrt t!IGir!'S01; !iSJtig (EG'1AEi;ftf vflh Anthony T. Tombo 111, P.E. aedntAWsrnsslas ay hi;d:y3 it'itElirE!Si-�'l7 tflit CM'M!,ht TlftEl s4gittittd 4gta ltdSt lE'�Ot:r x<hht sscsgd3!Ilt<lietrrad4t bml itdfajitdt mditld. Tis oppitttl.��tT:-0Ez3 in fidlt:tti llt toss; iEde3i3!a4ilur, stoit?t,sfmieFt!albniy tAtl!1t At tt:p+tsnil:l tS ,'{80083 ' tarhill'ugP4sipuad;4ehsnr.Sllaastsitttaln�tTSCtedtteptcu!tElgsiEsSErso!vtLa:!fE3Sa�7tntlSthriMArarzv?C9}p>t9eriri urSr:AatlCxnnllm6tctrt!g.iimte. i!41dt!+atsfaensywiiiL3!tsmllaitsElSt➢estCtemer,knsCes�3ErtgvtumdinssNmtftGrtr,ta':ess 4451 St. Lucie Blvd. 0tn4t WIndirt Whirl CpW.Ftit nilq Ile folksimhtd. Turirss Pts!plrxw.is 07ht 14141 Ptsyuct^Tsnsfysittt FtrigG A�en ltiiRq. Eginburnras wt is f&td is7h]. For, Pierce, FL 34946 (opyiipbl02016 A-1 Real trusses-Ambaoy L Tanabe 111, P.E. Repiodarlion of this dotamtot. in any form, is prohibited wilhoul the written permission hem Ad loaf Trusses- An!hany T. Iamb nl, P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX MV6 Valley 3 1 A0260938 Job Reference (optional) �'; t Ruui a ausssns, run netct:, rL 34746, Oesign(Ola atruss.com Kun: U.1ZU S Nov 1Z Z01 i Print: 8.120 s Nov 122017 MiTek Industries, Inc. Mon Apr 2 10:21:20 2018' Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-OKYH2zAJfpaZBsK54OotedgS5WQm8jivYL1 DgkzUoYT 6-0-0 4.00 12 0 0 1.5x4 II 2 W1 3 1.5x4 11 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 0.99 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 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: 19 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, 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 = 221/5-11-4 (min. 0-1-8) 3 = 221/5-114 (min. 0-1-8) Max Horz 1 = 103(LC 8) Max Uplift 1 = -86(LC 8) 3 =-121(LC 8) Max Grav 1 = 221(LC 1) 3 = 221(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-203/335 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions. shown; Lumber DOL=1.25 plate grip DOL=1.25 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 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. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s)1 except (jt=lb) 3=121. CASE(S) dAaz�p•Peatt!st!egilp ntltr Na'AA[DftW{SES[S8t(fr(txEUllttei6t4k0?n Mf tL'itgM•,"!U!EI�, ASRiiJ61tD'olti57'fera Vnify ttripjartat«rsKill seal sails UnitTo's rants ktritp{iDDtesi!xAE!aAlT. TamM 111f.Nermn idtil tariff as:. Xtsn:stmistdam 6tTrD,3tiT — MRstsmx!«cpalessaalat!Wht?i lb%hleldid,AselressCai�fya«!rpi.e Stauiyrfnyalea};tteaedwr�ytt`J«gre!tssmr.«alowdthrdns.xamp ersgresrws'silA+and¢d!si;od3asi�atirrssd:pi"aQntla7C1aelf,apdalti-I,IS:fasl3ensrat`tas,!afiny�:^ns;!eJa4i€Ilr Anthony T. Tombo III P.E. .E.dlit oa,hi Dow'$4'd 01«tad4,11a; ru livinfl.N Xlit lt(tadtotal tothrxiN-I, Ua ryfmal0* 04 Pi ttUstFde Tnss,iib4 Wall. ttnRxa.A iminj ddl lent nspast l-r0084451Wt.8ei3eBlvd. Z Fort, Pierce, Fl. 34946 -(appighl02016A-1Root frosses-Whoy1,Joinh111,PEof ibis doniattat in any loam, is isichibiltil withal *it alfitlen peimission from A-1 loci busses - Anthony L Tonih fil, F1 Job Truss Truss Type Qty Ply A0260939 WCAS6514DBX MV8 GABLE 3 1 ` Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:21 2018 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-V W5fFIAxQ7iQoOuHekK6ArNjgwnatAY3n_nnMAzUoYS 6-0-0 8-0-0 4.00 12 2x4 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a - n/a 999 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 0.00 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 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 guide. REACTIONS. All bearings 8-0-0. (lb) - Max Horz 1=147(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 1, 3 except 5=-247(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4 except 5=454(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-398/637 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft. between the bottom chord and any other.members. 5) Bearing at joints) 3 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 100 lb uplift at joint(s)1, 3 excep{ (jt=lb) 5=247. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 25 lb FT = 10% tdbely f(tlb^uifbL]?f(frIFY 6t �Ai LBgdtldSS6r$�s:rj. Ltl1[L.t(jI jVolfmokL(r)lLl?rL�J?f�jLiL!��iEgoL? r?i10, rHtd!({i"p]r�ne?us ecl lei bits It?dis?a+s 6esye 4esiy(;Ogied:�Lt'SxFLLitmat IC,fLI{'uuFl Tiet?L!?a,105!. gdt!t4 !?�ri{FfMtd� ila?. Pt/ �ttttmts ddF seuiLered(a3el[ h1eFc51 Ls5Iressce pFym!er s.SLF6?y(oytFa.4nestdAnthony T. Tombo 111, P.E. bdvtd2ss!"sshs{x?14.1q d6t uesnillh lit at IMcsdtk ltul l,A;wlt oV111 T1!,jpiml 00SI' ad its hdd u!ddt fall, W4[ ;havaj.sh:rt,us180083 6t trddild I!rldbf bd rtdlP.?rr. LI?Nar rl? In A a! TC bdExptaws rod La{°+.'1'E!5 dslsL&?GC3?i*ynroSdFtf Mtretxa({it)?pl".:sled i, iH udSL(A uesd!rrta! b: Lttt!d lsidsae. 1?II ddms 6t saslaasdiL'us Oddniti 11?XIfb3OFR,xMK.;?arf ea�dt rrr!eFs bdTnl4 NndsOmtr, Wi!!f ' 4rt ercLucie3494 �dltssi;t ddaeddre[waul tt+etltyts it sr;tgfy ripcliss a?!Ntl.ldt loss pesi,n&SpsFas S36t irildiry btsiyru,{t TmssSptemfraadaq lFiidiy.Laparlu!d i!rasausdtfiudit iF}I. Fort Pierce, FL 34946 .(opytigb102616A-1loci rasses-AatbenyT,TombeIII, P.E. Repedurtiaaofibis doorntabinany form, isplubibitedw4hIIo?thatinto permission from AIRoof Trusses -AatbanyT.TomboIII, P.t. Job Truss Truss Type Qty Ply WCAS6511 DBX MV10 Valley 2 1 A0260933 Job Reference (optional) d, , v 0 0 2x4 <un: 8.1zu s Nov 12 201 r runt: 8.1"20 s Lvov 12 2017 MiTek industries, Inc. Mon Apr 2 10:21:21 2018a'Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-VW5fFIAxQ7iQoOuHekK6ArNhewmYt6Q3n nnMAzUoYS 10-0-0 1.5x4 11 2 5 1.5x4 II 4.00 12 3x4 II 3 4 1.5x4 II 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 0.75 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 34 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 Installation guide. REACTIONS. (lb/size) 1 = 53/9-11-4 (min. 0-1-8) 4 = 232/9-11-4 (min. 0-1-8) 5 = 517/9-11-4 (min. 0-1-8) Max Horz 1 = 185(LC 8) Max Uplift 4 = -126(LC 8) 5 = -282(LC 8) Max Grav 1 = 53(LC 1) 4 = 232(LC 1) 5 = 517(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-300/105, 3-4=-191/303 WEBS 2-5=-441/695 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C,C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8F MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1:25 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.. This truss has been designed for a live load of !.Opsf on ,the bottom chord in all areas where a ,tangle 3-6-0 tall by 2-0-0 wide will fit between the ttom chord and any other members. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s) except 0t=1b) 4=126, 5=282. OAD CASE(S) Standard �v!a+F7•Fiwnlantreli!y rgskti 1k'A; IDDfT10',SESfSHEEI?.. tESElit TEWS(CDPoD!f17U;1,iCN;'IV!E1",�t;t+i0kt[D6YCS1'1F;a.1ted,+4opprs'eus aired vefes is k inss Mfrs Dwiey f)]nitnk.!WlT. Trots D;,t.E.14atin'Nel Was P. Woso!.N"si s, We McTDD,atly fl(Ie1tF!litt!q ales soli ie FsedlaflilD hhidid dsat!ns Disiwralaterjix SderayEFT:raf,lfeuaa�y rq!tMsessmvaepot:aSi yatntuex'ealiiidad Eesdtss=.hin 15e d?Si)tllti!U3EI2 TIFSS dtyi�hda3eTDD F1Iy,adtrirFl.TiidallFHSFSyMf,;K'�bFi;ff!�:AII Anthony T. Tombo Ill, P.E. vedeseil1lis rnis br myth d",j ei r�dt4Tt0i1.:1f del C+rw,6t DifEl ilill!(!etdi'jWltt)#df�:tlj Ki,il6ilECfEiEe ltS,lleQ{adde ltUleafisj eQ�t mdTELI,7ietylrnll AtdTDIFd Fer EetUutiE!EfT(tSS, @QG'"tj bFnjli3t.11Ve,"t,!i ':E`:iet£dA'itGT dvOsi P3 {tiyssii'tll-se? n, 80083 ' 't7l rgTd6l Cfii}Iif.Yd.teAY1F1. SIIDi1lIf11MCTftTM Fd CtyltCAtS IEdSfW4Ef16E E3 Lkt>:t)EtD}NIUSEi1}MttE@Si(TJI��tHttlr iN tLdSCtA 6tff�NtFled EY sFbt'll itldEtie. REl d�Jki iYt ifij3feYll"_ii Cd d+lel/IiM S.roti DisbFK��1FFI CtSy]EESVte(>7/[19Ff NlleIFGte. Wllfi tRt[>:ka defF>edl trahxlF ietlt PoiF *!Di 4451 St, Lucie Blvd. I ! d �9hgi lasits h!tlnd.TNBns PeslpE�is tSt rlduldia9 DnigFecie'msSysfeq EFetrdvgl+i!diy. i3legiAtistl fe;ms aendefixdir TF}l. PortPlerci', FL 34946 (opytiffbi0'261GA-iRoof Trusses AntbooyHomboRI, P,F. Repsodurtionofibis dciomtntinany form, isptohibitedwitbouttfielrEHlsnpumissioafrom AiRoof Trusses dfstDooyT.lamboIII, P.E Job Truss Truss Type Qty Ply A0260940 WCA56511/DBX RG01 FLAT GIRDER 1 3 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 4-1-9 , 7-7-12 4-1-9 3-6-3 4x6 = 1.5x4 III I 4x12 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:22 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-zjfl TeBaBRgHQ9TUBRrLj2vyUK8ScaRCOeWKvdzUOYR 4-19 15-1-12 18-8-4 22-4-10 22-10-2 3-6-8 1.5x4 01 3x4 = I 4x12 = 1 1 1.5x4 11 4x6 = W4 W4 1 mP B2j'it a 15 28 14 29 13 30 12 31 11 32 10 33 9 6x6 - 3x8 2x4 I I 5x8 2x4 I I 3x8 = 6x6 = 4 1-9 7-7-12 11-4-12 15-1-12 -2 18-8-4 22- -10 2:?-5- 4-1-9 3-6-3 3-9-0 1 3-9 0 3-6-8 3-8-6 -5- Plate Offsets (X Y)- [1:0-2-8 0-2-0] [8:0-2-8 0-2-01 [12:0-4-0 0-3-01 Plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.03 12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 332 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 9) This truss has been designed for a moving BOT CHORD 2x4 SP No.2 WEBS concentrated load of 200.01b live located at all mid WEBS 2x4 SP No.3 `Except` 1-14=-865/796, 2- 4=-702/723, panels and at all panel points along the Bottom Chord, W4: 2x8 SP No.2, Wl: 2x6 SP No.2 3-14=-1790/1675, 3-13=-1872/1889, nonconcurrent with any other live loads. OTHERS 2x6 SP No.2 3-12=-1692/1634, 4-12=-913/878, 10) Hanger(s) or other connection device(s) shall be BRACING- 6-12=1695/1638, 6-11=-1878/1896, provided sufficient to support concentrated load(s) TOP CHORD 6-10=-1812/1695, 7-10=-7061728, 1183 lb down and 1405 lb up at 0-5-8, 151 lb down Structural wood sheathing directly applied or 6-0-0 oc 8-10=-880/809 and 185 lb up at 0-10-8, 176 lb down and 215 lb up at purlins, except end verticals. 2-10-8, 371 lb down and 401 lb up at 4-10-8, 320 lb BOT CHORD NOTES- down and 336 lb up at 6-10-8, 320 lb down and 336 lb Rigid ceiling directly applied or 6-0-0 oc bracing. 1) 3-ply truss to be connected together with 10d up at 8-10-8, 320 lb down and 336 lb up at 10-10-8, (0.131"x3") nails as follows: � 320 Ib down and 336 Ib up at 11-11-0, 320 lb down REACTIONS. All bearings 0-3-8. Max Uplift Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0I oc, 2x4 - 1 row at 0-7-0 oc. and lb down and Ib, up lb up at 13own (lb) - All uplift 100 lb or less at joint(s) i Bottom chords co nected as follows: 2x4 -1 row at d 7-1 at 15-11-0, 371 lb down and 401 lb up at 17-11-0, 5-1 except 15=-2014(LC 4), 9=-2012(LC 4), 0-9-0 oc. 176 lb down and 215 lb up at 19-11-0, and 149 lb 13=-2118(LC 4), 11=-2126(LC 4) Webs connected is follows: 2x4 -1 row at 0-9-0 oc, down and 184 Ib up at 21-11-0, and 1182 lb down and 1405 lb up at 22-4-10 on top chord. The Max Grav 2x8 - 2 rows staggered at 0-9-0 oc. design/selection of such connection device(s) is the All reactions 250 lb or less at joint(s) 2) All loads are cosidered equally applied to all plies, responsibility of others. except 15=1772(LC 1), 9=1769(LC 1), except if noted as front (F) or back (B) face in the 13=2053(LC 1), 11=2059(LC 1) LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or LOAD CASE(S) FORCES. (lb) (B), unless otherwise indicated. Standard Max. Comp./Max. Ten. - All forces 250 (lb) or less except 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) 1) Dead + Roof Live (balanced): Lumber Increase=1.25 when shown. TOP CHORD Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exq C; Encl., GCpi=0.18; MWFRS , Plate Increase=1.25 Loads 1-15=-1707/1926, 1-16=-917/1002, (envelope) gable end zone; cantilever left and right Uniform (plf) Vert: 1-8=-70, 9-15=-20 16-17=-917/1002, 2-17=-917/1002, exposed ; porch left and right exposed; Lumber Concentrated Loads (lb) 2-18=-917/1002, 18-19=-917/1002, DOL=1.25 plate gnp DOL=1.25 Vert: 1=-1183 8=-1182 16=-151(F) 17=-176(F) 3-19=-917/1002,3-20=-886/969, 4) Provide adequate drainage to prevent water 18=-371(F) 19=-320(F) 20=-320(F) 21=-320(F) 20-21 =-886/969, 4-21 =-886/969, ponding. 22=-320(F) 23=-320(F) 24=-320(F) 25=-371 (F) 4-22=-886/969, 5-22=-886/969, 5) This truss has been designed for a 10.0 psf bottom live 26=-176(F) 27=-149(F) 5-23=-886/969, 6-23=-886/969, chord live load noriconcurrent with any other 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: 6-24=-933/1020, 24-25=-933/1020, loads. Lumber Increase=1.25, Plate Increase=1.25 7-25=-933/1020, 7-26=-933/1020, 6) ` This truss has been designed for a live load of Uniform Loads (plf) 26-27=-933/1020, 8-27=-933/1020, 20.Opsf on the bottom chord in all areas where a Vert: 1-8=79, 9-15=32 8-9=-1703/1923 rectangle 3-6-0 tall by 2-0-0 wide will. fit between the � Concentrated Loads BOT CHORD 14-29=-689/714, 13-29=-689/714, bottom chord and any other members. 7) Provide mechanical connection (by others) of truss (lb) Vert: 1 360 16=156(F) 17=170(F) 13-30=-689/714, 12-30=-689/714, to bearing plate capable of withstanding 2014 lb uplift (F) 1 =290(F1 18=356(F)19=290(F)20=290(F)21=290(F) 12-31=-693/718, 11-31=-693/718, at joint 15, 2012 lbjuplift at joint 9, 2118 lb uplift at joint 22=290(F) 23=290(F) 24=290(F) 25=356(F) 26=170(F) 27=155(F) 11-32=-693/718, 10-32=-693/718 13 and 2126 lb uplift at joint 11. 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: WEBS 8) Load cases) 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 28, 29, Lumber Increase=1.25, Plate Increase=1.25 1-14=-865/796, 2-14=-702/723, 3-14=-1790/1675, 3-13=-1872/1889, 30, 31, 32, 33, 34, 35, 36, 37 has/have been modified. Buildingdesigner must review loads to verifythat the Uniform Loads plo y Vert: 15 2 3-12=-1692/1634, 4-12=-913/878, are correct for the intended use of this truss. Loads Concentrated Loads (lb) Concentrated Continued on page 2 6rteiqrluse tluegHTferiea t3e'dd lOgrllgSSfS('i[tlfrl �r;llLl(rxSB(Qtidll[1Sf7$T�Nt tt9]j!(rrGA u41tENi Ufa. rerEplNps'otaelen ml uAaslss ettasless grp BrrviylT(Gtrc as Lriurl.rsris u(tEleleese$ltsfwfi2tse. Odess sMer"in sitldrttieND,tu'p WTeioaemrr'esslilE'arsedfirt&I]Dsa 6e.dd Asaisns aesip 6pie[t{!.e.$(eJrBl6eee; rlatArovgTDa sepesaisrtrm xs!lle rrd>S9nd rtg'sseirrrzqus,Kof : It, itspi dRespETmskpiad et fie TOa Wye MerPF1. Anthony T. Tombo IlI, P.E. clued+sL stSrtglnlfiq is l'se rzsru!ikiliydCeOnts.th Oniso��i:d ye9xtk rnlfirp Uesirn:,a Cs stettndtis!t(,Ss lS:nlfjt ' dlri:LtOFSj':MI(4'tni'.L:9k35e!piti1IEeTUDHIIRrl�lte3®ljtl!'Ja:n!11tG11G¢r(W{.fetl$1!ti�!liMtlite{!($I,firs!If1!'ijT�C3!$r(a[I:id!f�el5sgvmis!lme.lFelk5u;l::ttpsidaiesel4!iest2`T!ISSIklirIN,Tensgesy*Fagrerwiinssdasntn:et;x!er. 6td te!Gx,ule e¢!T!LL He gpmeid!ke lUr uln.tieflneAtleTnsc uitaal:�^g.s!ag6ashi!dity ntknsi)sSil!ie ss u!hx?fiA z80083 4451 St. Lucie Blvd. rlNaiselrfisdllo(etw egedeucnrTNar lr tllpM:u imt'sei TieLus Cesl�(q uu ls'Iei Ee rmdap gtslaer, erlmsSps!tm Eapitar f: tarbnlLnr. Jlltq-sd:esas trtmld�sed laRll. Fort Pierce, FL 34946 CoplTight02016A-1bofTrusses- Anlhony1.Tombo111,P.E. Reproduoionoftbisdomment,inanyrorm,isprohibitedwitheIut the w6nenpermissionhomA-1ReafTraIIes-Anthonyl.Tomb III, P.E. Job Truss Truss Type Qty Ply WCAS6511DBX RG01 FLAT GIRDER 1 3 A0260940 Job Reference (optional) 1e• •- LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=1361 8=1360 16=156(F) 17=170(F) 18=356(F) 19=290(F) 20=290(F) 21=290(F) 22=290(F) 23=290(F) 24=290(F) 25=356(F) 26=170(F) 27=155(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-8=33, 9-15=22 Concentrated Loads (lb) Vert: 1=1405 8=1405 16=185(F) 17=215(F)18=401(F) 19=336(F) 20=336(F) 21 =336(F) 22=336(F) 23=336(F) 24=336(F) 25=401 (F) 26=215(F) 27= 1 84(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-8=33, 9-15=22 Concentrated Loads (lb) Vert: 1=1405 8=1405 16=185(F) 17=215(F)18=401(F) 19=336(F) 20=336(F) 21 =336(F) 22=336(F) 23=336(F) 24=336(F) 25=401(F) 26=215(F) 27=184(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=79, 13-15=-10, 11-13=32, 9-11=-10 Concentrated Loads (lb) �Vert:1=1361 8=1360 16=156(F) 17=170(F) 18=356(F) 19=290(F) 20=290(F) 21 =290(F) 22=290(F) 23=290(F) 24=290(F) 25=356(F) 26=1 70(F) 27=1 55(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-8=79, 13-15=-10, 11-13=32, 9-11=-10 Concentrated Loads (lb) Vert: 1=1361 8=1360 16=156(F) 17=170(F) 18=356(F) 19=290(F) 20=290(F) 21=290(F) 22=290(F) 23=290(F) 24=290(F) 25=356(F) 26=170(F) 27=155(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-8=79, 13-15=-10, 11-13=32, 9-11=-10 Concentrated Loads (lb) Vert: 1=1361 8=1360 16=156(F) 17=170(F) 18=356(F) 19=290(F) 20=290(F) 21 =290(F) 22=290(F) 23=290(F) 24=290(F) 25=356(F) 26=170(F)27=155(F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=79,13-15=-10, 11-13=32, 9-1 1=-10 Concentrated Loads (Ib) Vert:1=1361 8=1360 16=156(F)17=170(F) 18=356(F) 19=290(F) 20=290(F) 21=290(F) 22=290(F) 23=290(F) 24=290(F) 25=356(F) 26=170(F)27=155(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-8=33, 13-15=-20, 11-13=22, 9-11=-20 Concentrated Loads (lb) Vert:1=1405 8=1405 16=185(F)17=215(F) 18=401 (F) 19=336(F) 20=336(F) 21 =336(F) 22=336(F) 23=336(F) 24=336(F) 25=401 (F) 26=215(F)27=184(F) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert:1-8=33, 13-15=-20, 11-13=22, 9-11 =-20 Concentrated Loads (lb) Vert: 1=1405 8=1405 16=185(F) 17=215(F) 18=401 (F) 19=336(F) 20=336(F) 21 =336(F) 22=336(F) 23=336(F) 24=336(F) 25=401 (F) 26=215(F)27=184(F) 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-8=79, 9-15=32 RUr" O- r" J Standard Concentrated Loads (lb) Vert: 1=-648 8=-64816=-80(F) 17=-140(F) 18=-230(F) 19=-205(F) 20=-205(F) 21=-205(F) 22=-205(F) 23=-205(F) 24=-205(F) 25=-230(F) 26=-140(F) 27=-82(F) 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-8=79, 9-15=32 Concentrated Loads (lb) Vert: 1=-648 8=-648 16=-80(F) 17=-140(F) 18=-230(F) 19=-205(F) 20=-205(F) 21=-205(F) 22=-205(F) 23=-205(F) 24=-205(F) 25=-230(F) 26=-140(F) 27=-82(F) 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=33, 9-15=22 Concentrated Loads (lb) Vert: 1=-604 8=-603 16=-52(F) 17=-94(F) 18=-184(F) 19=-159(F) 20=-159(F) 21=-159(F) 22=-159(F) 23=-1 59(F) 24=-1 59(F) 25=-1 84(F), 26=-94(F) 27=-53(F) 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-8=33, 9-15=22 Concentrated Loads (lb) Vert: 1=-604 8=-603 16=-52(F) 17=-94(F) 18=-184(F) 19=-159(F)20=-159(F)21=-159(F) 22=-159(F) 23=-159(F) 24=-159(F) 25=-184(F) 26=-94(F)27=-53(F) 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1 st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-8=79, 13-15=-10, 11-13=32, 9-11=-10 Concentrated Loads (lb) Vert: 1=-648 8=-648 16=-80(F) 17=-140(F) 18=-230(F) 19=-205(F) 20=-205(F) 21 =-205(F) 22=-205(F) 23=-205(F) 24=-205(F) 25=-230(F) 26=-140(F) 27=-82(F) 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=79, 13-15=-10, 11-13=32, 9-11=-10 Concentrated Loads (lb) Vert: 1=-648 8=-648 16=-80(F) 17=-140(F) 18=-230(F) 19=-205(F) 20=-205(F) 21 =-205(F) 22=-205(F)23=-205(F)24=-205(F)25=-230(F) 26=-140(F) 27=-82(F) 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-8=79, 13-15=-10, 11-13=32, 9-11=-10 Concentrated Loads (lb) Vert: 1=-648 8=-648 16=-80(F) 17=-140(F) 18=-230(F) 19=-205(F) 20=-205(F) 21 =-205(F) 22=-205(F)23=-205(F)24=-205(F)25=-230(F) 26=140(F) 27=-82(F) 5) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-8=79, 13-15=-10, 11-13=32, 9-11=-10 Concentrated Loads (lb) Vert: 1=-648 8=-648 16=-80(F) 17=-140(F) 18=-230(F) 19=-205(F)20=-205(F) 21=-205(F) 22=-205(F) 23=-205(F) 24=-205(F) 25=-230(F) 26=-140(F) 27=-82(F) 36) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin NOV 12 2U1 i runt: 8.12U s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:22 201rPage 2 ID: W?quLcr?Re?LfzLe98RjH4yHM91-zjfl TeBaBRgHQ9TUBRrLj2vyUK8ScaRCOeWKvdzUoYR Standard Vert: 1-8=33, 13-15=-20, 11-13=22, 9-11=-20 Concentrated Loads (lb) Vert: 1=-604 8=-603 16=-52(F)17=-94(F) 18=-184(F) 19=-1 59(F) 20=-1 59(F) 21=-159(F) 22=-159(F) 23=-1 59(F) 24=-1 59(F) 25=-1 84(F) 26=-94(F) 27=-53(F) 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-8=33, 13-15=-20, 11-13=22, 9-11=-20 Concentrated Loads (lb) Vert: 1=-604 8=-603 16=-52(F)17=-94(F) 18=-184(F) 19=-1 59(F) 20=-1 59(F) 21=-159(F) 22=-159(F) 23=159(F) 24=-159(F) 25=-184(F) 26=-94(F)27=-53(F) Vvesi' Few bsnyFlTr01411,14 roes nussEsrmllr) Walt plus s 0FDMIAs USIONIC KIEr! A(AreAltD6dlei Iew Ter Dr Atdp Funvdm tad "A odes w Idsbas Delp 5-rejln-Dj sei kM WHY]. TabD; r.t.rdemm Aee!t4ln eft. Ums dhf+l:t dd!I entleIDo-,tey klTe4a"N'F4rts Mite esedbrt&tODreb-11. lseTrns Dedp bprxsnp.e,Spndtr Gpceer;.:4e Loeb YTDD serreseds rc asepee:tee be pdsssised en!u2lynynslllltl( a4e(ssipnsf th s' 0sTnss iyidertebe mD cell, Wer UP. lee hi-11 avnpba, Ite�(a,ordnns. s.nc4nry Anthony T. Tombo III, P.E. .I.s. dells fisliear edleisp 11shresrmiWq dea 94ner.be Orvis rt4vazed epdr tle loran Desileee,®besnhst dra lt(,as 11: edthWdWfij.(eee K1+le epp 41 th TOD ul kbwesefor 1"s1'ads4y lar'j stile, haffdite uA loag M4 a. ' eIhbrtrsrifluegI�oeestA Ipeotrbldk:asb:Mrren:. [4AInpas3bsxsdmtiaslth4rddetliDtrDfneseial4es{Fsremll uessaApilernesdbsGdGy(tepi�daISDdsrylamEOn{t(SfpHlsEedS(TArrISlLinenhs>xWMwnllaeTYrlesSres2vrea4Jaissal6s:i�d7eLneedLDbtrdne!Fzslq:hd t80083 ThNssrenmEquris Ier�ii�4451 St. Lucie Blvd. Cesipa,srTn!s Sp4ea Fnritnrd©y S.tl5s1. Ali sy s�ued4m: nem Oekael ianTl. (optrighTCr 2016A•]loofTrussts. AnlhonyLTomboIll,P.L Reprodoolonofthisdommeel, inonyform,isprobibiledwilimulthe wrinenpermission from A-1Roo(Trusses-Anthonyli,Tomb Ill, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260941 WQAS6511tDBX RG02 Flat Girder 2 3 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com 0-6-4 W1 52x4 II -0-6-4 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:23 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-RvDQg_CCyky82J2gl9MaFGS94kU HL40MEIGtR3zUoYQ T1 B1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 4-5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.02 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(CT) -0.00 4 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 2x6 SP No.2 `Except' W3: 2x8 SP No.2, W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 832/0-4-12 (min.0-1-8) 4 = 583/Mechanical Max Uplift 1 =-948(LC 4) 4 =-626(LC 4) Max Grav 1 = 832(LC 1) 4 = 583(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-468/474 BOT CHORD 5-8=-559/511, 4-8=-559/511 WEBS 2-4=-309/337 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered 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 710; VuIt=170mph (3-second gust) Vasd=132mph; VHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Ep C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left and right exposed; porch II ft exposed; Lumber DOL=1.25 plate grip DOL=1.25 4) Provide adequ to drainage to prevent water ponding. 5) Concentrated loads from layout are not present in Load Case(s): #131 1 st Moving Load; #201 2nd Moving Load; #331 3rd Moving Load. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss ha been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 till by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 948 lb uplift at joint 1 and 626 Ibl uplift at joint 4. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 366 lb down and 464 lb up at-0-3-14, 141 lb down and 180 lb up at 0-4-12, and 176 lb down and 215 lb up at 2-4-12, and 269 lb down and 295 lb up at 4-4-12 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: 1-2=-70, 2-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 2=-141(BI) 1=-366 6=-176(B) 7=-269(B) 3x3 II W3 4x10 = PLATES GRIP MT20 244/190 Weight: 80 lb FT = 10% firma} •rimae3tii:;zl(rerteat P.t't * IAOr trUiSES'!'SitCEI r Ec4Ektl iri±3S t iGM07uNSCLi(CN i'tU'Fi" 2Cte7dLE054[9Tf:ra rtny ltt�prsaKus ttd read tarts is IEit eaass fulgt lxsricg� OPieslRt la'#asj r, t±aia L:',r..retteets±iietl5tiert tss.:'a:�stu'Ss 95R si¢!t@ss".eT�:-0,velr ditekfam!r?x IMts skll It as±dM rit lb h!e tCid. is a lots Eesiv Eajmeer(ix..Sferidry Et7irtrf,Nat stder:¢pr3 regresees m anpsaed As pdtstiaes': sapa!ei asrsas3°'khitr?ft dttip d:i! SSagle Lass kpi"edta;k136 talr, nd!r1r41, rz ltsigtessrap"ems:'tafm7acGets,!m�itiN Anthony T. Tornbo 11' P.E. ¢da:etftSts rlatslar crtfia}!tt re,p�s`;}dlEa Gxas, ht d+sa'set!Eta tedsg ctswtfs'p[1tx<!aGr!statt: &t I!%tke lrtsdtka Taal tsl;Lap:e4t eStrll,Ti±a;Pryaald3ei$n{rxrtiddase edeTross,in s?gaflitg, shiesaE!aad Eanag slnn b±A±resratsuilatd ,"; 80083 fbt rc8dug lHsi;atr mliaatra;hr. tll oohs set adn3ait. tfF g!acusWgsut:xndtFtta;'€zgftx}uetl Sdat}hteraa!asfj ll}dx1!ssed 6rIifl atdSKtaefefarnrrd:`te gird radtm. i?N dt!ats tie!tsyaans tSts sa3ra"sd•.uLs=.sCs:cStr<.rass 6sngt Eegitttr aad`:rass Natdta;aaar,m':!st 4451 St. Lucie Blvd. ' alttr.!ts rd!asd h, tCwhtttepud epa is saiiig67:L;Airs h!tl!td. ila5nsrusipEegse±:ist6ilas tailF g6esipntr.t rfatslrslea Eniaty alw!hilttp. l!tapihlh±d krrss teas kfiadisTN,;. For, Pierce, FL 34946 (ePYr9brC2016A-IReal Trusses -Aulban 1.TcmbeIII, PEatthis dosunantinmlY form, is pfuhibittd Withal IhEk17I8G Fermissiop from A1Roof Trusses - Anthony T.TembnIII, P.E. Job Truss Truss Type Qty Ply WCAS6511 DBX V4 Valley 2 1 A0260944 Job Reference (optional) !r Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.120 s No%422017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:23 2018V Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-RvDQg—CCyky82J2gl9MaFGSBakVFL42MEIGtR3zUoYQ 2-0-0 , 4-0-0 2-0-0 ci a 0 4.00 12 2x4 B1 2x4 To? 0 0-b-42 3-11-4 Plate Offsets (X,Y)— [2:0-2-0,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 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 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/TP12014 Matrix-P Weight: 9 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2BOT 6) 2x4 SP No.2 Provide mechanical connection (by others) of truss BRACING- to bearing plate capable of withstanding 40 lb uplift at joint 1 and 40 lb uplift at joint 3. TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins. 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) 1 = 95/3-10-8 (min. 0-1-8) 3 = 95/3-10-8 (min. 0-1-8) Max Horz 1 = 8(LC 16) Max Uplift 1 = -40(LC 8) 3 = -40(LC 9) Max Grav 1 = 95(LC 1) 3 = 95(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; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. #'nsm!•feait rams�yi'f stubrt'A !GJ£TtgSSFS;•SFt..I''"s{:SffSt lif.4i EiC®01[sSNS TGiTAk lUR19A s0YiF0okT5f'Te sa.Tank,!ts'Say#Csetfs tsdtt!lsaiss taINS 'nss Nust fsasug OBisal:a:al:atfT.ToaM10-11.IatwejSdidatasl. tk%rs 4'1rnis!Ua'HsolltT:D, kaat e,pa!ts:aulea,clra±,.Tconk,tsciteTnisNpNawli.,sgtt:syTayatasAtstdrcsayrlt!aq;uos.aar"aoNFessimotvtl lts 5€a,Ttl�ta,5,st.1tosWaitTaa:sl.,WOW. to- blip ump"i"s, Anthony T.TombsITT, P.E. taltseto t0sinstlt!wyS lag.>'hnsgmsSPsrydlit Nio%ltt0•ar.'s rAtin sdtgaS siTka6aiq hsgn,ilh, wiett thAtAt Knuth Isms!hAq oat wltll-LIts sllronldTSatgaselayfidlesecttk hats; u6cgtovai. asgcke-16a CA bxsy ball om resyusi3iletd n800Lucie83 nsE Tlui tstsigner as!>aefratti. lllaaies sti twa'StTa9 wetkapnasias wlaeit x�st't tti9Cr tavyaastl Sdatyaterasza(i31?ptil:weiS.Tf!talSr.l rce rumen!!!!: getadplum.. UPla!iaas6easslatsnir'ate5lb!m tlha Ass �tivff,Tt"s t&PIspatar wC., Muttonrrc,w!tss 4451 St. 81vd, t!!t!w.5eldatleytl4Ffia5l tglRl epw E;'i:a«36y t>,gciaJwd:tl.Ttthiss gtit}6 EEit!t?iS tiO�l3tr%IU�g(tt5irktt.4',Irii$n!tm GgiaKetuykflisg t!'!apnnV�l h;u; st ssi¢fictd is 7PSi. Fort Pierce, FL 34946 . (opyligbl GO 2016 A-1 Ro tluosses -Anthony t, IomU01II, P.E. lepsodu;rion cl ihis dcmmeat. in any form, is prohibited W1.1hout Ike wiitten permission from dd loci Trusses - dalhonyt.Ismba III, P.E. Job Truss Truss Type Qty Ply A0260945 WQAS6511bBX V8 Valley 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:24 2018 Page 1 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-v5nouKDgi25?f rdsJstpoT?IG8gv4WRVTy?RzVzUoYP v a 0 2x4 4.00 12 4x4 = 616 1.5x4 II 4-0-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 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 OTHERS 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) 1 = 134/7-10-8 (min. 0-1-8) 3 = 1347-10-8 (min. 0-1-8) 4 = 283/7-10-8 (min.0-1-8) Max Horz 1 = 40(LC 12) Max Uplift 1 = -114(LC 8)- 3 = -119(LC 9) 4 = -146(LC 8) Max Grav 1 = 134(LC 1) 3 = 134(LC 1) 4 = 283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-211 /314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; ,Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C,C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip 66L=1.25 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 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 boom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and pny other members. 6) Provide mechar1ical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 1, 119 lb uplift at joint 3 and 146 lb uplift at joint 4. LOAD CASE(S) Standard 2x4 PLATES GRIP MT20 2441190 Weight: 22 lb FT = 10% �'fl/?; •Parft 7auy51}?fiNti I:t �A; rr;�i notsEsrsEt(Ec;.M�ETn TEUAS 1 ccio?mucrrex;^nru` i(Ct7iil[OeY!51'hra. rn�lts:Papriaf>xsn! tni Wfs ss hit?nss Desi;v [rf:is2� 0}jd'i:4t6at i. E}aff IC,r..tf:ette Atetifhsf nt.:�:eltc'fn.�itf tM:d onik 1II, n7 Eliiftscvxih�;iwes dw4hefstdh?h.TG hkf ii, IS alwss CtefaEajaen fit S}tra7Enyaenl,lle se�aftey lcB lsrtumsmaxghe¢a!9fidni sn;4fn tes}msl'�trhs@fd?dPdr±t srr;ItUvssl±riCedteheT.lfelr,rrlH liFI, R1±si;csssfm .sv..�wda;�{ cfs; ir:! J�h Anthony T. Tombo 111, P.E. tftlwfEFdtTrsshtaY6±vka3isthrts;eai:!�eltitC�ief+.,htDeffiseEherseta;tfluht6th':yfn,�±s,hhtiw.erc;lltll{.IEtIt(udkt aletlUis;sfHeltRll,Tl±e;pefddd:±T`1ff3sfC;dtuefthfTni5;hM3j'ssailnr.ih?gtlf!:'[SsetflE�un;stelll±tt±u!pmhiLtd 4451 St ' ,";Ed0ucie083 of hdtiel r;uPst mdfs#m7ef. lums W In:'S±TGB dfierrexfsWpfl!�ffsdiksrff!€z3Ecs}ufet5ift{Inirceem}TS¢rai!ikl With SriAC±tflNtHtIY;Hrti �itCU.PVi{f�G±iSt!Fiyi±illlP fi QIO�1�±1±I5:r:tii GEi�p!(,?ilt!%±if;f Ef;rttH ell ;nss!hfAf4ser,mless frMniit ddfntdgfimha;l e+; . LBlvd. • EW c}ceifa!�k;rfPaiiaiird!d.i6iittuPnlyxEfy'xfsliskSihtlgldiB;Otii;et64?i1455S!shafricfr:defrEfildiy.Aam}ilalu±l!sasaemdit�ttieTHt. foaPierce, FL 34946 (apysigM:�2016A-1Roof Trusses -Anfhoayi.lomboIII, P1 Repodarflon at this dotament, in any form, is Flabibid Mlhout'lht w1ifloo purnisiion Item A-1 loaf Trusses - Anthony 1. Tube IIIP1 Job Truss Truss Type Qty Ply WCAS6511 DBX V8A Valley I 1 1 A0260946 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.crom Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:24 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-v5nouKDgi25?fTdsJstpoT?Ki8pA4WUVTy?RzVzUoYP 448-0 1 9-4-0 4-C-u 4x4 = 4.00 rl2 ` 2 T , I STV a 0 2x4 I 0-4712 1.5x4 11 2x4 9-4-0— 0- -12 9-3-4 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 27 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 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 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 = 144/9-2-8 (min. 0-1-8) 3 = 144/9-2-8 (min. 0-1-8) 4 = 382/9-2-8 (min. 0-1-8) Max Horz 1 = 48(LC 12) Max Uplift 1 = -119(LC 8) 3 = -125(LC 13) 4 = 219(LC 8) Max Grav 1 = 148(LC 23) 3 = 148(LC 24) 4 = 382(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-4=-271/391 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18;,MWFRS (envelope) gable end zone 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 fora 10.0.,psf bottom chord live load, nonconcurrent with any other live loads. * This truss has been designed for a live load of .Opsf on the bottom chord in -all areas where a ;tangle 3-6-0 tall by 2-0-0 wide will fit between the ttom chord and any other members. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 119 lb uplift at it 1, 125 lb uplift at joint 3 and 219 lb uplift at joint 4. .OAD CASE(S) Standard O;nt�i�P.i9ufil:9rillf Inhti 7!t'i? rg7nIpSSESrSEIS`J'„, SFAfIi! 7:lMi E fOp0lfGMf f@3fUM �lUEI" ACgi7111[PEY:ii7'tt+a. rNtfi t?:�gaistaNHi tt! fH! tills 4itii{ Ttl{s Iksiit R'Ixie,.F rlDOifldhL' ie;ix!i T.tiait L',P1.Ie`.Htt(e Shtl11littt W..l`R119'St!'/i{! 41Ehr W ise Ti0,11iy 6lflat!res{%l ihtlssh:lieesedtHii;T67hlt4Cii lsei�u CacinrtiheN(s. Sylrii!yFiiieNl<.tte sed�ai R"34e lsessess•,ttitluti4h r'dns:xaserysluxT ltsilxvxlfihl!h Elsiradtb?wih irns dyuelw°selCPtdr,lda ltsl, isedesfitnosy saz ic99vg �€iett se"?'itr Anthony T. Tombo 11T, P.E. .kifl Ais Tlm hi srkl hta saiwl.sfydfil cww'h/ ortes VT. Tllgatn4'6Fz rg ul.', xnhe llelretly p{,tkl iK �dm Inn rnlfni 1A 01111.1.ik%p91il �'Sa18tn't9rfit(rgrAdl rrsis,u+!s:�6sa81isp,ihirt;x:k",Aist¢d1Heg sVdl ClMltlpt+si4il'(d 3 ' 8008nereiKivgPssi¢vtaifFeh9;hCrIlex!lsstltdel5tTCCteStE9inctesulp;:S.ands.ix.Leyft�)ulNSttfMHs2:aa(T,Si iS:ckdMineld54tAHtldHelltlheyvce�tlpeiiuse.l)File!m!{YnresyatnS'G"..fiC'dEAi;59fiLlTSF?SGi11MH,'IiflftS�3lrtpikllf$!i!9lSStildiiYH:Q t1{ 4451 St. 008Blvd. tRenist letnedsyt(uhxltiiell poc is.lCsy t=it?tlls k!d!tt_ tSt foss besiplrt:xsl is 457 6t ItAlni Getiper,l! trns Sntea EaieHd9ry hilly. l9 eialtited h;a/al uleUtt it 7FN. Fort Pierce, FL 34946 (opytigbl ti 2016 A-1 Roof Tresses -Anthony 1. Tomb III, P,t. Repidustlon of document, any form, is plohihlPoE Wilhoolthe w1itien permission Item A -I Roo] Musses • Anilmnyt. Tombn Ili, P.f. Job Truss Truss Type Qty Ply A0260947 WrAS651 fDBX V813 Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com c a 0 4-7-8 4.00 12 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:25 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-NH LA5gESUM DsHdC3saO2LhXVXx9Spzleicl_WxzUoYO 4x4 = 2x4 % 1 1.5x4 II 4-7-8 2x4 v .0 0 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 0.24 BC 0.14 WB 0.12 Matrix-S DEFL. in (loc) I/deft Vert(LL) n/a - n/a Vert(CT) n/a - n/a Horz(CT) 0.00 3 n/a L/d 999 999 n/a PLATES GRIP MT20 244/190 Weight: 27 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 5) - This truss haE been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 rectangle 3-6-0 ta'I by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 6) Provide mechanical connection (by others) of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 117 lb uplift at purlins. joint 1, 123 lb upli t at joint 3 and 217 lb uplift at joint 4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection, in Standard accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 143/9-1-8 (min. 0-1-8) 3 = 143/9-1-8 (min. 0-1-8) 4 = 378/9-1-8 (min. 0-1-8) Max Horz 1 = -48(LC 13) Max Uplift 1 =-117(LC 8) 3 =-123(LC 13) 4 =-217(LC 8) Max Grav 1 = 147(LC 23) 3 = 147(LC 24) 4 = 378(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-269/388 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=25ft; Cat. 11; Exp C; Encl., GCpi=0.18;, MWFRS (envelope) gable end zone 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 nonconcurrent with any other live loads. vwn p-Kna iu£ } poo tit'A 1COF TIUSsls rsu:if, etilul Taws arude lst2,1psvA,s u! ud wet it Misrnss Ge:lp 4ewieg; OOie l 4Rxl l.Gafo n Pi.IdueweS slh6re a e.:des w„.i,e iMrdin etT D, p y llTuetrsaeese lltles sM!Ile.udtsr?alG nke sEit. Aselrsss!`esiwlalaserpi.in!:sria�:aul,be sestes¢yP7rape;essmn:ulleeed eF�Hs ie�Aenilus�avxi:Nhs dssipdtis sistle Tre;slyuhlee:±TE'4 Sete, eeealll I.IL•luyc ess ns;lp£at;R Scs;sc'a'_'Ar Anthony T. Tombo III, P.E. eel'fts Trmltrs¢yW1'9a;kR.a1,A11an, op.lsttw*nCw;:nw,hheUelf,alit 114 it RCsd&Wp6r.;isdsmflkl.' sisln7dulhsigu al Ge6ale.11las!n sdtrAntleT:?u25tps.:.tnnlres'assatl<Cs1rf(axr>teuSE:ts lduu1ii�ryiWrlirTfi exdSllA urruvevelStr Geed s.itew. Rttltr!rass titr!a;yw+4d_'trtell�indf5ehcss:us:pu,nss Ces+lS CMieeu aNTrnsWudefru,mless 8 4451 St.L03e Blvd. eRe�iar�lge(eenrlree� onrygyelTaue: et:l.eeurssMitt Eti :i,w.fielllugQny 01rzsSTstnEsg'nedest5seti.}Fort Pierce, FL34946 (eppightC2016A-1Rootprusses-AnthonyT.lcmbeIII, P.E. Reptodurfion of this dounittrit. in any form, is piobibited with pol the wition permission Item A-1 Roof Tiosses - Anthony T. Tomho 111, U, Job Truss Truss Type City Ply WCAS6511 DBX V12 Valley 4 1 A0260942 Job Reference (optional) d Hi muui i tussus, rul a rte uu, rL r+ayo, Ue51911(eLd I e{115S.GOn1 6-0-0 4.00 12 3x4 mun: m izu s Nov -ic zu i i rnnC tl.-izu s Nov lZ zul t MI i eK InaUtilnes, Inc. Mon Apr Z I u:Z1:ZbZu1a1 4x6 = 2 4 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 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 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 = 196/11-10-8 (min. 0-1-8) 3 = 196/11-10-8 (min. 0-1-8) 4 = 519/11-10-8 (min. 0-1-8) Max Horz 1 = 66(LC 12) Max Uplift 1 = -161(LC 8) 3 = -169(LC 13) 4 = -298(LC 8) Max Grav 1 = 201(LC 19) 3 = 201(LC 20) 4 = 519(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-367/493 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and.C-C Exterior(2) zone; .cantilever left and right exposed ;C-C for members and forces; & MWFRS for reactions shown; :Lumber DOL=1.25 plate grip DOL=125 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live.load noncorfcurrent with any other live.loads. . This truss has been designed for a live load of .Opsf on the bottom chord in all areas where a -tangle 3-6-0 tall by 2-M wide will fit between the ttom chord and any other members. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 161 lb uplift at nt 1, 169 lb uplift at joint 3 and 298 lb uplift at joint 4. CASE(S) 6 3x4 PLATES GRIP MT20 244/190 Weight: 36 lb FT = 10% I ri/14"IP•�i10it1Saatslj (InlM Rt �l l6Gf TIDSS151'Srti!i?. GibEllf IrUSS iaDIID!f15pS teiiGY"tU'E1�R:CYpr7E[DE.af°.Sl'sea Ttrdrliialmeaeen ai real eetts ee oil me. DaBsto!at!.rse ste'tdaMTDD, volt 6litet'sanlxrlVfts still leaMfir?S; IGDhktdi4lsotrtss Delp rejaeerpe.SperiaTreFawlIke ieda3syT Dttg!estssmetgtaeaev pttnsisca;to{istw�gnstassa:'Jrhr Giisl{td53 tideTmss d:tidedto&1DGrzlr, ardx ltSl, fklestye essvxl'ttcs,!a{nj oaates.!e!k!in Anthony T. To®bo III, P.E. et{e!eFtais 7wsslarartwitalishmytasiF!uletru Grtsa,htDr'wi sseduiai rgtuntbel{res..a,44t!e eGdtet gt,ele Rtesdtle lnellul{ugtr4msi%A, lbs �rwnl �'telDD eel ees GdtnetlRt Tnst; uc4at!iil. slueyi,msalt!iaalkuiy sleG Se Pe;ugasi'tit:Td # 80083 ' Ifetitl{ul Gesi}aue>ifietrMsi.lOaT sidMhAeT:?t�Ytltrm^.inu/g=fe'rett oi2ft+?Ecy rcvt>;euSttti Sdusem(KiiJrtS!'d4T:rIWSIG ut r�'uetttl'xleecAreiicie. Tt4S l!'.mstie!t;rwulLStt sai 4uesd5e LtvAagas,Axs NsgaSegaeermt,rntllttrlsGeu,t�est 4451 St. Lucie Blvd. eRweE.t d3rutlrekihr,I sQeel gait lighr,", fetus it+eM1d:TltLns Picip Ey:us!ix�7S tetliiLitr Piiiptt.f:i!MSS;sIem Ere'x!ccSmkea&q. Ltgihli.J isrss ct et tdaelrtT%1. Fort Pierce, FL 34946 (opyrighfw2010A.1Reolirosses-Arlbonyf.TomheIll,P.E, lepiediti(lion of this eforveliel, in env farm, is Plabibited wilhoul the wfiffen ptimissioa from A-1 Roof hosses - Anthony T. Tomb I Job Truss Truss Type Qty Ply A0260943 WCAS651 cDBX V16 Valley 3 1 ' Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:26 20m Page 1 I D: W?quLcr?Re?LfzLe98RjH4yHM91-rUvYJOE4EfLjvnnFQHvHtu4dExUiYPpowGUX2OzUoYN 6-M 8-0-0 10-0-0 16-0-0 6-0-0 2 0-0 2 0 0 6-0-0 4x4 = 4.00 F12 3 1.5x4 11 1.5x4 11 2 4 Tl 1 u1r1-------------- i /J .—" 1 •l , ' I i 0 0 0 3x4 8 y 6 0 3x4 c 1.5x4 11 1.5x4 11 1.5x4 11 0- 12 6-0-0 -0-0 10-0-0 16-0-0 0- -12 5-11-4 2-0-0 2-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 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 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 53 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at WEBS 2x4 SP No.3 joint(s) 7 except at=lb)1=123, 5=133, 8=410, 6=410. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc LOAD CASE(S) pudins. Standard 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. All bearings 15-10-8. (lb) - Max Horz 1= 91(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-123(LC 8), 5=-133(LC 9), 8=-41 O(LC 8), 6=-410(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=475(LC 1), 6=475(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-349/500, 4-6=-349/500 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. Nne�•Feosesiss!sDslr t1c1!r Me'A rCOF?1USSESrS�t;r},D!9EI.Xlr:WS t rCXDmCRS;DiiCN "IV!E1" dCXa7#L[PssEaTfra. 1e,tN ltfl�ysaxe!us eat real vtles x M!s?nss lksin [perep,+ipDf al ti! X[!ex7 i. f[a!o IG.P:.14tteam Sde!I hln[ as!. Caketaw•is! ss!trlmlkTCD,aIr Aldt'"arot hales SNIT iwlfirts IV III, wit rsa tss tan r owlis. Sr(d.1.1 imNt Mesta. aajruNr;esm!s-1t 415e Fremsitig M7Iuf4msfut;5` 1&Ibsip Am!tnyla5,mal±rimteaNU) aelr, WeIFI.1. Rresya nsnr051"Inoe::5ess::rr+Mir Anthony T. TOmb01[I, P.E, .�nesrlvs lr+ss in ar to?&arsrtsraws 4'afrse Cxxse,raa OFiei sae!Serseiraeal artb!XrAy x::,�!,•,hha ssesred!OGBelriwdkalrsal la!f>[)rtde ow11741, Tse gparal4!TSael ery?e!t eX`:fteimbuuc,xg4tatllnl, nnrye.e;vc.l!!iata!d bnnD slap>sw;esrassnil:tl a! 80083 ha tadruj Dfsiy�e, or fteeotar. SDeatn se?sda!3e1CC aeEtk!p[ezesnr leit+!assdtF!tc!fcXCaysuad SafAelarttztmE3:SGlait�skdl�;ii eaiSl(Xme,elernalf>u lue:dldlane.?III4451 St. Lucie Blvd, .11-4t/dexdly.5fti gr!d Ra u.s_i�ky e;i rafin isralrsr.i&t,[srpnlga Ee¢sm is t6;si!rn'Uier D!sig!ca:rsnsSntem rrueu�IIsl urieilCeS. L�urihfini lz;ase![s dehnal iaTPt 1. Fort Pierce, FL 34946 (opyrigb102016A-1Roof lrosses-Ao76onyLlombeIII, R.E, Repiodurfi000fibis dcrostct.inoaf lmm,ispsobibiiedw boullhs!rivenpermissioolremA-IRoofTrusses-AnsboXyLTombo111,p.1, Job Truss Truss Type Qty Ply WCAS6511DBX WG01 FLAT GIRDER 1 3 A0260948 Job Reference (optional).,, A I Koor trusses, ror rierce, rL _wu4b, aeslgn(airruss.com 5x1 2-11-13 22 23 24 3x10 11 7x14 MT20HS= 7x14 6-1-7 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:27 2018'+Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-JgTwWMFi?zTa)(xMR_?QWQ6dhaLfeHknc9wE5agzUoYM 4 12-1-1 15-0-15 1 18-2-8 2x4 11 25 26 11 27 28 10 29 30 4x8 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) ' I/deft Ud TOLL 20.0 Plate Grip DOL 1.00 TIC 0.85 Vert(LL) 0.39 11 >543 360 TCDL 15.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.60 11 >349 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x6 SP 240OF 2.0E *Except* T2: 2x6 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* Wl: 2x8 SP No.2 W2: 2x4 SP 240OF 2.0E W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-7 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 14 = 805310-7-4 (min. 0-2-4) 8 = 9397/0-7-4 (min. 0-2-10) Max Uplift 14 = -3214(LC 4) 8 = -3623(LC 4) Max Grav 14 = 8053(LC 1) 8 = 9397(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-7633/3088, 1-15=-16517/6262, 2-15=-16517/6262,2-16=-16517/6262, 3-16=-16517/6262,3-17=-33875/12742, 4-17=-33875/12742, 4-18=-33875/12742, 5-18=-33875/12742, 5-19=-18339/6718, 6-19=-18339/6718, 6-20=-18339/6718, 20-21=-18339/6718, 7-21=-18339/6718, 7-8=-8560/3310 BOT CHORD 14-22=-477/1316, 13-22=-477/1315, 13-23=11448/29721, 23-24=-11448129721, 12-24=-11448/29721, 12-25=-11448/29721, 25-26=-11448/29721, 11-26=-11448/29721, 11-27=-11135/30171, 27-28=-11135/30171, 10-28=-11135/30171, 10-29=-11135/30171, 29-30=-11135/30171, 9-30=-11135/30171, 9-31=-630/1683,31-32=-630/1683, 8-32=-630/1683 Continued on • BOT CHORD 14-22=-477/1315, 13-22=-477/1315, 13-23=-11448/29721, 23-24=-11448/29721, 12-24=-11448/29721, 1225=-11448/29721, 25-26=-11448/29721, 11-26=-11448/29721, 11-27=-11135/30171, 27-28=-11135/30171, 10-28=-11135/30171, 10-29=-11135/30171, 29-30=-11135/30171, 9-30=-11135130171, 9-31=-630/1683, 31-32=-630/1683, 8-32=-630/1683 1-13=-6274/16487, 2-13=-876/198, 3113=-14210/5581, 3-11 =-1 393/4470, 4-11=-2835/1015,5-11=-1730/3986, 5 1 9=-12733/4753, 6-9=-2669/922, 71 9=-6603/18063 1) 3-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 cc, 2x6 - 2 rows staggered at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; hi 25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber D;OL=1.25 plate grip DOL=1.25 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 2x4 II 31 32 10x14 MT20HS-- Dead Load Defl. = 3/8 in PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 357 Ib FT = 10% 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 14=3214, 8=3623. 9) Load case(s) 2, 14 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 469 lb down and 449 lb up at 0-3-10, 182 lb down and 209 lb up at 1-0-0, 176 lb down and 243 Ito up at 3-0-0, 257 Ib down and 205 lb up at 5-0-0, 2891 lb down and 1655 lb up at 6-2-13, 1557 lb down and 804 lb up at 8-2-0, 1557 lb down and 794 lb up at 10-2-0, 1557 lb down and 783 lb up at 12-2-0, 1559 lb down and 770 lb up at 14-2-0, 1621 lb down and 812 lb up at 16-2-0 , and 182 Ib down and 209 lb up at 17-2-8, and 321 lb down and 281 lb up at 17-10-14 on top chord, and 269 lb down and 165 lb up at 3-0-0, 137 Ib down and 105 lb up at 5-0-0, 137 lb down and 105 lb up at 7-0-0, 137 lb down and 105 lb up at 9-0-0,,137 lb down and 105 lb up at 11-0-0, 137 lb down and 105 lb up at 13-0-0, and 137 lb down and 105 lb up at 15-0-0, and 137 lb down and 105 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=1.00 , Plate Increase=1.00 Uniform Loads (pig Vert: 1-7=-210, 8-14=-20 Concentrated Loads (lb) Vert: 1=-469 7=-219 13=-213(B) 2=-176(B) 3=-2891 11 =-1 37(B) 5=-1 557 9=-137(B)15=-182 16=-257(B) 17=-1557 18=-1557 19=-1559 20=-1621 21=-182 24=-137(B) 25=137(B) 28=-137(B) 29=-137(B) 32=-137(B) Bedeg �HeeaticnyHTse!iey Ik'A-I la0i f1aSS6j'3EtlEl'y 6t89lC TEENS d (akt1NDAS [aS10M1 EERH � AIXMDATEDadEMi fxea rerty dedp Imnders M reededes mtgslnss DnpDiaviy (ff>4; uti IEt AatluTT.lazes 01, r.Lldeene }se!fsare ess. arless alhnise ddd eatleTDD,aery IAATeYtucemrr:vhs shdi Ee ne1Lr BZTDDhseeolll.Astrims Deslpf.VRsr(ie,SxasdE figntr;.the Rol ;I v TDD nFreseristormpme d the pdassludeyse;ne resptslllltlt6;Ite IeslplefIk sa>Efeimstepintl ra de1DD uly, radaTtFl.7EettspnsmNne!,hrdagaednnl, saddlitr sS ose dmis Imsst, ry Mimi is fte rnpudAAT dtk a*vnde a*ui s,4 rad epd a ft, Wlliq bill. "mtktullst d P.d <K,1et IIT stride htd W'4.3 We .1 KI. le ttund d he <DD and nT litu ne It6,Tms, lade6tiWrc; sh!ye, irshllefin and Frtrieg ADI-he eeFatiederd HeL;i:(ehs:r,er!Eeamr. Al1NIsse!sa:z1teTOO rtl In rrd¢es®d rd!h.n tfds Iddiy I.?oRid Wert h mtau,W, pNlsee!4tN aSIa mdmxedda pa"a1 pAme TPFS huasieresp' 41ru adtentsdItIms Deriper,Tms Or sip uptenmd rnss Ymhm!ur.!tss t'ks!du Imidlro(l4;edsped qu It atifiy IT di codas Itedred. Taernss asia Eyiuer Is NOT b IaiAag ae;:gta,rr T.-Sysla. raEi- dmr 6at4 NI rq'daedk:as Irem IdeN hR(I. (opyrighl02016AA Roof Trusses- AnlRonyLTomlin 111,P.E. ReprodedionofthisdommerA,inonyform,isprohibitedwhicorthewrittenpermissionfromAARoofTrusses-AnthonyLTomb111,P,E. Anthony T. Tombo III, P.E. s 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0260948 WCAS651YDBX WG01 FLAT GIRDER 1 3(optional) Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.00 , Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-230, 8-14=-20 Concentrated Loads (lb) Vert: 1=406 7=-187 13=-187(B) 2=-155(B) 3=-2570 11=120(B) 5=-1383 9=-1 20(B) 15=-1 58 16=-227(B) 17=-1383 18=-1383 19=-1434 20=-1437 21=-158 24=-120(13) 25=-120(B) 28=120(B) 29=-120(B) 32=120(B) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-7=-210, 8-14=-20 Concentrated Loads (lb) Vert: 1=-219 7=-90 13=-111(B) 2=-92(B) 3=-1607 11 =-69(B) 5=-862 9=-69(B) 15=-83 16=-138(B) 17=-862 18=-862 19=-928 20=-885 21=-83 24=-69(B) 25=-69(B) 28=-69(B) 29=-69(B) 32=-69(B) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:27 2018 Page 2 1 I D:W?quLer?Re?LfzLe98RjH4yHM91-JgTwW MFi?zTaXxMR_?QWQ6dhaLfeHkrx9wE5agzUoYM W,!Oq Nn:e hutrydr rssLw Ih'Al ROOF nusssrSIRRI 6,1011 THA8 MOON[US1 tdJTekuntam pshtsldl'r. tudhrhe TDDI,it KAs.Ttns Deslpt Etplrx!t{Le,Sptfnllp Lp Ai ed tst d 6is NO, tq 1.1141Ishenspvnhilihdfie hur, tOaeistAi,! dq-dubs c I i •In• dil di INli:fm Dei.nditfirM.. d.. sacs seltdathlDO tal lu rm as®d 1. s tN d S't ! � i i nd eT ss Eutp imils s!ltMulditdl a6artdt edt tLmh 1 d to tsl ni lh n [ 7 F Sr R 1 1 q etaelen oil reed tales n 1lislins Oesp Drevi,+y lifw} ers Itt ddtw77. renla DI, r.E.rdneae SIesIMS!e ese. Udess dlenise sldei ec 8e7DP,tm'p pd wdnSttiprtgtnllllndh Ltletp:tsl ht Sn F Tnt dpadwfit TDD 011p,00etrMI. TRt fn.po nnnpmts Itdeptndnns, s114lip Ltd Wiq"It .1MI. 1, gpinddhe TODttlnrN11tstdL!Tm,LdtdittW54s!tsge. Lfilldnt n k-; sadNto w1moV.tra ud SRCA rttreinemt rn prnenl riJidn2 TF41 dt5ra;a!t tspt :: ms tu6Ktsdtiturta Dtsiper,TlnsOes!psFediatttsnU Tn spaultdelts taiest � a Ubq. dl [q0-adhms ue m ddaN la4t I. (opyTighi02016A-IReof susses-AnthonylLIDA0111,P.E. Reprodudionofthisdommeni,inaairfam,isprobihiiedwitheutthewtidenpetmissionfrom AARooffrosses-klhonyUomboIII, P.E. Anthony T. Tombo III, P.E. a 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply WCAS6511DBX WG02 FLAT GIRDER 1 A0260949 _AS v Job Reference (optional) Al hoot I russes, tort Pierce, tL 34946, design(�altruss.com 5.10 A 12x4 11 I I 3x8 5x14 = 3x10 11 W5 Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:28 2018' ID: W?quLcr?Re?LfzLe98RjH4yHM91-nsl JjiGKmHbR84xdrymyJ9rU13709n50aze6i 9-1-0 12-M 15-2-8 2-11-0 2-11-0 3-2-8 2x4 11 20 21 I 10 22 23 9 3x8 = 24 25 8 26 27 2x4 11 2x4 II Dead Load Defl. = 3/16 in 7x10 = 3-2-12 6-2-0 9-1-0 12-0-0 15-2-8 3-2-12 2-11-4 2-11-0 2-11-0 3-2-8 Plate Offsets (X,Y)— [7:0-5-0,0-4-4],[9:0-3-8,0-1-8],[11:0-5-12,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) 0.24 9-10 >737 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.65 Vert(CT) -0.36 9-10 >487 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Weight: 289 Ib FT = 10% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except` W1: 2x8 SP No.2, W2,W7: 2x4 SP M 30 W& 2x6 SP No.2, W6: 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 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 6310/0-7-4 (min. 0-1-12) 7 = 8606/0-7-4 (min.0-2-6) Max Uplift 12 = -2597(LC 4) 7 = -3477(LC 4) Max Grav 12 = 6310(LC 1) 7 = 8606(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-5865/2477, 1-13=-12581/4924, 2-13=-12581/4924, 2-14=-12581/4924, 3-14=-12581 /4924, 3-15=-22261 /8772, 4-15=-22261/8772, 4-16=-22261/8772, 5-16=-22261/8772,5-17=-1777/700, 17-18=-1777/700,6-18=-1777/700, 6-7=-1935/922 BOT CHORD 12-19=-40211119, 11-19=-402/1119, 11-20=-8772/22261, 20-21 =-8772/2226 1, 10-21=-8772/22261, 10-22=-8772/22261, 22-23=-8772/22261,9-23=-8772/22261, 9-24=-6246/16246, 24-25=-6246/16246, 8-25=-6246/16246, 8-26=-6246/16246, 26-27=-6246/16246, 7-27=-6246/16246 WEBS 1 -11 =-4879/12370, 2-11=-737/153, 3-11 =1 0441 /4151, 3-10=-233/1107, 4-9=-2051 /712, 5-9=-2727/6494, 5-8=-30/531, 5-7=-15631/5991 -11=-4879/12370, 2-11=-737/153, -11=-10441 /4151, 3-10=-233/1107, -9=-2051/712, 5-9=-2727/6494, -8=-30/531,5-7=-15631/5991 3-ply truss to be connected together with 1 Od 131"x3") nails as follows: p chords connected as follows: 2x8 - 2 rows !ggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 ottom chords connected as follows: 2x6 - 2 rows taggered at 0-9-0 oc. Vebs connected as follows: 2x4 - 1 row at 0-9-0 oc, x6 - 2 rows staggered at 0-9-0 oc. ) All loads are considered equally applied to all plies, xcept if noted as front (F) or back (B) face in the CAD CASE(S) section. Ply to ply connections have een provided to distribute only loads noted as (F) or 3), unless otherwise indicated. ) Wind: ASCE 7-10; Vult=170mph (3-second gust) 'asd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; =25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS :nvelope); cantilever left and right exposed; Lumber IOL=1.25 plate grip DOL=1.25 ) Provide adequate drainage to prevent water onding. ) This truss has been designed for a 10.0 psf bottom hord live load nonconcurrent with any other, live . This truss has been designed for a live load of .Opsf on the bottom chord in all areas where a :tangle 3-6-0 tall by 2-0-0 wide will fit between the ttom chord and any other members. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at nt(s) except (jt=lb) 12=2597, 7=3477. Load case(s) 2, 14 has/have been modified. ilding designer must review loads to verify that they correct for the intended use of this truss. This truss has been designed for a moving ncentrated load of 200.01b live located at all mid nels and at all panel points along the Bottom Chord, nconcurrent with any other live loads. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 469 Ib down and 449 lb up at 0-3-10, 182 lb down and 209 Ib up at 1-0-0, 176 lb down and 243 lb up at 3-0-0, 257 lb down and 205 lb up at 5-0-0, 2261 lb down and 1327 lb up at 6-2-0, 1211 lb down and 637 lb up at 8-2-0, 1211 lb down and 625 lb up at 10-2-0, 1211 lb down and 610 lb up at 12-2-0, 2240 lb down and 1064 lb up at 13-2-13, and 182 lb down and 209 lb up at 14-2-8, and 218 lb down and 279 lb up at 14-10-14 on top chord, and 622 lb down and 464 lb up at 5-0-0, 375 lb down and 198 lb up at 7-0-0, 375 lb down and 210 lb up at 9-0-0, and 375 lb down and 210 lb up at 11-0-0, and 375 Ib down and 210 Ib up at 13-0-0 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=1.00 , Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-210, 7-12=-20 Concentrated Loads (lb) Vert: 1=469 6=-218 2=176(F) 3=-2261 9=-329(F) 5=-1211 13=-182 14=-257(F)15=-1211 16=-1211 17=-2240 18=-182 21=-622(F)22=-329(F) 25=-329(F)26=-329(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-230, 7-12=-20 Concentrated Loads (lb) Vert: 1=-406 6=-186 2=-155(F) 3=-2009 9=-291(F) 5=-1075 13=-158 14=-227(F)15=-1075 16=-1075 17=-1986 18=-158 21=-550(F) 22=-291(F) 25=291(F) 26=-291(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-6=-210, 7-12=-20 Concentrated Loads (lb) Vert: 1=-219 6=-90 2=-92(F) 3=-1255 9=-175(F) 5=-669 13=-83 14=-138(F) 15=-669 16=-669 17=-1222 18=-83 21=-335(F)22=-175(F) 25=-175(F) 26=-175(F) %'uuq rlKsetlmorHrre!iertte'A 1130' TIMES rslufn Mail Tim A(WHIC1S 0S10xi9[Q'j A(IXCWHNMiNi Im!. terAg hsigf rasatlen nlrec7fNas oeltis Less DKip Urr.iy lrf4 fd tEs Anlu;r. Twhilf, r.LManue Sim? be$rene. UsI!af .ise sisfelf¢tleTUD,caj IOhkafrethq!Fev5b{:±Kedfertt±TJD1aH!e!iL AselrKs Oahe Egirxfr{Le,Sgenflq 6pu!r),A:if!fevgIDD ngresefisfeemTtaxe foilgrfi.�ssU!clegbf•.rlfg,eyesslillnrhnle lKiga ed rh sie,leTnssfylndf!nemDodr,wulPFl. TegKigaassfoprues.Isfeofmstimfs,sfDanry Anthony T. Tornbolll, P.E. adssetiis rnss4r.,y101isg is iieresgnsillmgff&O.ee@e O-s 01ctag"Iu It, 1,11hi 0nil.,, afMmdiv lK,4!IN(ad8e hsdlmiNq,alfal MI.➢egtmldfitIOD ealef.Wkse ffh!Tnss,mditiq kxd!vg,sts,rybhshlffBn od Gfrq sNil!ME!re!gcai �Drff x80083 ' OsMYagDesgae�erAeaufeO�.lD!rehssflulhthlWefilAsNr�insra7�iL6e!sf!llsdnlq(ocresenSderyia`e�esnu;aSfpNhW6yT71un11NgmseI.sult,gam!plus_ie!dee rnslf•ayraSU�nesW&WetelmssDmipfflmssDa!P(,pe•Kwarnss=11,112er:a:as 4451St.Lucie Blvd. FI;KrISl Ndilf(Np06vrN lgieE�eHf it xei6q NrdlgwliK IKELlI.TIGTreK DfSlge Ee]1lff Is NOT CG 1aHhg OfSigAa,f(Tn!Slgs+!i Equ!er efmr SfDY!y.tlsq t'un!iter©s weas deF.eN!eTril' Fort Pierce, FL 34946 Copyright 02016A-ItoofTrosses- Anthony T.Tombis III, P.T.&eproduoiondibisdotumntt,inanyform,isptobibitedwithout0iwiitteopermission homA-IAooTTiosses-Anthony LTomboIII, P.L Job Truss Truss Type Qty Ply WQAS651YDBX WG03 FLAT GIRDER 1 2A0260950 Job Reference(optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Apr 2 10:21:28 2018 Page 1 ID: W?quLcr?Re?LfzLe98RjH4yHM91-nsl JjiGKmHbR84xdYiymyJ9141DOOLH50aze6GzUoYL 1 5 j 22x4 II x i= T1 W1 W1 rz W2 i ' 61 6 2x4 3x6 = LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017ITP12014 CS1. TC 0.16 BC 0.06 WB 0.00 Matrix -MP DEFL. in (loc) I/defi L/d Vert(LL) -0.00 3-4 >999 360 Vert(CT) -0.00 3-4 >999 240 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 27 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 5) Concentrated IQads from layout in BOT CHORD 2x4 SP No.2 *Except' are not present Load Case(s): #101 1st Moving Load; 4201 2nd WEBS 2x6 SP No.2 Moving Load; #301 3rd Moving Load. W2: 2x4 SP No.3 6) This truss has been designed for a 10.0 psf bottom BRACING- chord live load no concurrent with any other live TOP CHORD loads. 4 Structural wood sheathing directly applied or 2-0 oc 7) * Ttruss ha been designed for alive load of his pT except end verticals. 20.Opsf on the bottom chord in all areas where a ROOT CHORD rectangle 3-6-0 tail by 2-0-0 wide will fit between the Rigid ceiling directly applied or 10-0-0 oc bracing. bottom chord and zany other members. REACTIONS. (lb/size) 8) Refer to girder(s) for truss to truss connections. 9) Provide mecha' icaI connection (by others) of truss 4 = 314/Mechanical 3 = 232/0-5-0 (min. 0-1-8) to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except i0=1b) 4=109. Max Uplift 4 =-109(LC 4) 10) Load case(s) 2, 14 has/have been modified. 3 = -22(LC 4) Building designer nust review loads to verify that they Max Grav are correct for the intended use of this truss. 4 = 348(LC 16) 11) This truss has been designed for a moving 3 = 348(LC 17) concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent witli any other live loads. FORCES. ( lb) 12) Hanger(s) or other connection device(s) shall be Max. Comp./Max. Ten. -All forces 250 (lb) or less except provided sufficient to support concentrated load(s)186 when shown. TOP CHORD lb down and 206 Ib up at 0-8-0 on top chord. The 14=-298/116 design/selection of such connection device(s) is the responsibility of others. NOTES- 1) 2-ply truss to be connected together with 10d LOAD CASE(S) (0.131"x3") nails as follows: Standard Top chords connected as follows: 2x6 - 2 rows 1) Dead + Roof Live (balanced): Lumber Increase=1.00 staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Plate Increase 1.00 Bottom chords connected as follows: 2x4 - 1 row at Uniform Loads (plf) 0-9-0 oc. Vert: 1-2=-210,13-4=-20 Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Concentrated Loads (lb) 2) All loads are considered equally applied to all plies, Vert: except if noted as front (F) or back (B) face in the LOAD + 0.75 Roof Live (balanced) + 0.=1 Attic Floor: 2) Dead + 0. CASE(S) section. Ply to ply connections have been Lumber Increase=1.00, Plate Increase=1.00 cr provided to distribute only loads noted as (F) or (B), Uniform Loads (plf) unless otherwise indicated. Vert: 1-2=-230, 14=20 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Concentrated Loads (lb), Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; Vert: 5=-161 h=25ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS 14) Dead: Lumber, Increase=0.90, Plate Increase=0.90 (envelope); cantilever left:and right exposed; Lumber Plt. metal=0.90adslf) DOL=I.25 plate grip DOL=1.25 Uniform Loads, Loads, (plf) 4) Provide adequate drainage to prevent water ponding. Vert: 1- 3 Concentrated Loads (Ib) Vert:5=-86 1 Iflo,u•N44st hN:sjol fish.tt*1i WHO iSESj'SEIt!1'he:9fU11EWStf9N0T?8DSt4ilGNrlUSE1"C,ts0A1FDSAihT fel!g!r�{ rYtttr4r4 tRgft4i lt1t14t 1E1f Tritf DtSlg4Alrot6)�,DDItSSsS?t4':4M!i.liab0',P..1<.re4c Saal Stbr4 ass. D4'tss 4:Stt rst sh!e{t4R4TDD, nI! NiTW"Idu gl4ltsst4'1herif4fghir�hhWsL AS tlgns Desie hjuter{is.,igtfe`nEn atef; 141 Sal a.Y fv9 Iffc tout Flwie ht i'shgrtt ngitfer.g nsgmsif'rfir thlSvpdrh shgh Tnss ie!u^eta!Wt3 tdl, rcdn RI 1. Th dnrg4 ess4erhm w4iig tu": ug: set :Gn Anthony T. Tombo 111, P.E, !F(i1t4i INI I(fif lir @!&nikgii'Sxa n:!L4fl ht?Iit DwM!, lit DY.tN SISIEN�itd tgtsttt7!!tx`rgDeli >>, IB�t1CSFt'4'M[I(*, 6I ��a Im41uian;ItM 03111d. ibt gp4nl4!tEaT Aeil txihtldiletl ht inns;mthsgiiilli4g.sMryy ith j4!i44 tdi!ni>3 slsl 4t Ag greiifud ; 80083Lucie di Rilruj LHgigYtr Lai Geh4tlf(. Sll iiliff119i1a5tTiD 4SQ fit prSL".t11Ii�(CW'�esf irltSBP:!{Rg I4D)Ttir SSFYp llrtr#9^-Ei(BiiA 4i'NHg!TFI t[ASrit Ht rtlNl4(ltli; gSgp;LI g61dMl 110 Mass ht rE rmflrF.i.01M'SS tineROSS Pv.pfeiftSs ofsq. f1puUii 1f4SMSn1sQCtt,W:Sf 4451 St. Blvd. ' tlhg�iudrfiitil!i[xhrligredSr4ahnEiggpc:`grfiesiinkd.iltLruPtsigaES'ttttift5ietlrilliigPtvpa,4iTrif:fslgatsgptri�n!6iilGq,tslt4pa;IhdltrasausttDitthtnl. Fort Pierce, FL 34946 topyrigMVf016A-1RuuUrasses Artbunyi.lumbuIII, P.E. Bepredartivaotllisdetument,ioouptorm,isprehibitedwiltPullheseriflenpermissionfrom4.1Real busses-AulhOSYLTemba[0,P,E. JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTLOI I CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe ,Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC i 0 ti ttach Corner Jack's d (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Yat:a} Flied AeayS} nrtrf�'k3�JiAYsS3 s"4,ffllCJ6tz=p4Tfliti�f{x@IYYC�tt7Yt'6'pEY�i,:E+1�:.fEiiNA krt S�tTks�alsoss�K w3la#x�sN�s f pit Cy=p�'rsy{1U;�� r2.jse»$�E,Is�ietSksikAc nt �tlbN§rixry s:aHa.f �Tt2, �1f 9iTeissme:faljleRi 5liliE atestSit0.361et..As.T su lwa�£ca.tlsb3}wuCi te�N!,a;,tli.s.ram,.RU,aiFltssstaew�sige olfitM1'rnd esgsat'agnsssi+il::fta.ms Nxtielmeuayk re7 E?{+szlai 3sTciis,iY>S: Tt isk3?e-is2jtrcsf;,geszir>ats.ia3a!'fd, .. ssdrseHres inuisrm wtp is®� M mb:'�f�s �.an rai oae's ssbu�M �Nt�t�ie. pe:. ai�=wvanm P;.�ltswn��si�t stsadiHl. ihs b.aema Ttn�sm }��fos.dmitnuie�a *: mns*�se>da • s�it�ea=b; as��i� �: � 'Anftianyl r t t< m n t fit nK. f �aT-. �s � . � x 800&3• ftt &s9em�Wsgrgrod Caastrx tads BVd srt5#gt4,i¢§alBesMs:mtphalazrdtis t#t=rkvgeK&Sdz?tate=xtax7iffj-4?bula[�r1N and €Gm±�tenandtsrTesko�{aiaw.(#I'l esicrs;oitiiHaa4es�efaN Miisd�fis bass 0e�gny trF,zh�alagaencid€scsixmde�ianz<ss'isa ru:1$aslky.!ssLu3s}i��raemrro�LT}ci�esmsrtRd ialgeac�tsTgaeei�lf3ofw3H'ROs�6:uf�si*.a;Fnir<dte bald,.t,i�¢s.4kasno•siiteha(mti(f.4tiSLSt LtfEie : Piii 6,. FL 34946" •t;Spp3p6i �:Z016 d I Renl iicssas ,AntGoeyJ;Tac6o lli P.f::Re�!�da�icAeitk+s lomcan; in �¢rtit�ispro6ifiieE wit3ept t2e rfinen palmissiee hemki Soo;Ticsses� AeshtnyT. ieabo pl; P.f: FEBRUARY 17, 2017 ALTERNATE A-1 ROOF TRUSSES r. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 1'-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. \ DESIGNER OR THE PROJECT ENGINEER/ARCHITECT \ 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. STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FAC OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOW] NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (AS[ 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (13 X 3') NAILS SPACED G' 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' D.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STI BRACING ME' AND ARE TO VERTICAL S ON THE INTI END BRACING DETAIL ONTAL BRACE SECTION A -A) TRUSSSES r 24' O.C. STDTL03 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - lOd 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. WALL CEILING SHEATHING SCAB ALONG VERTICAL LENGTHS ARE LISTED ON PAGE 1. ALI DS SHOWN ON PAGE 1 ARE VALID FASTENED TO THE SCABS OR )S OF THE STANDARD GABLE TRUSS OR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT IIJLAYEO STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / UKAL TRUSS 3TUD AN ADEQUATE 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. JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 I CONNECTION DETAIL ii IfIIfIfAIIM;, �i THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ■� ASCE 7-98, ASCE 7-02, ASCE 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. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK REFER TO ACTUAL TRUSS DESIGN DRE ADDITIONAL PIGGYBACK TRUSS INR SPACE PURLINS ACCORDING TO SPACING ON THE TOP CHORD OF (SPACING NOT TO EXCEED 24'i TO BE LOCATED AT EACH BASE : THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. FOR MAXIMUM BASE TRUSS A PURLIN SS JOINT. WEIEf61liB Mlliif9 Qt:'P34S30f (ip'I,. 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. Anthony T Toinbo 111, P.Ei 4 30953; 4451-$t: lucre Blvd: 1760'1 erieJL 35546. JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 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 DETAIL A 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 NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES P 12 VALLEY TRUSS (TYPICAL) SEE DETAIL "A" BELOW (TYPI) ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ 11J1I0 USP WS45 (1/4" X 4.5") WOOD SCREN INTO EACH BASE TRUSS.I TRUSS CRITERIA: GABLE END, COMMON TRUSS, OR GIRDER TRUSS 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 3112 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. aut [`mssn4vIlrptt.az't-1t9AflUfii Olfl"}.6`.r4nL.JUi420h4iu4Xkit r,rdldes.#crnetnt.r�{Scalasksp!d,^sIfde�rueiktsl iastC�tesfc:ic.==esMadesC,tiDD,r�I,. 9r3ai.2fagasF hf s4FhtuE6i sip i9D lcNrt4 asiiEis{stuyttfgvei{i,Sf!iw�fylttis`;svt atssaahnilfD ie3r{uit. sna*ep tilpt ps+nsdtalYaganrirttt pa 7cyfv td>N.{sdi ks{liitnifr hi lbolai'Jpt4{n.+i':K7.IN(4u}ti9>x;cjaaj,imsnl usdaass, SiilaiiiiF Anthossir T-, Tdmbo lily P.L. mdrsadtaRastooftk..q is 5i asfr«"UN4ha d).mr,-".i Dome% orFxeriq I, 6P�ftnvasm clv. ssaraoft4w¢IeE6I&wiwk1.jaitmifi{3.flt4palIf6ef➢➢mletfisiase i'. rtt iatss.isG.dig sm&aP,ihm:t:as+,aGsac+dlrcw�rill6a r�ernfutt�iL{d � ��80083. ' "AV6,;t.is r2dtwMOx. lDiadissl uiwYreE aid He}r�.n¢3geta6a±ssd'ie iddrrry;ad}+m6 Ca4duWaf:�tay'l ifjprSSsladSflPlttars,K4ceaalxe5tetar {easazy tt.'P.I'i[�sss th ia5gses>k�l;nsdLaits stdafrnss Aes nsr.:hr?sDps� &Fate ail3re;sRrriah:7,u:3ss 4¢53,St,•luC gi©Ivt• ' '�tensea+adl:ratan;3ss agretepsc.s�SE W{cfiss drr'rrd tbe� ssL7;ssy�eao%DF sset+usi-�6eain <Fest Piercer FL: 34946. }. Al. fist dmtiaaei3hisdam mLmmcvi�rm:istt.a6.Bsleslwm7ualChertsiElenaerzssss.a£sumA•tioai.Irasscs:•Aathmat'i,Tam5aI11,P:t. FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTLOQ a GENERAL SPECIFICATIONS: 1. NAIL SIZE = Y X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. of 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL �i 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. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 To6— SECURI W/( VALLEY TRUSS —v II I II II II BASE TRUSSES (TYPICAL) II �iI 1 "r_ r ruL- rt (NO SHEATHING) N.T.S. GABLE END, COMMON TRUSS, OR GIRDER P r2 VALLEY TRUSS TRUSS (TYPICAL) SEE DETAIL "A" BELOW (TYP.) I ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4" X 3") WOOD SCREWS INTO EACH BASE TRUSS. 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 6112 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. .. YeDe}:Plrosit3st�ins._!k'7dC5f11;•if3j'A'�J�.bfRiS:ifMY4di4k113XatvS:OY(CaE!'�xlW,x;fgexiSPfxrtr^j'Rz'gjuane'�rcd�rr}iu�swtt•�[msceiryeRxc(953adfisiglmyl is�i�,R.fRe.,ms+,�,,°RAai€s �InP>5�:iei�tn�7E0.�r . W.Di seHeA�.ylrt5s s4llkrs^t:�r fiylearvN �d, tsrf+%scksnpiq�urr(il,S6iP;gsrnrtiir�n mylLFiyr}i?:ees u:s,syEiath!Na pa�tYm9?sespxhibrsrirdysa!"rllrirp:,dsyaDda tMSarr,xlciH1.`Tss diiyPissrcytssYaeit�itpislfy. r i, ,'� - DdiYlP itrrss' Dsyir sjlsYr!tsla+s$1rvriTiO:ng,uao+a�swP;rrcesupmamacac�ts:> sn;:~,u,fra,a�iwlr;,s a(rctr,� �.rl f�dracsru.tbsa>je„� m,Tda.a�yw ir, Dfinerrm: lk�ei�snany,ige; sm s„rdhaze,sc wdarnpr, �s�ar. Ant:iasaf.T. 8009-w.lII�. P.E. arfkd�;br, uraL (mbrsfc ttDa2ssoa�®1s;kSrtttb ruy_Kad AbLas dfa�it (r w45 . ffir¢l w abi tl5 1f7aa'SL;1etr"Stta:KIDr st:fiiFSans�t. s arced b_itxsActtassk Iriis�s v-ssi!.zss)kD> aerstdst '� 8hide DRern (�+.d57RsDPar!igwlvpsa�+src^ayF P�Ps�'frtas:srd An lr�y36ugRsgrserwt:(�M"ir9Cezp+r,gTtass3m�f,�rvadmfAz72�,. Uq?.:kreikinureD!P`etuRlL -4451 St hide Blvd.: b Fort F arcs; FC. 34446 _ (cpy�igdiD�i0lfiA-TRaatiiessas Amkosyidembo111,P.E. pPpsbitlnfD&41ikiSFU(UOPDf.11dWplDiiq;ifpfbklbUtLY,lb:vlsFet<rraeepncasstm?ramA�Itcc:Lbsses;ADtkotyT TawinRl,P:i:• '- JULY 17, 2017 11`u%j`'1-1-' Vf- LLL 1 %JL.1 LJL- 1 r,11_ STDTL07 (HIGH WIND VELOCITY) 1 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772 409-1010 ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT. 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 CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE 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. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING. CLIP MAY BE 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) Asfdgfr9fmo*etrt �'lIt1Q[TGdSSt41'FlirtA F;6Ar1A[fittt36(UN ItiG' ['�'e YY{yiA titP:%:1: f9t'i¢,u Srite d.z;aaoau iwlmtaSn:aPo•fT;astbts+pRvtm9,ibDl Orr 7Am T.isaat R Il tdaefse$Wbitt.ut. Wm 6;0i*t S1Mpta1D0'4l[ if1iN(unetm p'tzi 93 fkfni!dixd,I9DmkrLd, iS6Traf3[kijnj tttt!.E,!#rthlh [p[ ?, g!�datar7G(ttNi+:ttfopttyfiml sifEE It41'4�ii�fl:s¢dsitiapt ,t tii ?Tg bl des rcajrd SinjsTrtS4d+;slalta tSgT1R, !tilii.f5r-0tu[a piSreZtim4,irda�rbdN�i, tr'.3iitti Anil 5p T. Toir,GD 111.Pi asd»t dEd lutswoddgslot nsps_:vlgdda aati?.IM4+mWsaah;rad qtv Kfhtkldn;&Mpo;stNamfetCa It:,*I ff ml id lwixli?t[ III, ddlFl i�sal��aiadlES J�mi(#oit dMi Ims mlhijimN vtiq,,mllmtadimaq sht.'tit Ct mrnt3;tp><• Y 6t Milo; fi matdGtttiet: asi"f SOLO � Ir,W =esmces aot .tlitxsdtit ttlt. nrcSdar sdaxatx�;itt ctxiN.t3? th ed Iri'mitMtetwxt?m �t no wms of f;ds3dcet ad kits dtle!MIS Dist i,Tr!ss Dta tt•:9Sdt�ss idmdCaxL�tss '"S0083' § . i- 1 e N F �' '4451.5t, Lucie Blvd. _ efSes-scdt£aedtytdtrbcdspced @ot,d "ri aq k9td}sasscttfred lAi?m}s Cess,t£c ttnf iti 4Tt lwlt:7lie gee•;olzisi;;hn L^�pnis�.rt 6titd•�p., !frij;hli akrats ut ai d:LrimF (. ForfPiOce, FL 34,946 FEBRUARY 17, 2017 I STANDARD GABLE END DETAIL I STDTL08 , : , A-1 ROOF TRUSSES 4451 ST. LUCIS BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL12X4 L-BRACE NAILED TO 2X4 VERTICALS W/10d NAILS, 6. O.C. VERTICAL STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' SEE ) FOR 1 12 Q * DIAGONAL BRACING ** L - BRACING RE REFER TO SECTION A -A TO SECTION B-B 0' O.C. MAX. VERTICAL 2X6 SP OR SPF STUDWBRACE #2 DIAGONAL BRACE (4) - 16d NAILS16d NAILS SPACED 6' O.C. (2) lOd NAILSINTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS )UAL ENGINEERING DRAWINGS DESIGN CRITERIA. PROVIDE 2X4 BLOCKING BETWEEN :S TO COMMON TRUSS 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 3X4 = v 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP ND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT I 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 I9d NAILS SPACEDj6. O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 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 SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 (4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES AT 1 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12" O.C. 3-8-10 5.6-11 1 6-6-11 11-1-13 2X4 SP #31 STUD 16" O.C. 3-3-10 4-9-12 1 6-6-11 9-10-15 2X4 SP 931 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 2X4SP#2 24'O.C. 3-1-4 1 3.11-3 6-2-9 1 9.3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - G' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END' DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. ROOF SHEATHING NAILS lOd TRUSSES @ 24' O.C. 2X6. DIAGONAL BRACE SPACED 4B' 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 IS4BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 17, 2017 1 LAT TO MINIM 2X6 'STF ALONG.A BRACING RECOMMENDATIONS I STDTL10 VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, ;BACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET DOR TRUSS. NOTE 1: 2XG STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ;ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING 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 ENO, 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 (DO NOT USE METAL FRAMING \�EB TTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WITH (3) - IOd SCAB WITH (3) - 10d TO TOP CHORD AILS (0131' X 3') NAILS (0131' X 3'). ATTACH TO VERTICAL N IB3 LS (0 1WITH (3) XX 3') BLOCKING BEHIND THE VE WEB IS RECOMMENDED NAILING THE STRO USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') TRUSS 2X6 1 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) 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 $PLICE 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 (0131' X13') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) 4. FEBROARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I . STDTL11 NOTES: 1. TOE -NAILS SHAL AND MUST HAVE THROUGH AND E) SHOWN). �i 2. THE END DISTAP .� BE SUCH AS TO A-1 ROOF TRUSSES 3. ALLOWABLE VAL 4451 ST. LUCIE BLVD. SPECIES FOR ME FORT PIERCE, FL 34946 772-409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 z .135 93.5 85.6 74.2 72.6 63.4 0 J .162 108.8 99.6 86.4 84.5 73.8 ri .128 74.2 67.9 58.9 57.6 50.3 c> Z 0 131 75.9 69.5 60.3 59.0 51.1 J .148 81.4 74.5 64.6 63.2 52.5 in N M VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 845 (LB/NAIL) X 115 (OOL) = 2915 LB ANGLE MAY VARY FROM 30• TO GO* 45.00' BE DRIVEN AT AN ANGLE OF 45° WITH THE MEMBER JLL WOOD SUPPORT (NAIL MUST BE DRIVEN AT THE BACK CORNER OF THE MEMBER END AS EDGE DISTANCE, AND SPACING OF NAILS SHALL HO UNUSUAL SPLITTING OF THE WOOD. SHALL BE THE LESSER VALUE OF THE TWO RS OF DIFFERENT SPECIES. CHORD CAPACITY _E MAY Y FROM TO 60° 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 SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBRUARY 17, 2017 I UPLIFT TOE -NAIL DETAIL I STDR11 , A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 THIS DETAIL SHALL BE USED FOR A CONNEC RESISITING UPLIFT FORCES ONLY. BUILDING IS RESPONSIBLE FOR LOADS IN OTHER DIRE[ 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 It m .162 72 58 39 37 25 J = O .128 54 42 28 27 19 F- U Z Z O .131 55 43 29 28 19 W .148 62 48 34 31 21 - Lo 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 THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE 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: 1 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: 1 3 (NAILS) X 37 (LB/NAIL) X 1.60 COOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE 'TO SPECIFY A DIFFERENT CONNECTION. I *►* USE (3) TOE -NAILS ON 2X4 BEARING WALL r�+r USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR SIDE NEAR SIDE 'TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW I END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTLI3 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.5x4 NAILER ATTACHMENT . GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" IMean Height, Exp. B, C or D. 2l��rl P \'A0 ' 2x4 SP No. 2 (Min) o° X o° 1.5 4 &° 2x2 SP No. 3 I FBR(ARY 17, 2017 I STANDARD REPAIR DETAILIFOR BROKEN CHORDS, WEBS, AND I STDTL15 I DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TOTAL NUMBER MAXIMUM FORCE (LBS) 15% LOAD DURATION OF NAILS EACH X SP OF SPF HF SIDE OF BREAK (INC' ES) 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 , 2X6 20 30 2¢' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' I 2194 3291 2007 3011 1697 2546 1738 2608 32 46 36' I 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' I 3169 4754 2900 4350 2451 3677 2511 3767 44 66 46' I 3657 5485 3346 5019 2829 4243 2898 4347 • DIVIDE EQUALLY FRONT AND BICK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER 0 BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING ROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) S ALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C G • 10d NAILS NEAR SIDE +10d NAILS FAR SIDE BREAK 'e1, X' MIN — 6' MIN TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X O�MENSION 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 FURTHERjREPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 1 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END 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. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE.BROKEN MEMBERS.