Loading...
HomeMy WebLinkAboutTRUSSLumber design va Lies are in accordance with ANSI/TPI 1-2007 section 6.3 _ A4 ROOF These truss desig s rely on lumber values established by others. TRU55E5 A FLOR104 CORPORATION RE: Job XCAS5524A Site Information: Customer Info: CALATLANTIC HOMES - S FL DIVISION P Lot/Block: 5 Model: Addresg,x Subdiv City: County Name Address, and License # of Structural Engineer of F Name: License Address: City: General Truss Engineering Criteria Design Loads (Inc Loading Conditions): Design Code: FBC2014/TPI2007 Design Wind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load: 45.0 psf Floor L —This package includes -75 individual, dated Truss Design Drawings and 16 With my seal affixed to this sheet, I hereby certify that I am the Truss Design conforms to 61 G15-31.003,section 5 of the Florida Board of Professional En SCANNED u✓'a. saucL �da,,rt �y A-1 Roof Trusses 4451 St'L'ucie Blvd Fort Pierce, FL 34946 Name: MASTER MODELS , ST. LUCIE State: FL cord, If there is one, for the building. al Truss Design Drawings -Show Special Program: MiTek 20/20 8.1 Dad: 0.0 psf Aditional Drawings. Engineer and this index sheet iineers Rules. No.. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0178032 A01G 12/5/17 13 A0178044 A13 12/5117 25 A0178056 CJ5T 1215/17 2 A0178033 A02 12/5117 14 A0178045 A14 12/5/17 26 A0178057 D01 12/5117 3 A0178034 A03 12/5/17 15 A0178046 A15 12/5/17 27 A0178058 D02 12/5/17 4_; A0178035 A04 12/5/17 16 A0178047 A16 12/5/17 28 A0178059 D03 12/5/17 5 A0178036 A05 12/5/17 17 A0178048 B01 12/5/17 29 A0178060 D04 12/5117 6 A0178037 A06 12/5/17 18 A0178049 B02 12/5117 30 A0178061 D05 12/5117 7 A0178038 A07 12/5/17 19 A0178050 B03 1215/17 31 IA0178062 E01 12/5/17 8 A0178039 A08 12/5/17 20 A0178051 C01 12/5117 32 A0178063 E02 1215/17 9 A0178040 A09 12/5117 21 A0178052 CO2 12/5/17 33 A0178064 E03 12/5/17 10 A0178041 A10 12/5/l7 22 A0178053 I CA 12/5/17 34 A0178065 E04 12/5117 11 A0178042 A11 1215117 23 A0178054 CJ3 12/5117 35 A0178066 G01 12/5/17 12 A0178043 Al2 12/5/17 24 A0178055 CJ5 12/5117 36. IA0178067 I G02 12/5/17 The truss drawirig(s) referenced have been prepared by MiTek Industries, Inc. rider my direct supervision based on the parameters provicec. DyATi poor i russes, 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 re: building designer, perANSI/TP14 Sec. 2. The Truss Design Drawing(s)(r)D[s]) referenced have been prepared bas, construction documents (also referred to at times as 'Structural Engineers provided bythe Building Designer indicating the nature and character oft The design criteria therein have been transferred to Anthony Tombo III PE Trusses or specific location]. These TDDs (also referred to at times as 'S Engineering Documents are specialty structural component designs and projects deferred or phased submittals.' A Truss Design Engineer (i.e. Engineer), the seal here and on the TDD r pre nts an acceptance of prol engineering responsibility for the design o the Ingle Truss depicted on t Building Designer is responsible for ands all coordinate 5pdreview the' compatibility with their written engineering quirements Please review -elated notes. 1 4RFl 1 .16� �� w���e•1� •��y 3onsibility of the d on the g Documentsj .'�,r*' e work. )y [All Roof +� vctural A- Digitallysigrne, ony nay be P"I mt ho n Y Tombo III •r S cial DN;c US,st=Fl Pierce,o=WholeHssional e TDD onnT. TI e Q m b O, Tornboering; cn=Anth � Tombo, ill, DDs for II TDDs �r�all Anthony !IitN9tIn@�.E. SERIAL ;. Date: 2018.01.23' 16:26:18' -65'00' 313 BC A2 2100 00 `60 00 4C 12,87 DF COPY . I A A-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job XCAS5524A Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0178068 G03 12/5/17 75 STDL16 STD. DETAIL 12/5/17 38 A0178069 G04 12/5/17 39 AO178070 G05G 12/5117 40 A0178071 G06 12/5117 41 A0178072 G07 12/5/17 42 A0178073 HJ7 12/5/17 43 A0178074 HJ7T 12/5/17 44 IA0178075 J1 12/5/17 45. A0178076 J2 12/5/17 46 A0178077 J7 12/5/17 47 A0178078 J7A 12/5/17 48 A0178079 J7C 12/5/17 49 A0178080 PT 12/5/17 50 A0178081 J7TA 12/5/17 51 A0178082 RFG01 12/5/17 52 A0178083 V08A 12/5/17 53 IA0178084 V10 12/5/17 54 A0178085 V116 12/5/17 55 A0178086 V12 12/5/17 56 A0178087 V136 12/5/17 57 A0178088 V96A 12/5/17 58 IA0178089 VM02 12/5/17 59 A0178090 VM04 12/5/17 60 STDL01 STD. DETAIL 12/5/17 61 STDL02 STD. DETAIL 12/5/17 62 STDL03 STD. DETAIL 12/5/17 63 STDL04 STD. DETAIL 12/5/17 64 STDL05 STD. DETAIL 12/5/17 65 STDL06 STD. DETAIL 12/5/17 66 STDL07 STD. DETAIL 12/5/17 67 STDL08 STD. DETAIL 12/5/17 68 STDL09 STD. DETAIL 1215/17 69 STDL10 STD. DETAIL 12/5/17 70 STDL11 STD. DETAIL 12/5/17 71 STDL12 STD. DETAIL 12/5/17 72 STDL13 STD. DETAIL 12/5/17 73 1 STDL14 I STD. DETAIL .12/5/17 74 1 STDL15 I STD: DETAIL 12/5/17 s, f Page 2 of 2 Job Truss Truss Type Qty Ply A0178032 XCAS5524A A01G ROOF SPECIAL GIRDE 1 2 Job Reference (optional) Al rcoot I cusses, rorT rlerce, rL AU'+0, 0e5lgnit✓a rssu55.wnr —I. U. 18-2-0 s Nov 12 2017 Print: 8.120 s Nov12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:12 2018 Page 1 ID:In1 E14n4krFMR5vCX81ws4z2Ovo-QzgR6Okc53_PwogAOvUfAeyv?tbm78miH7ZyZ9zsT3f 30-7-8 36-11.8 1-2-0 3-6-8 3x4 11 10x10 = 6x8 11 4.00 12 3x45x18 i 9 10 6x8 = 8 3x6 % 7 � 5 3x61� 4 T 3 �12 a G— 39 4032 41 4x6 = 2x4 11 3130 29 2 5x6 = 7x8 = 5x6 = 4x4 = JUS Typ�g6-: 7-0 1-2-0 W9 0-10-0 3x6 z�- 4x6 3x6 = 11 5x8 = 2x4 11 ;V&t� 3x6 17 1117— If 6 48 25 49 434 4fs 47 27 4x4 = 23 7x10 MT20HSI I 3x4 II 24 12x14 = Special JUS24 10x10 = Jt rG0-7-8 'Z6 0 0-1-0 50 2221 51 20 52 5x6 = 2x4 11 8x10 = LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) 0.19 27-28 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.37 27-28 >861 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.06 27 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Dead Load Defl. = 1/4 in PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 843 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) T4: 2x6 SP No.2 BOT CHORD Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; BOT CHORD 2x6 SP No.2 *Except* 2-39=-1864/4641, ¢40=-1871/4653, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); ■ B3: 2x8 SP No.2, B5: 2x4 SP No.3 3240=-1871/4653 32-41=-1871/4653, cantilever left and right exposed ; end vertical left B2: 2x6 SP 240OF 2.0E *Except* 31-41=-1871/4653, 30-31=-1871/4653, i 30-42=-1191 /3444, 29-42=-1 191/3444, exposed; Lumber DOL=1.60 plate grip DOL=1.60 WEBS 2x4 SP No.3 No.2, W9: 2x4 SP M 30 2943=-1334/3405, 2843=1334/3405, 5) Provide adequate drainage to prevent water W8: 2x4 SP ponding_ OTHERS 2x2 SP No.3 -45=-191/333, 28-44=-191/333,t647=-l 6) All plates are MT20 plates unless otherwise BRACING- 45-46=-191/333,91/333, indicated. TOPCHORD 27-47=-191/333,-27=-10368/4174, 7) Plates checked for a plus or minus 0 degree Structural wood sheathing directly applied or 4-9-4 oc 9-26=-1055/649,-48=-3310/1564, rotation about its center. purlins, except end verticals. 25-48=-3310/156 25-49=-1314/545, 8) This truss has been designed for a 10.0 psf bottom BOT CHORD 24-49=-1314/545 12-24=-1426/2962, chord live load nonconcument with any other live Rigid ceiling directly applied or 5-3-0 oc bracing. 21-22=-1194/166 , 21-51=-1194/1663, loads. WEBS 20-51 =-1 194/16620-52=-119411663, 9) • This truss has been designed for a live load of 1 Row at midpt 8-26 18-52=-1194/166 , 18-53=-1184/1657 20.Opsf on the bottom chord in all areas where a WEBS rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. (lb/size) 3-32=0/380, 8-28-2469/6718, bottom chord and any other members. 2 = 1781/0-8-0 (min. 0-1-8) 0-4-13) 26-28=-1223/3151, 8-26=-9008/3673, 11-26=-2832/144 11-25=-1158/2436, 10) Provide mechanical connection (by others) of truss 27 = 11672/0-5-8 (min. 18 = 834/0-8-0 (min. 0-1-8) i , 12-25=-3285/1689, 22-24=-1017/588, to bearing plate capable of withstanding 100 lb uplift at Max Horz 13-24=-979/497, 15-22=-408/335, joint(s) except at --lb) 2=820, 27=4885, 18=673. 2 =-225(LC 13) 17-22=-968/550, 17-20=0/358, 11) This truss has been designed for a moving Max Uplift 10-26=-2925/1093, 5-30=-112/592, concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, 2 =-820(LC 4) 6-8=-2918/1276, 6-28=-527/971, nonconcurrent with any other live loads. 27 = 4885(LC 4) 3-30=-1277/731, 5-29=-907/939, 12) Use USP THDH26-2 (With 16d nails into Girder 8, 18 =-673(LC 51) 13-22=-686/153 16d nails into Truss) or equivalent at 18-0-7 from the Max Grav i left end to connect truss(es) D01 (2 ply 2x8 SP) to 2 = 1907(LC 19) NOTES- back face of bottom chord. 27 = 11672(LC 1) 18 = 908(LC 20) 1) 2-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: 13) Use USP JUS24 (With 10d nails into Girder $ 10d Top chords connected as follows: 2x4 - 1 row at 0-9-0 nails into Truss) or equivalent spaced at 2-0-0 oc max. FORCES. (lb) oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc starting at 19-11-10 from the left end to 25-11-10 to connect truss(es) D02 (1 ply 2x4 SP), D03 (1 ply 2x4 Max. Comp./Max. Ten. - All forces 250 (lb) or less except clinched. SP), D04 (1 ply 2x4 SP), D05 (1 ply 2x4 SP) to back when shown. Bottom chords connected as follows: 2x6 - 2 rows face of bottom chord. TOP CHORD 2-3=-4937/1848, 34=3708/1291, staggered at 0-2-0 oc clinched, 2x8 - 2 rows staggered at 0-9-0 oc clinched, 2x4 -1 row at 0-9-0 oc clinched. 14) Fill all Wait holes where hanger is in contact with 4-5=-3607/1303, 10-11=-2010/5382, Webs connected as follows: 2x4 - 1 row at 0-9-0 oc lumber. 15) Hanger(s) or other connection device(s) shall be 11-12=-1253/3541, 12-13=-481/1363, clinched. provided sufficient to support concentrated load(s) 13-14=-1014/1079, 14-15=-1091 /1095, 2) All loads are considered equally applied to all plies, 2197 lb down and 1091 lb up at 34-3-12 on bottom 15-16=-1058/978, 16-17=-1101/969, except if noted �s front (F) or back (B) face in the chord. The design/selection of such connection 17-18=-1770/1380, 7-8=-1132/451, LOAD CASE(S) section. Ply to ply connections have device(s) is the responsibility of others. 8-9=-2208/5862, 9-1 0=-1 983/5422, been provided to distribute only loads noted as (F) or 6-29=-1639/1147, 6-7=-544/314, (B), unless otherwise indicated. 5-6=-3452/1345 3) Unbalanced hoof live loads have been considered LOAD CASE(S) BOT CHORD for this design.) Standard 2 39=-18g4/4641, 2-40=-1871/4653, Continued on page 2 r ncEnnsnruuEY bs[esernrusamacmersemant rrn0;:arax,r�ssuerrr�, r�kr d+areaeaern eaa�ea>:„t>;:1e!,De!��r�+Igln;;e�rc.t�el.T�aeut r.Erayex<u:elkare!e. Defr!tu�.ae eadr.neTDD,oay @1Tfioseemgkn s6stiS^rseififteT)Dm6t+d11. 4seiras Deslyefryixa(Ie,Sleadl(69kv;ri:urinnrlDD relresMsee ttuysl�(®;e+I the paLuUdd egztedee resinsliilnC k!tte les!xir{Ice s:relrrs i+pinedrmemDMr,rdn1?r1. Tk de!ip nnap.re•.Irtsagcnnnns,smesius, Anthony T. Tornbo 1II, P.E. tsrAh.neneficnyllrrsrreik•a rA re At;is Tzssh:eell■IFep islk resru!idlANsOnn,tk0evisrsitd rgMrik lrifirq Desige:,ri'ae rehAAl'vIR(,iiiii■Itlelet�Yn@egndl and Rrl. TYt �^�IEIAIk T0D flit rTaeldr!IAiI}TA!!.®�IflRdta.!A!IfP,ItlhIlQlle rdkrig 3YAikaeTrresui:ld.It 1!InaAtleYaltisS(wKsmiAmktama;ttYr+wlledtlf?IrdSSGmrdnea!e9fx}ssnelplmalYlhtintle.rtpmil5tiese:lEaaaA�tess[nvpn,lessDespFagcercosrassYi„n,s■rey■:s: µ 80083 ikMfaTDn:ea:od(ca.�th.tl:akssstaiultelDDMiierr�itesa: p01:4 talsg 6e„gsr,n T' SW. Y.n ill dAaN 1,1M. 4451St.LucieBlvd. e3+nru fsfir!dlyebakea rged rpefivrarr lT dldsnas iat?sei lleTnss Ctn Fsllur is uare'mr q mpdaedhros rem Fort Pierce, FL 34946 (opyrighr@2D16A-IRoafhasses-AnibanyT.TomboIll,P.E. Repioducionuftbisdmmment,inanylarm,isptoEiS" dsritheutthewittenpemissionhomA-IReo(Trusses-Anthonyl.TamEoIII,P.E. Job Truss Truss Type Qty Ply XCAS5524A A01G ROOF SPECIAL GIRDER 1 2 A0178032, Job Reference (optional) Al Roof Trusses, Fort Pierce; FL 34946, design@altruss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:12 2018 Page 2 ID:In1E14n4krFMR5vCX81ws4z20vo-QzgR60kc53 PwogAOvUfAeyv?tbm78miH7ZyZ9zsT3f LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 10-13=-70, 13-14=-70, 14-19=-70, 2-27=-20, 24-26=-20, 18-23=-20, 7-10=-70, 5-6=-70 Concentrated Loads (lb) Vert: 28=-4760(B) 24=-2197(B) 44=-542(B) 45=-539(B) 46=-555(B)47=-535(B) BeNry•rieeseflmyelralierin'8d ROOF TIDS5 r5fltnGfgMi TfIIISB(DF":IIICtiS[7f7tIN(ER�'jl;[eCi41rDSYFIIf'Im Is,*duitel—amsidn'I.nnl3is%ss DOI,DeeviyjW;a[i1 IM Aek.f Tabil,rr.ltltleAe14"N.T.'e mt. u9su"liu.ise MddmflnTDD,�It Ifild ua b,�ns seflMndfirftenDIsM!elii Asa Ims Dulls[erns+{fe, SµneDy6naer;,Ms sedw ByTDDrepuals leaapa:edtle peMnesd en e:ieerzysnitilar`a; In JKpe;ResDpeTnsty:a-1Wk Dulf,MaT?FT.Nfis:ya nlmpile,IrdapaeEmxs, smllary Anthony T. Tombo 111, P.E. ,ad tit hrss5!egldltiea is lse asRx:iNfa}d:eeO.ue,MeO;neisaliaisderY9e; Ile taltieg Dui[tts,6rx nelrndMelt(,Ma(S.alMe bl�txYagsde W MI. Teeyp,,!d fisM l fieli ne AMe Tnu.lale5y lmf�. Cxrge.Wallis, .6ki ef MlitFa resystWDrk80083 ' INMe:e,ODuqa:uik1teft.All NIssuazal&IDDexll p�insa79n19oesrtMstnl6yQarcesmSderylasmc7n{t(SI,pNisWE?f71eMSlfAmrdvsmdfaReeenlyr:Im27PFIN5as3>[esµ:eiY�liiesc+9trtiaAMalnnDeslper,LessDeslasprermfrn:srma4�ae!,n!a; 4451 St. Lucie Blvd. liffou ldildereGt;m 1peEd eµeto na rylr dl pnia lathei TeeTauNslaflosen rCTYe Ra�ay Oul;au,rtTnes Spse!aEyiau e:'mr bDiiy. ulmy!t�adlr.©s eremddmdlaTrFT. Fort Pierce, FL 34946 (opysighlD2016A-lloafitusses-AnthoeyT.Tombo111,M. peprodustioaofibisdatument,ineayforn,isprobibiledOhm the wdttenpermissionhomA-IReof roses-Anthonyl.TomboIII, P.E. Job Truss Truss Type Qty Ply A0178033 XCAS5524A A02 Roof Special 1 1 Job Reference (optional) Al t<ooT trusses, rorc rs- ae terce, rwavo, usiyr r(we I u uaa.wr I' Run: 8.12 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:13 2018 Page 1 ID:In1 E14n4krFMR5vCX81 ws4z20vo-u9OgKLIEsM6GYyPMxc?ujrV4rHwesZzrVnl W5bzsT3e 34-11.8 0-9.8 Dead Load Deft. = 1/4 in 4.00 12 5x6 11 3x4 I I 6x6 = 7 8 6x8 11 5x6 WB% 4 / 3 9 3x6 6 T 3x6 • 3x6 —_ 5 W5 W7 5 11 W11 12 3x6 2x4 4 W1 3F R4 13 1 N 3 W6 2 52 4 • 1 2 8x12 = 38 an 14� 0 35 36 25 37 5x10 18 17 42 16 43 26 24 23 20 194041 3x6 = 5x6 WB= 3x8 = 4x6 11 3x6 = 2x4 11 4x6 = 4x6 = 3x4 = 4x8 = 26-9-0 Plate Offsets (X,Y)— [2:0-3-0,0-1-12],[5:0-3-0,Edge],[6:0-3-0,0-2-8],[7:0-2-0,0-0-12],[9:0-3-10,0-3-0],[14:0-3-0,0-1-12],[19:0-0-0,0-1-8],[21:0-4-0,0-2-8],[22-.0-4-0,0-3-0], 23:0-3-00-1-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.38 24-26 >831 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.63 21-22 >545 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.05 23 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Wind(LL) 0.14 16-17 >999 240 Weight: 332 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2,T3: 2x4 SP M 30, T4: 2x6 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except` No.3 2-3=-1703/1341, 3-4=-1400/1089, - 4-5=-233/521, 5-6L139/569, B3: 2x6 SP No.2, B& 2x4 SP WEBS 2x4 SP No.3 6-7=-1436/2051, 7-8=-1271/1920, OTHERS 2x4 SP No.3 `Except` 8-9=-1332/1923, 9-10=-260/402, 01: 2x2 SP No.3 10-1 1=-264/466,1-12=-352/403, BRACING- 12-13=-1288/108 , 13-14=2002/1610 TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-2-0 cc 2-35=-1084/1620, 2-36=-1069/1556, puriins. 26-36=-1069/1556, 25-26=-737/1312, BOT CHORD 24-25=-737/1312f 22-23=-3265/2845, Rigid ceiling directly applied or 3-11-13 cc bracing. 7-22=-553/535, 22-38=-5551785, Except: 38-39=-555(785, 21-39=-555/785, 10-0-0 cc bracing: 19-21 17-42=-1344/1836, 16-42=-1344/1836, WEBS 1643=-1344/1836, 14-43=-1344/1836, 1 Row at midpt 14-44=-1317/162i7, 10-21=-233/250 4-24, 22-24, 6-22, 9-22, 12-21 WEBS MiTek recommends that Stabilizers and required 4-26=-90/438, 4-24=-1263/1249, 6-24=478/748, 22-24=499A491 cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 6-22=-1802/1890, 8-22=-1266/1016, 1666/1483, 12-21 =-1 122/1281, REACTIONS. (lb/size) 13-17=-728/740,113-16=0/299, 2 = 858/0-8-0 (min. 0-1-8) 17-21=-700/122 , 9-21=-690/1002, 23 = 3331/0-5-8 (min.0-3-15) 3-26=-286/382 14 = 991/0-8-0 (min. 0-1-8) NOTES - Max Horz 2 = 217(LC 12) 1) Unbalanced roof live loads have been considered Max Uplift for this design. 2 =-515(LC 8) 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) 23 =-1225(LC 8) Vasd=132mph; ITICDL=5.Opsf; BCDL=5.Opsf; h=25ft; 14 =-584(LC 9) Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right Max Grav exposed ; end vertical left exposed;C-C for members 2 = 981(LC 23) 23 = 3331 LC 1 and forces 8a MWFRS for reactions shown; Lumber 14 = 1064(LC 24) DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water FORCES. (lb) ponding. Max. Comp./Max. Ten. - All forces 250 (lb) or less except 4) Plates checked for a plus or minus 0 degree when shown. rotation about its center. 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2-3=-1703/1341, 3-4=-1400/1089, chord live load onconcurrent with any other live 4-5=-233/521, 5-6=-139/569, loads. 6-7=-1436/2051,7-8=-1271/1920, 8-9=-1332/1923, 9-10=-260/402, 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-M 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=lb) 2=515, 23=1225, 14=584. 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 Ge�riq-flee:e flanopNrrtelrxlh'A I IDCI06'SSB; iNFY"e 6T19tTTE1RS a @XWIIDTT (DSIDNj iiT] j!(rtlD'Gi; i�GHElri' lam T.4 drop ryeeeJen r�l rzcf silts eetbtLess Des p 7tnviy lRt; rti lkr ltlkr1T.TcaSa C 1.E ldaeae R:sl ks4rens. Vdess flker•iu nad ratlelDD,ca'p Wieea¢emrT:hsslillhrul6rtte iDDute.rlil. Aseiras Desge hpirxer{le,SpnrDr up@!eptr1a;jRartesa;ealnss l:pitl Wh TOWlenAff W.7&I:cpnnopim.6drtaardnxs.satlilry Anthony T. Tombo III, P.E. d rseAlus rrsS!agldllirT lsWresixsiNle.dGeOner.tle0>.uisrm;rd:dep4�Ue ltillirT Desipri,nL�emtrnri F,e lK,ntl.; aide bidleYignle ¢!RL ile gp:rsddth iDD oslmlidp ne r}he inst 09rtipta€ff3.R!ge.IrshllAin u2tnriTsliiMl'vrzspmtl4!hd r 80083 ' ttrla'to{Dtsig^e!rr9fta:rctr..All u!esIII an!1.IbeTDDadmpw.,WpildnesdOehdGq(.PmsAenWithin.te:eepmIftere&I..1!F!latauperbrisD".00ce:rralToss rasnraa"W"s 4451 St. Lucie Blvd. akaMul�raihr®69;aU rye[d enenvmiop pT aD parties lnc?rei TeeTassh.InEgieFort Pierce, FL 34946 (opylightOt016A•1RoafTrusses-AnlhonyT.TomhDIII, P.I. Repoduoiaeofthisderomenyinany form,isprohihiledwithmthe wriuenpermissionhomAdRcolTrasses-AnthonyT.Tomho111,P.I. Job Truss Truss Type Qty Ply XCAS5524A A03 Roof Special 1 1 A0178034, A o,...a T��..,..... �.... o:_.__ yr o....� �--`--^-"--- --- .- _ .__ .. .- --'--' Job Reference (notional) ��ryrr� a u ao.wns Run: 8J20 s Nov i2 2u1 r mini: mizu s Nov 1z zu1! Ml Iek Industries, Inc. Tue Jan 23 14:10:14 2018 Pagel ID:ln1 E14n4krFMR5vCX81ws4z2Ovo-MLxCXhmsdgE7A5—YVKW7G32FghDrb2N7kR23dlzsT3d 35-2-0 6- 6-1-0 9-8-0 18-7-15 26 ff 27 -0 32-1-8 3 1 $ 41-2-13 47-7-7 55-0-0 -6- -6- 6-1-0 3-6-15 8-11-15 8.0-1 0- 0 5-0-8 0-1 0 6-0-13 6-4-10 7-4-9 2-2-8 4.00 12 5x6 = Dead Load Defl. = 5/16 in 5x8 = 1ux10 = 2019 46 = 3x8 = 46 11 3x8 = 46 = 10A4 = 26-9-0 35-2-0 9-8-0 18-7-15 2fi-5-12 2 32-1$ -2- 44-2-12 55-0-0 9-8.0 8-11-15 7-9-12 0-2-4 54-9 2-0-8 9-0.12 10-9-4 0-1-0 1-&0 Plate Offsets (X,Y)— [2:0-3-0,0-1-12] [5:0-3-0 Edgel [6:0-3-0 0-2-8) [10:0-3-0 0-2-8) [15.0-3-0 0-1-12] [19.0-0-00-1-81 [21.0-6-0 0-3-8] [23.0-6-0Edge] [24.0 3-0 0 1 0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.39 17-35 >878 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.72 17-35 >477 240 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(TL) 0.05 24 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.13 17-35 >999 240 Weight: 333 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B3: 2x6 SP No.2, B& 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 *Except* SB1: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except, 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 4-25, 23-25, 6-23, 9-23, 17-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 865/0-8-0 (min. 0-1-8) 24 = 3316/0-5-8 (min. 0-3-15) 15 = 1002/0-8-0 (min. 0-1-8) Max Horz 2 = -217(LC 13) Max Uplift 2 = -512(LC 8) 24 = -1229(LC 8) 15 = -574(LC 9) Max Grav 2 = 995(LC 23) 24 = 3316(LC 1) 15 = 1068(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1746/1316, 3-4=-1444/1063, 4-5=-278/523, 5-6=-183/570, 6-7=-1470/2024,7-8=-1259/1865, 8-9=-1353/1897, 9-10=-422/698, 10-11=-461/731, 11-12=-373/377, 12-13=-1309/1170, 13-14=-1439/1159, TOP CHORD 2-3=-1746/1316,3-4=-1444/1063, 4-5=-278/523, 5-6=-183/570, 6-7=-1470/2024, 7-8=-1259/1865, 8-9=-1353/1897, 9-10=-422/698, 10-11 =-461/731, 11-12=-373/377, 12-13=-1309/1170, 13-14=-1439/1159, 14-15=-1906/1601 BOT CHORD 2-36=-1073/1629, 2-37=-1045/1597, 27-37=-1045/1597, 26-27=-712/1354, 26-38=-712/1354, 25-38=-712/1354, 23-24=-3250/2860, 7-23=-597/687, 23-40=-858/1236, 2240=-858/1236, 22-41=-329/625, 4142=-328/626, 21-42=-328/626, 11-21=485f738, 17 45=-1325/1744,15-45=-1325/1744, 15-46=-1270/1918 WEBS 4-27=-90/437, 4-25=-1262/1249, 6-25=484/744, 23-25=-513/473, 6-23=-1798/1899,8-23=-1073/792, 9-23=-1367/1191, 9-22=-720/976, 11-22=-1090/968,17-21=-627/1180, 12-21=-1047/1230, 12-17=-204/426, 14-17=-554/770,3-27=-286/384 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) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=512, 24=1229, 15=574. 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. LOAD CASE(S) Standard ti'udq.fin:etlur!i9rmierrik'61 IDDf 07SS8;SE0EP}6E64!(fflNSd[QM.ili65f(DSi0Mj 6817'jA(reOWisED"aIIEMPfoic TetEr drdp inr¢tlen Wtesdedanitlslrn!7espsDfniy lEfa�;ul lG lfknri.rrxlaOi,rLrdyeae SlMftiu ns. Ddsss die+ist ddelutleT00,nj d1Ts\a¢emrr:cessSili'r. efel hrt&1DDta ve rdiL r!einss Dnye 6dEee(IJ,STe!ailr Erpue;.tle ssdro rsyIDO re(!esrtlf¢muptu:edt6e rrd:sand urr.:irr r!ynullircT)rr lSe lss!Es<dlhstrn!s iap:nNe!kTUDaIT, eafeTPN.I&I.nipf �ssropVus.lsdsgdnxl, srilflimr Anthony T. Tornbo lll, P.E. t:A O!11114!Tit!!`<'IeTIRi(i1lf ltlll RSfN!iNlllydCLOvwr,i6lOaRtlSf'diiFl Fge1 F.'lll1dl111r Dlfilrc!,atfEtuitddlu l((,"uli(ud Nehtdlati(nl[sa1181. i1e slgu!dd1N IDD n�nr lidr ue dtle Tuss.udr€ral,�a,sstgr. hsM1ldier ulkexlf)d1fx S. u!rtavld:gd z80083 IkFiF)Det;ss:uiQa^mr..8'tlSSSdAe]aIEiTD(/md11iT11A1[rfo1�19a!Shcl!tnlFer(s¢yuMSderyhimtnu(t0ljrrlltsW4fi71NS6Gm;sleeaWrelrmeipdun_lf'Akin;l3rY.rEttSl�TISRiBf?SIE�eLn:Deuprc,l:ns)estp0,�nalTn!sM.sats:aer,akss g451St.lu[ie8lvd. r!lerlu ldixilyo0skmrprtdgnn+rrinq lydltuossm�d!ed Theinss E+d EsfisutispCi 4e rzdap Dssyau,eTn.s Sfdea Eafi!err©r l�il9q. 81 sq .Akro oftts Mal (oppighf (f12016 A-1 foothusses-AnlhonyL Tombs III, P.L Beprodudioo of Ibis dotument, in dry form, is probibiled without the written permission hour A -I Roof Trusses-AnthonyT. Tombo 111, P.(- Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0178035 XCAS5524A A04 Roof Special 1 1 Job Reference o tional Al ROOT S russes, ron rierce, rL 3 +V4% aesr9nLw,d i LI Ubb. W n s Run: 8.12 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:15 2018 Page 1 ID:Ini E14n4krFMR5vCX81ws4z20vo-gXVali nVO_M_nFZ1311 MoGaQD5ZzKWB8z5ndAUzsT3c 30-1-8 4.00 12 5x6 = Dead Load Defl. = 5/16 in 5x8 11 7 8 _ 3 10 4x6 46 /T 5x6 WB% 11 W7 5 5 W5 9 W10 12 13 • 2x4 4 2x4 i N 14 cb W 3 W6 3 21 W12 3 6 0 10 1 2 40 22 41 4 m 15r� IN ' 0 36 37 27 38 26 25 39 24 10x10 = 19 43 44 20 18 17 45 4f 3x8 = 4x6 11 3x8 = 4x6 = 4x6 = 12A4 = 30-1-8 26-9-0 9-8-0 18-7-15 26-5-1 26 34-2-0 3 -2 0 44-2112 55-0-0 s a o a-11-1s 7-s 1� o• _43a 9 a-o-e o 9-0.12 10-s-4 0-1-0 Plate Offsets X Y — 2:0-3-0,0-1-12 5:0-3-0 Ed a 6:0-3-0,0-2-8 10:0-3-0 0- -81, rl5:0-3-0,0-1-12 17:0-2-2 0-1-8 , 19:0-0-0 0-1-8 21:0-6-0 0-3-8 , 23:0-6-0,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) -0.39 17-35 >878 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.72 17-35 >475 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.06 24 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.13 17-35 >999 240 Weight: 335 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except` 7) ` This truss has been designed for a live load of T2: 2x4 SP M 30 TOP CHORD 20.Opsf on the bottom chord in all areas where a BOT CHORD 2x4 SP No.2 `Except` 2-3=-1788/1402, 3-4=-1487/1150, I rectangle 3-6-0 tall by 2-0-0 wide will fit between the fi- B3: 2x6 SP No.2, B6: 2x4 SP No.3 4-5=-322/444, 5-6=-227/492, bottom chord and any other members. WEBS 2x4 SP No.3 6-7=-1341/1909,-8=-1092/1723, 8) Provide mechanical connection (by others) of truss OTHERS 2x2 SP No.3 'Except* 8-9=-1207/1768,-10=-569/956, to bearing plate capable of withstanding 100 lb uplift at SB1: 2x4 SP No.3 10-11=-655/1020, 11-12=-507/302, joint(s) except Qt=lb) 2=524, 24=1206, 15=589. FIRACING- 12-13=-1410/125 , 13-14=-1510/1241, 9) This truss has been designed for a moving TOP CHORD 14-15=-1978/1685 concentrated load of 200.01b live located at all mid Structural wood sheathing directly applied or 2-2-0 oc BOT CHORD I panels and at all panel points along the Bottom Chord, purlins. 2-36=-1107/1644 2-37=1127/1637, nonconcurrent with any other live loads. BOT CHORD 27-37=-1127/163 27-38=-795/1395, Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 26-38=495/1395 25-26=-795/1395, 10-0-0 oc bracing: 19-21 23-24=-3199/2804, 7-23=-692/813, LOAD CASE(S) WEBS 23-40=-1107/144p, 2240=-1107/1445, Standard 1 Row at micipt 2241=-248/463, 41-42=-247/463, 4-25, 23-25, 6-23, 9-23, 11-22, 17-21 2142=-247/463, 1-21=485/787, MiTek recommends that Stabilizers and required 17 45=-1405/181, 15-45=-1405/1813, 1546=-1294/19i cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. WEBS 4-27=-89/436, 4-25=-1260/1247, 6-25=-452/732, �3-25=439/419, REACTIONS. (lb/size) 2 = 891/0-8-0 (min. 0-1-8) 6-23=-1766/1858, 8-23=-764/430, 24 = 3266/0-5-8 (min. 0-3-14) 9-23=-1249/1104, 9-22=-705/954, 15 = 1026/0-8-0 (min. 0-1-8) 11-22=-1390/1228, 17-21=-715/1268, Max Horz 12-21=-999/1175, 12-17=-1751404, 2 =-217(LC 13) 14-17=-556/773I3-27=-284/381 Max Uplift 2 =-524(LC 8) NOTES- 24 =-1206(LC 8) 1) Unbalanced roof live loads have been considered 15 =-589(LC 9) for this design. Max Grav 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) 2 = 1009(LC 23) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; 24 = 3266(LC 1) Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right 15 = 1091(LC 24) exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber FORCES. (lb) DOL=1.60 plate grip DOL=1.60 Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3) Provide adequate drainage to prevent water TOP CHORD ponding. 2-3=-1788/1402, 3-4=1487/1150, 4) All plates are 3x6 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree 4-5=-322/444, 5-6=-227/492, 6-7=-1341/1909, 7-8=1092/1723, rotation about its center. 6) This truss hes been designed for a 10.0 psf bottom 8-9=-1207/1768, 9-10=-569/956, chord live load i onconcurrent with any other live 10-11=-655/1020, 11-12=-507/302, 12-13=-1410/1251, 13-14=-1510/1241, loads. Podryrleretlwr!rerna!rtk'aa rrel mis6riftl8'16fk8llfFrslSd(QhdllCSf(:IS17N{�T]';I.:IICCG1Fc4YFX'tooa ie!Ard<sipruoadns eoi r<cleolnnSSishessiesairs.inr{i[�;: ilh AeluyT. Teaioi,r.Lrdeese kesth!rt nl. Ddess dlxris!pd:IrttleIDP,a':p kiTedmumri:E•es sldt!!red6rroe iDDis ie.dil. AseimsDesye h(i•srjie,S;eodlr Flda;r;,D!s!dNor lDD repmMttt[r!. edlSe rrdm9nd eN teem rtsrnulilaP3; Iis lm?seine se elms tyvtdrztle toDNry, aslniP�l.l&e!vrsmnnpirn,md e;mCixs. s.ndiiry 1e IDDWeo.fidl d6e Tnss.iele6a ksl=.�.n7se,ImtdloAN Anthony T. Tombo Ill, P.E. ed med4's inss(r. rq rdlfiry is to resrNsikiimdF,e7.neth Oaxisediv.7•!l rdrlfe tdl6ry Desiroer,akenNddlie R(,sii 6`. srOtlebid la:tignle¢�151. e1ntldISe ne odEeotig sSdi4!Lre!remsiCLhef ' tte C.i3rtg Dm1N!¢1 (tP.'rttlt. All Nes%lot:I fhTDD eA lit yoluseas piehesdtle W6.1(opw Sdety isomnio.I*r..p9i&dn7VIM Stu rrerdirel4t gese1plum PH RDNs@e:ep illnim sndfa'asV*Ams kupff,T:mNess 80083 4451 St. Lucie Blvd. !tnNu i�redlya6stod egee9 vise is rrilior Ir dl rarm ImdNi 1heTNss Gesia Es!neer is eCT ne rdfag Desigw, rrT e.s sy-fin igneer dcaySeiiliq. siicq". r?dte nem aeraertanu, Fort Pierce, FL 34946 CopyrighiQ2D16&1 Roof Tsosses-Anthony LTornio III, P.i. Reproduction c1thisdorurrem,inany form, isprohibAiedwithcul the w6flenpermissionfrom A4Roofhasses-AnthonyT.TumhoIll,P.T. Job Truss Truss Type Qty Ply XCAS5524A AO5 Roof Special 1 1 AO178036 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. Tue Jan 23 14:10:16 2018 Page 1 ID:In1 E14n4krFMR5vCX81 ws4z20vo-Ik3yyNn79HUrPP7xdlYbLU7el Vyy3zLHBIXAiwzsT3b 28-11-8 st-0-Q 7-7-14 12-7-5 i 19-11-15 27-1-0 2 1,8 ! 36-3-15 i 45�-1 i 55410 56-6- '1-6 - 7-7-14 4-11-7 7-4-11 7-1-1 1- 7-4-7 9�2 9-8-0 -6- 0-10-0 7x10 MT20HS= 5x6 = 4.00 12 "" 33 L3 34 LL Z-1 3J 3b3/ zu3a19 16 3y4U 17 lb 5x8 = 4x6 = 15 41 2x4 II Dead Load Defl. = 114 in 4x6 = 28-11.8 i 9-0-3 i 17-1-11 i 26-5-12 28-1-8 36-3-15 454-1 5543-0 7-7-8 ' 9-4-1 'I-7-1 7-4-7 2 9-8-0 0-10-0 Plate Offsets (X,Y)— [2:0-3-0,0-1-121, [9:0-3-0,0-2-81, [10:0-3-0,0-2-81, [11:0-3-0,Edge],[12:0-3-0,0-2-81,[13:0-3-0,0-1-121 [20:0-4-0 0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft ' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.38 15-17 >894 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.61 15-17 >559 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.05 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.16 15-31 >999 240 Weight: 300 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except` T1: 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 4-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-7 oc bracing. WEBS 1 Row at midpt 6-20, 7-20, 8-20, 8-19, 10-19, 12-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 824/0-8-0 (min. 0-1-8) 20 = 3380/0-5-8 (min.0-4-0) 13 = 957/0-8-0 (min. 0-1-8) Max Horz 2 = -217(LC 13) Max Uplift 2 = -485(LC 8) 20 = -1288(LC 8) 13 = -575(LC 9) Max Grav 2 = 927(LC 23) 20 = 3380(LC 1) 13 = 1061(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1432/1059, 3-4=-1148/871, 4-5=-1047/886,5-6=-132/506, 6-7=-942/1598,7-8=-719/1370, 8-9=-498/1105, 9-10=-638/1209, 10-11=-353/366, 11-12=-452/332, 12-13=-1702/1210 BOT CHORD 2-32=-1311/1768, 2-33=-788/1288, 23-33=-788/1288, 23-34=-361 /676, BOT CHORD 2-32=-1311/1768, 2-33=-788/1288, 23-33=-788/1288,23-34=-361/676, 22-34=-361 /676, 21-22=-361 /676, 21-35=-655/798, 35-36=-655/798, 36-37=-655/798, 20-37=-655f798, 20-38=-1209/1431, 19-38=-1209/1431, 18-19=-306/334, 18-39=-306/334, 39-40=-306/334, 17-40=-306/334, 16-17=-916/1525, 16-41=-916/1525, 1541=-916/1525, 15-42=-916/1525, 1342=-916/1525, 1343=-1979/2263 WEBS 3-23= 415/576, 5-23=482/625, 5-21=-854/958, 6-21=-607/814, 6-20=-1270/1345, 7-20=-846/602, 8-20=-147011401, 8-19=-807/902, 10-19=-1429/1415, 10-17=-343/694, 12-17=-1271/1270, 12-15=0/383 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) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=485, 20=1288, 13=575. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all midF panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 8utiq.rleas,ti.gmrrenext ,1.1 IDC'r 8Di18r.g[Ltn RIHIL rtfVS I (Cb*AT!D11(D1TDNj ELa]';!.tkl[ 1EF,9[1, fur, Tndy drop retatttn wind Wes"NITms Defige N.iylTr7ed ue Ieiof 1. Tab)4f, f1. tde«xe R:d Etare ese. ode« dkenisa d®d aanr TDD,wtl wTebAnthony T. Tombo 11I, P.E. e'deied!Ns TiesSh!IIT rd!dbe is tkereyHON!htdthe Dlter,iEi0-ised:4'dd eie]t l!bl Why Dmipe!, m f4—tsd dN 111,S, It WthIstal WdTd«de RI MI. Th qpW dtie TOD lidsq MI s, dn2T«ss,106ti s%M,. imt.11 u W Nrllj MIT, 12wesrf9dl.jd w' 80083 ne Rti:defDes;se rd Qcrer:. Ill ra!eisetw!zt&TDD rdlit pialtreseaspilNuesdtle pilliy(rayaed Sdrry d'rarNln(t(1ffaN!sbrddr TtINSTU«erdvextdex pee«t pida«. Ril teflas!lerespafi:l:ties redbnsdinT!ess Dedp«.uns Dedp upa«mdins;Haafrm!«: n:es: 4451 St. Lucie Blvd. r1"isr Ifiel iro TI'tod$ idqu is nDUr trdlTed:ss!stded.Tit Trs.[,s!a[yietel l3 XDTLk idld9lrFf!j1M,efT«es Srs!en Ey««rr.ar5.d5y. IB eq uadx;as nem ddadb116!. Fort Pierce, FL 34946 Copyright 02016A-]&oofLusses-AnthonyLlossboIII, P.I. Reproduction ofthis document, in any for& is probibited without the written permission hear A-1 Roof Trusses -Anthony L Tombis 111, 1`1 r Job Truss Truss Type Qly Ply A0178037 XCAS5524A A06 Common 4 1 �J.bReference (optional) Al Root l russes, Fort Pierce, I-L ;,4946, oesignLai rruss.com r(un: m iz( s rvov t[ cut t rnnr. o.:zu 5 tvov :< <u t e rat t UK muusun b, rnc. r uC .,drr 40 1�. IU. If w I ID:In1 EI4n4krFMR5vCX81ws4z2Ovo-mwdK9jolwbcilZi7AS3gthgmDuEwoMNRQPGjE �1-6-Q 6-3-12 14-0-3 20-6-3 27-6-0 34-3-1 41-1-5 47-11-6 55-_0 56-6- a 5x6 11 Dead Load Defl. = 7/16 in 4.00[12 7 6 8 T 5 4 9 10 2x4 ,� 5 W7 2x4 3 Wg 11 } 0 1 2 1 1213C4 yM to 6 30 31 21 32 20 19 33 3435 18 17 16 15 14 36 — 5x8 = 4x6 = 5x6 WB= 4x6 = 4x6 = 18-1-2 25-2-12 34-3-1 43-6-13 55-0-0 4�13 13 9-6-5 7-1-10 9-0-5 9-3-11 11-5-4 Plate Offsets X Y 2:0-3-0 0-1-12 , 12:0-3-0 0-1-12 , 18:0-4-0,0-3-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.48 14-29 >749 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.90 14-29 >397 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.03 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.13 14 >999 240 Weight: 289 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 2-30=-565/1256, 2 31=-708/1270, LOAD CASE(S) OTHERS 2x2 SP No.3 *Except* 21-31=-708/1270, 1-32=-524/478, Standard SB1: 2x4 SP No.3 20-32=-524/478, 1-20=-524/478, BRACING- 19-33=-1107/1313, 33-34=-1107/1313, TOP CHORD 34-35=-1107/131d, 18-35=-1107/1313, Structural wood sheathing directly applied or 2-2-0 oc 17-18=-383/589, 1I6-17=-383/589, pudins. 15-16=-361/980, 14-15=-361/980, BOT CHORD 14-36=-1303/180�, 12-36=-1303/1802, Rigid ceiling directly applied or 2-2-0 oc bracing. 12-37=-1052/197 WEBS WEBS 1 Row at midpt 3-21=-556/782, 5-F1=-648/845, 6-18, 7-18, 8-18, 9-16 5-19=-868/1006, 19=-716/869, MiTek recommends that Stabilizers and required 6-18=-1201/1270,1 7-18=-1507/1270, cross bracing be installed during truss erection, in 8-18=-1478/1427 8-16=-536/808, accordance with Stabilizer Installation guide. 9-16=-1063/1121 9-14=-338/612, 11-14=-637/880 REACTIONS. (lb/size) 2 = 679/0-8-0 (min.0-1-8) NOTE 18 = 3501/0-5-8 (min. 0-4-2) 1) Unbalanced roof live loads have been considered 12 = 980/0-8-0 (min. 0-1-8) for this design. Max Horz 2) Wind: ASCE 7i 10; Vult=170mph (3-second gust) 2 =-221(LC 13) Vasd=132mph;. CDL=5.Opsf; BCDL=5.Opsf; h=25ft; Max Uplift Cat. II; Exp C; Egcl., GCpi=0.18; MWFRS (envelope) 2 =-413(LC 8) and C-C Exterior(2) zone; cantilever left and right 18 =-1377(LC 8) exposed ; end vertical left exposed;C-C for members 12 =-562(LC 9) and forces & MWFRS for reactions shown; Lumber Max Grav DOL=1.60 plate grip DOL=1.60 2 = 818(LC 23) 3) All plates are 3x6 MT20 unless otherwise indicated. 18 = 3501(LC 1) 4) Plates checked for a plus or minus 0 degree 12 = 1077(LC 24) rotation about its center. 5) This truss has been designed for a 10.0 psf bottom FORCES. (lb) chord live load nonconcurrent with any other live Max. Comp./Max. Ten. - All forces 250 (lb) or less except loads. when shown. 6)' This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a 2-3=-1385/893, 3-4=-988/510, rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 4-5=-832/522, 5-6=-480/889, 6-7=-1244/1880, 7-8=-913/1490, 10.0psf. 8-9=-1851437, 9-1 0=-1 242/969, 7) Provide mechanical connection (by others) of truss 10-11=-13821958, 11-12=-1960/1563 to bearing platel capable of withstanding 100 lb uplift at BOT CHORD joint(s) except at --lb) 2=413, 18=1377, 12=562. 2-30=-565/1256, 2-31=-708/1270, 8) This truss has been designed for a moving 21-31=-708/1270, 21-32=-524/478, concentrated load of 200.01b live located at all mid 20-32=-524/478, 19-20=-524/478, panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5edeg-nnnnurrgHy �>•bK tx •aa goer n:5sn srulrg srgau rTlas a (n!(iDDls (Dsloxt una•; urrDluau(gr Ixz redj drop gemden ulnrl elves a nisl:ns Drsgrhniylfft'�, ul iM 1rnWy1.Ic3frN li lddwe4eslf,4Rnt. Odsss eDv+ise sldel eerte 1➢P,sa'y W1TlFnue!nrj:eb5 ilni!!Iitnlf lEt lllllr 6e rdle. AsOm Doi],feyiuep.e.Spidt6gireM,fl:S!d lr eryTO npnuhn�ms.�adlDlgld?411red egberfeg reynsililalbrlle les:gnet ne s:tritTnss kgmr/rrnemD aep, eeferTr�l. tEe d'Slgn nsrmFrun,ludRgcaHnns. uecHl:ry Anthony T. Tombo lII, P.E. ' anedn;sln,f<rrrrgdirrgirtxrespxsiaimdteeonecnee.uh�a�mdeeaenuldwgony,axrnnddnrix,nela:adnebad gA€egnde.M.TtengmeldtlelDDeaWhilluedtie amid lkAbn.n:ege.nmomnudtnrigssN!�enspesa:lryd z80083 Dagaxegges rd tsa-emr.rantsutmtsth ED rnlfspwoolpitIm do klNgRepna Sderytieaalu(t(Sf pw4iii 4 IM NSKA.'wdvwd`.pun!plum lM1l kh�sten;pa5l�nes e�'C��dYeT:ns lhuper,T:ess7es`.pGgrenmlTms6'mU:krecwxss anSS>f. 4451 St. Lucie Blvd. slemu/dbNlyoGn:m rpeed rgrrbrAfiq gy dlrtrt:n ludrei lgeTnu C,na [slneer is qCi Ce gzlag Dniprr,n7 Syr opsnr r'. ®r All rs7 Liar{?giros rnnddadbiPn. Fort Pierce, FL 34946 CoptTigbID2016A-liaalimsses-An!hanylTombolll,P.L Peprodudionofthisdommenl,inany lotm,isptohihilledwithUfthewritteaptsmissionhnmA-I&oolNSSU-AnthanyT.TamhDIII, P.E. Job Truss Truss Type Qty ply XCAS5524A A07 Common 1 1 A0178038 Job Reference (optional) 6S1yers- a Itj-.WIeI Run. 6.i20 s Lvov iZ zui r rnnC 8.i20 s Nov 1Z Lu17 MITek Industries, Inc. Tue Jan 23 14:10:17 2018 ID:In1 E14n4krFMR5vCX81 ws4z2Ovo-mwdK9jolwbci1Zi7AS3gthgljuGYoQZRQPGjE 15-8-1 23-0-12 27-6-0 33 4-9 41-8-1 48-1-0 55 0-0 6-6- 7-6-2 7 4-11 4-5 4 5 10-9 8-3 8 6:-15 6 11-0 5x6 = 4.00 f 12 AvA �� IV -ta it -- -- -- -. .- .. -- .,, -- 4x6 = 2x4 11 8-2-0 23-0-12 5x6 = 48 = Dead Load Dell. = 3/8 in 4x6 = 12 Is3y 406 LOADING20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.43 15-17 >889 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.82 15-17 >468 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.77 Hori(TL) 0.06 11 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Wind(LL) 0.18 13-15 >999 240 Weight: 301 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T4: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W& 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-2-15 oc bracing. WEBS 1 Row at midpt 3-19, 5-18, 6-18, 6-17, 7-17, 8-17, 8-15 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 633/0-8-0 (min. 0-1-8) 18 = 3354/0-5-8 (min. 0-3-15) 11 = 1174/0-8-0 (min. 0-1-8) Max Horz 2 = -221(LC 17) Max Uplift 2 = -397(LC 8) 18 = -1316(LC 8) 11 = -647(LC 9) Max Grav 2 = 763(LC 23) 18 = 3354(LC 1) 11 = 1239(LC 24) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-960/476, 3-4=-360/693, 4-5=-339l757, 5-6=-1142/1705, 6-7=-97/603, 7-8=-121/617, 8-9=-1059/930, 9-10=-2170/1796, 10-11=-2486/2035 BOT CHORD 2-30=1216/1515, 2-31=-440/838, 21-31=-440/838, 21-32=-440/838, 20-32=-440/838, 19-20=-440/838, BOT CHORD 2-30=-1216/1515, 2-31=-440/838, 21-31=-440/838, 21-32=-440/838, 20-32=-440/838, 19-20=-440/838, 19-33=-685/781, 18-33=-685/781, 18-34=-1588/1773,17-34=-1588/1773, 16-17=-62/450, 16-35=-62/450, 35-36=-62/450, 36-37=-62/450, 15-37=-62/450, 14-15=-992/1555, 14-38=-992/1555, 13-38=-992/1555, 13-39=-1749/2294, 11-39=-1749/2294, 11-40=-1403/1878 WEBS 3-21=0/354, 3-19=-1067/1066, 5-19=-278/594, 5-18=-1231/1217, 6-18=-2531/2250, 6-17=-1560/2011, 7-17=-617/391, 8-17=-1265/1350, 8-15=-767/971, 9-15=-913/1071, 9-13=-486/676, 10-13=-427/605 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) 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) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=397, 18=1316, 11=647. 9) This truss has been designed for a moving concentrated load of 200.0111b 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 &'uuq rlenetkuegklyrcierrx'Li 1D0. nDSiB{'>Ftla'10EDa/.1T111S8rDlCDlfiii NSIOwj ElR9')A(xTOA'><DOtiTMi'Mc Tell ddpiusoders e¢d ns9ld:s e11Mmes Dwp Dserigl@Pe!Ih Adkull.lerke0,KId— Simi tt!ue ut. Odessdhr•iseserAeetk,UD,.fy IsrTeko*"rj!cm dsheselhrltfTDDlausdil.sseLwsDeuivleylre,jl.e,spaefiy6d¢ee„tk!sedeemylDDrep,enstetmylmatdIlerrd!5usvdegnetdsp,sptulillgbrlPefes!pwthsnDltTnssd!pie!I,tkelDDwlT;selerT%d.T[2i!s'g¢xvrplas,brs+gtrsdnns.unekm;y AnthonyT.TomboIII, P.E. e;d lsedSIST.%sf; ur101bit Re resyusiTAordtie P.vr,tk Or,isrhrrHtdepl to toe 10161 Duilm,n ikteehddtet@(,otis;alIke hod ko'07stroulMI. Re gy;tsddfL SDD 1>fesy Aeld nedfieTnx."m9r4q tsA;¢q. sSrgg itshllelin alh,s3 skd esh twda;!:fyd s80083 ' Ilt1.4t; es;!aeeriQaaMs:.III sda1toImTDDNIaressittsmspiidn!sdtl!WAIIIof"S911fW-nenil{ttSfleNlsW4111MSOuealsoe. presetepe.LTtrlt'Imilm spaiuTesmedout3emssD'sirim eessoe:pbptre¢dTossMd., was-. 4451 St. Lucie Blvd. tAesrist lftrl kris 1¢sird ¢freed fps issmfiq ky01 pr,:es Iesdrti 1keTna Non Egh,r Is 401 rh Mint Desilser,,Tries Syshz bl sees dsay S¢OAq. All eq tdaelnrru sure us duel I,IN 1. fort Picric, FL 349G6 (opliighi02016A-ltaoffeosses- Anthony 1.TomboIII, P.I. Reproduction ofIMSdocument, inanyfotm,isprobibitedwithout the written permission from A-IteolTrusses-Ant6onyl.Tomboltl,P.E. I. Job Truss Truss Type Qty Ply A0178039 XCAS5524A A08 Roof Special 1 1 Job Reference (optional) Al Hoot I russes, Tort coerce, ru i4&4b, Oeslgnfcypaitruss.cOm 11-6-0 6-8-0 15-8-0 Mull. O. ILIb IVUV ILLU If rill 11. O. ILV.I IVUV IL GV 11 IVII I— 111UU-1— III,.. .U. ITV r-�. rv.rV cv ras I D:In1 E14n4krFMR5vCX81 ws4z2Ovo-E6BiN3DNhvkYei H Kk9a3QvCyalbtXpUaf3OHr 4.00 F12 5x8 II 2x4 11 7 6 4x6 % T 4 5 W • 3 W4 3 �12Bj i o 36 37 27 26 38 25 39 2423F 40 2x4 11 4x6 = 12x1 4x6 = 0-0 3x4 11 8 jt >2f 10 22 21 42 43A9 18 45 17 2x4 II 4x4 11 5x12 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.38 12-17 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.04 12-17 >370 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.22 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.55 12-17 >697 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 `Except` B4: 2x6 SP No.2, B5,B8,B2: 2x4 SP No.2 Wf-BS 2x4 SP No.3 *Except* W5: 2x6 SP No.2, W6: 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TAP CHORD Structural woad sheathing directly applied or 2-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing. Except: 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 20-23, 7-20, 9-20, 3-25, 5-23 2 Rows at 1/3 pts 7-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 191/0-8-0 (min. 0-1-8) 13 = 916/0-8-0 (min. 0-1-8) 23 = 4087/0-5-8 (min. 0-4-13) Max Horz TOP CHORD 1 2-3=-543/1343, 3 1439/2110, 4-5=-1414/2152, 5-6=-2238/3042, 6-7=-2020/3001, 7�8=-344/970, 8-9=-574/1006, 10-11=-329/230, 11-12=-1432/1083 BOT CHORD 2-36=-507f770, 2- 7=-12371768, 27-37=-1237/768,27-38=-1237/768, 26-38=-1237/768, 25-26=-1237f768, 25-39=-2001/175 , 24-39=-2001/1759, 23-24=-2001/1759, 20-22=0/322, 8-20=-462/647, 20-42=-128/273, 42-43=-128/273, 43-44=-1281273, 19-44=-128/273, 89=-757/1323, 18-45=-757/1323 17145=-757/1323, 17-46=-757/1323 12-46=-757/1323, 13-48=-3718/4889 WEBS 6-23=-434/604, 20-23=-1559/1574, 7-20=-1 151/1310 , 9-20=-1 132/1099, 9-19=-290/556, 111-19=-1153/1096, 11-17=-25/386, 7I-23=-2868/2278, 3-27=0/367,3-25=-1334/1308, 5-25=-230/571, 5-23=-1271/1285 2 = -221 LC 13) ( NOTES - Max Uplift 1) Unbalanced roof live loads have been considered 2 = -284 LC 8 for this design. I 13 =-524(LC 9) 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) 23 =-1518(LC 9) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Max Grav Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right 2 = 528(LC 23) 13 = 969(LC 24) exposed ; end vertical left exposed;C-C for members 23 = 4087(LC 1) and forces & MWFRS for reactions shown; Lumber DOL=1.60 platelgrip DOL=1.60 FORCES. (lb) 3) All plates are 3x6 MT20 unless otherwise indicated. Max. Comp./Max. Ten. - All forces 250 (lb) or less except 4) Plates checkgd for a plus or minus 0 degree when shown. rotation about itts center. TOP CHORD 5) This truss has been designed for a 10.0 psf bottom 2-3=-543/1343, 3-4=-1439/2110, chord live load onconcurrent with any other live 4-5=-1414/2152, 5-6=-2238/3042, loads. i 6-7=-2020/3001, 7-8=-344/970, 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a 8-9=-574/1006, 10-11=-329/230, 11-12=-1432/1083 rectangle 3-6-Oltall by 2-0-0 wide will fit between the bottom chord al d any other members. Dead Load Defl. = 11/16 in In o I046 4 46 16 1547 4x6 = 4x6 = 3x4 = 4x4 II PLATES GRIP MT20 244/190 Weight: 320 lb FT = 0% 7) Provide mechanical connection (by others) of truss . to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=284, 13=524, 23=1518. 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 sndg.nee:tnngNyrs,Iewise 8d13OFWSSISrs IE U1311TEN A(OF111060510XSIVWIIMIKE@SWI f—Ver4d"iylrf�l0derf Ainhales NUI ISS/PSognvlJlRWe3ibIskeyl.I.IIo IE(deeA1SIY!E2S'eeS.U&I :LnH�ISe dllnnelpD,lj 1JiTeiuenmry!¢:esstdikrsed6rrte nDla Ee I16d. beTmsoesip Esprxu¢e,sy<omEE,dustNaarelnvgTDOnpesertsnunpa:ed!le pahsfned eniuerignsrasuli!rty'm: ne lx��ef ne treTnss lry;nsreenemoouF,wenlnl rcearug,nnmpiea,llstkymemns,smouuq Anthony T. Tombo 1II, P.E. Iths,fit, Tnstferlq 1d111n I, ISI"'?,milay dreea mne O.visl:�rirld epeie"Ile WE. 0esilas!,al, rldendrn n(,d:i", nlne Welb1nnle.1 Mi. ihsyplldd tit loom "Ni Ist dnl Tress.W.6a ta*q'arge, i"t.Mheni EnMAlois N tvPsiid:n d .280083 ' n1CAX19Ot5'J�.!WrLA.'efq!.1Ln4f5tin7ielEllUDellnerl�l(nfdijelldn!Sdih(dlGg4e:hemSdtiyiti•n[tln;liil;iltlf�ettyl?IwdfrUmrdvteshrP.M!pinn_TRIteSnsnerteyYS..:tUSWdenefll!lwbmseer,LnsOnOEsgcernsrnssdndls!n,axss 4451 St. Lucie Blvd. s3eldu(dis[i tyo{em:Nege's sill®rlmg ly dlylr, sisslflel. Tie Toss Geuy7(gnen4101 b W4.1 Ufper, I,TrnsSys+sa Egntr d®y inlIq Fort Pierce, FL 34946 (opyrighl D 2016 A-] Roof Times -Aolhony1. Tanabe III, P.l. Repnodudiono( This dommeni,in any torm,isprabiEHidwisElulthe wrineopesmissionfrom A -]Roof Tresses- Anthony T.TomhoIII, P.E. Job Truss Truss Type Qty Ply XCAS5524A A09 Hip 1 1 A0178040 Job Reference (optional) .,, RVUI r rubbcb, Furs rrcrcc, rs_ .rta•eo, uebrynLd ILIelbb.Wlrr Run: o. tzu b Nov iz zu i r rnnc: a. izu s Nov i z zu 1 i not i ex inausmes, Inc. 1 ue .lan zo 14:1u:Zu Zulu ID:In1 E14n4krFMR5vCX81ws4z2Ovo-BVJToirdCW?GuORisadXVKIJC6Gy?kAt6NVC 11-6-0 6-8-1 15-8-1 23-0-12 26-3-14,28-8-2. 32-10-0 , 39-4-1 4S-4-1 51-8-n . SS-n.dr!Zrlr.n 4.00 F12 2x4 11 5x8 11 5x8 11 Dead Load Defl. = 11 /16 in 6 7 8 3x4 11 9 4x6 T q 5 g 10 4 11 � W1 12 3 W4 8 2 es p 1 Lo 2 1 1 13 Ln o 141 . Io c4 6 38 39 28 40 41 29 26 4243 44 45 22 46 484920 19 50 18 4x6 = 51 52 59 27 4x6 = 25 24 23 2x4 11 4x4 1117 16 4x6 —_ 2x4 II 5x10 = 4x8 = 3x4 = 3x4 = 4x6 = ' 5x10 = 45-4-1 , [21:0-4-0,0-2-8], [23:0-0-8,0-1-8], LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) -0.39 13-18 >977 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -1.07 13-18 >360 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.23 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.56 13-18 >679 240 Weight: 329 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except' T3,T4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` B4: 2x4 SP No.3, B7,B6: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W& 2x6 SP No.2, W6: 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-8 oc bracing. Except: 10-0-0 oc bracing: 21-23 WEBS 1 Row at midpt 3-27, 5-25, 8-24, 8-21, 10-21, 7-24 2 Rows at 1/3 pts 7-25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 217/0-8-0 (min. 0-1-8) 14 = 930/0-8-0 (min. 0-1-8) 25 = 4045/0-5-1 (min.0-4-12) Max Horz 2 = -212(LC 13) Max Uplift 2 = -292(LC 8) 14 = -534(LC 9) 25 = -1516(LC 9) Max Grav 2 = 537(LC 23) 14 = 988(LC 24) 25 = 4045(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-562/1278,3-4=-1360/2034, 4-5=-1334/2076, 5-6=-2159/2973, 6-7=-1955/2918, 7-8=-678/1320, 8-9=-330/912, 9-10=-527/953, TOP CHORD 2-3=-562/1278, 3-4=-1360/2034, 4-5=-1334/2076, 5-6=-2159/2973, 6-7=-1955/2918, 7-8=-678/1320, 8-9=-330/912, 9-10=-527/953, 10-11=-276/292, 11-12=-395/275, 12-13=-1499/1127 BOT CHORD 2-38=-4881760, 2-39=-11741716, 29-39=-1174/716,29-40=-1174/716, 28-40=-11747716,27-28=-11741716, 27-41 =-1 929/1684, 26-41=-1929/1684, 25-26=-1929/1684, 25-42=-1779/1924, 42-43=-1779/1924, 43-44=-177911924, 24-44=-1779/1924, 21-23=0/283, 9-21=-420/591, 21-47=-96/306, 47-48=-96/306, 48-49=-96/306, 20-49=-96/306, 19-20=-800/1387, 19-50=-800/1387, 18-50=-800/1387, 18-51=-800/1387,13-51=-800/1387, 14-53=-3806/5019 WEBS 3-29=0/362, 3-27=-1322/1307, 5-27=-226/594, 5-25=-1288/1284, 6-25=-405/572, 8-24=-1318/1083, 21-24=-1350/1586, 8-21=-856/1012, 10-21=-1135/1103,10-20=-294/558, 12-20=-1154/1096, 12-18=-25/386, 7-25=-2939/2320, 7-24=-1440/1750 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) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of" 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=292, 14=534, 25=1516. 9) 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 CASE(S) Standard Ztti'cuq • nnun,Rgarneie.,�•x l roa mlt6rutta� eDElett[ws+mlances nsTDn{6<ns;uaCGts"cSYElri' 6sa; re;iy Hsip rutaden od rtcledn nsfsLess 9esia Jir+iyfR�e� I� lrtln71.1esSal LE lddeae A:si Fein ns. 0dess dku.ise dddtetlelDD,a'p WTe4wndea pftsshll4 melhrlterlDnbe,dLL AseIIns Desgv hplreep.e.S,u:Mly 6pn!r;,CoudnaplDD seprnms rt,nxl:e elMprdessindrw'aeMg rynsitltattrlSe ltsiedlks��tTmsilpd!Iat1eTDOniy, ewer trot. Tts rrs±pannapnw.le�ar<uenxs.smcliDtl Anthony T. Tombo III, P.E. ,:Arse Ails TimsSrnl 10161 is ikrespn!Ibliry MDminr lieu 80083 h t,1U)Des"rmd N-W4!. All nos sdod lt.0 and la psrau-1 gr i.4.!s dsls lnliq (oar mSd,srhSram,e;rrSl p3ItswAj TPl oat SHA me:dmea ul4 teoenl FInta.4451 St. Lucie Blvd. s3er Iladdmdlrote9Rdegeed,p,onmiaylydipMtsine!niraeTnssCrd,argieenLXGTt,tit.1Drtpoer,nTnssSrs§abo.'e.®rSnluy. N waae;osnecsdd dlonTt. Fort Pierce, FL 34946 Copyright ®2016A-I Roof Trusses-AnthonyL Tombo III,P.t. Itpoduction Alibis document, in any lam is pichibhod without the riffen permissin ftom A-1 RoofTrusses - AtaboyL Tomb III, P.I. Job Truss Truss Type Qty Ply A0178041 XCAS5524A A10 Hip 1 1 Job Reference (optional) Ai Koor I russes, r-orr merce, t-(- 34ti40, ees!gnraa A truss.com Run: 8.12Q s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:21 2018 Page 1 I ID:Inl EI4n4krFMR5vCX81ws4720vo-fhtr?5rFzg77VAOvPl8m2XgTzWcLkBU 1 L1 ExN7zsT3W Dead Load Defl. = 11l16 in 4.00 12 6 8 = 5x8 11 2x4 II 3x4 II 6 7 8 9 4x6 % T 4 5 10 4 � 11 en A 14 %12 g W4 W1 H 2 s6 T2 5 1 2 13 14 � Io 0 38 39 28 40 41 26 42 4344 45 22 Q 4$4g0 1950 18 51x6 52 5 29 27 2 24 23 2x4 II 17 16 4x6 — 2x4 11 4x6 = 5x1 I = 4x8 = 3x4 = 4x4 I I 4x6 = 5x10 = 3x4 = 33-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.39 13-18 >987 360 TCDL .15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.05 13-18 >364 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.23 14 n/a n/a 9CDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.56 13-18 >687 240 LUMBER - TOP CHORD 2x4 SP M 30 `Except' T3,T4: 2x4 SP No.2 BOT CHORD 2x4 SP M 30'Except* B4: 2x4 SP No.3, B5,B2,B8: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W5: 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-0 oc bracing. Except: 6-M oc bracing: 21-23 WEBS 1 Row at midpt 3-27, 5-25, 8-24, 10-21, 7-24 2 Rows at 1/3 pts 7-25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 207/0-8-0 (min. 0-1-8) 14 = 922/0-8-0 (min. 0-1-8) 25 = 4063/0-5-1 (min. 0-4-13) Max Horz 2 =-202(LC 13) Max Uplift 2 =-291(LC 8) 14 =-531(LC 9) 25 =-1548(LC 9) Max Grav 2 = 527(LC 23) 14 = 980(LC 24) 25 = 4063(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-538/1325, 3-4=-1377/2088, 4-5=-1 35112130, 5-6=-2177/3001, 6-7=-1980/2916, 7-8=-572/1164, 8-9=-384/942, 9-10=-554/981, 10-11=-249/270, 11-12=-369/253, TOP CHORD 2-3=-538/1325, 3=-1377/2088, 4-5=-1351/2130,5-6=-2177/3001, 6-7=-1980/2916, 8=-572/1164, 8-9=-384/942,9-1=-554/981, 10-11=-249/270, 11-12=-369/253, 12-13=-1469/110 BOT CHORD 2-38=-512/785, 2- 9=-1220/723, 29-39=-1220/723, 29-40=-1220/723, 28-40=-1220/723,27-28=-1220/723, 27-41=-1981/1709,26-41=-1981/1700, 25-26=-1981 /170 0 , 25-42=-2148/2235, 42-43=-2148/2235, 43-44=-2148/2235, 24-44=-2148/2235, 21-23=-34/274, 9-21=-360/517, 21-47=-94/282, 47-48=-94/282,48-49=-94/282, 20-49=-94/282, 19-20=-775/1358, 19-50=-775/1358 18-50=-775/1358, 18-51=-775/13% 13-51=-775/1358, WEBS 3-29=0/365, 3-2 II=-1328/1307, 5-27=-228/587, 5-25=-1282/1284, 6-25=-390/545, t3-24=-1223/969, 21-24=-1225/1506, 8-21=-618/802, 10-21=-1141/1110, 10-20=-293/558, 12-20=-1150/10 1, 12-18=-25/385, 7-25=-2854/2263, 7-24=-1613/1959 NOTES- 1) Unbalanced ' of 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) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 81 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adeq�ne drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. PLATES GRIP MT20 244/190 Weight: 325 lb FT = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=291, 14=531, 25=1548. 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. LOAD CASE(S) Standard *W4.11mse4-111rrerle. Wk.]IgCFfll!SSO iE00'I Mil!(TE16IS8[upMll[HS NS70ffij dn0'jA(r1gGLP5NEtli lwm. ferg9esip pornders lad reled>sa,fds tressges!�n 7arviylR4; 1d IhAdkmrl.I.Ml. rL ldnere S!m!t:4else, Ildess dowse dddrefis 70":j AhT1koemokriA, sill hrselhrbMIs ie.dil. Aseirns Desip 6yisrt(I.e,Sx:W'g6tleex;,R!sednegl(fOsepresetlsnvse,^„�.ndlh psa':ssind ecesrriepiespnsiri(�i; lie les:pndm s4sTnss{sjnelatleillP Ailtaa,,IN. 7te Hs!p�nvoptuu. bslalmtmxs,smd!!ry Anthony T. Tombo III, P.E. ed lsedfds ints4. 11p id!firp itlksespu!iHlihdt40.us.fie0.aeitrh9Ed epdctk lditile Uesipmr,wot ndeddda lt(,51�:(a1ffilrtd W01Mens"KI.Ties{{sln;et!h T10 u/nr Bdd nedfie inst.mdenalxlicy nr4e, iefilidirt ud krrt'sg siillks d�re!pwsli{:hd �80083 ' shkil:sp0ti-g^m"iIc'mrii!. All "!esselwtiefTOWlit ponesndpdshesOW10h.1 rianSdephomdluilM,pillsuu!4InalSlUvardom<Sfipeen!p9meTe;l(shavleresµtii'TesWoOssVo11hosshipx,l:ess9espFngiakr.3TrnsNanar.!e:es,a!eu 4451St.Lucie Blvd. 13eeviu lrfildlpo 6d:m 11seelepe!. vrigil dl parrvm!misei Tk,Trs,,Wlp1Fgi.,I, IN fps Uhl ges:gier,nTnss Sp se Esp.sudmlmie'p. Allgddadlv.smemddddinirll. Fort Pierce, FL 34946 (optnighl042(t1dA-1Roolhusses-Anlhonyl.TomboIII, P.i. Repmdodianohhisdotomem,inonyform,ispsohibte without the written permission from A-1RoofTrosses- Anthony LTomhoIII, P.L Job Truss Truss Type Qty Ply XCAS5524A A11 Hip 1 1 A0178042 Job Reference (optional) "00j r r uaaes, rui s rrerce, ri� rev'fo' uesigntga rlruss.com Run: 8J20 s Nov 12 201 / Nnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:22 2018 Page 1 ID:InlE14n4krFMR5vCX81ws4z2Ovo-7uQDDQsuk7F 7Kb5z?f?akNc2vzITe2Aah_UwazsT3% 1 6-8-1 15-8-1 23 0 0 23- 12 32-0-0 3 1 -0 39-4-1 45-4-1 51-8-0 55-0-0 6-6 6-8 1 9-0-0 7-3-15 0- -12 8-11 4 0-1 6-6 1 5-11-15 6-4-0 3 4-0 3x4 11 Dead Load Defl- = 5/8 in 4.00 12 10x14 MT20H� 7x10 MT20HS/I TA 7 8 4x6 5 T 4 . 9 4 W6 10 en 3 W4 Wg 0 11 17 T I 1 2 12 r� 3 on d 36 38 42 4&p419 17 4x6 = 1483Io 37 27 26 25 39 24 23 40 22 21 1845 46 1547 2x4 II 16 4x6 —_ 2x4 I I 4x6 = 10x14 = 4x4 11 4x4 113x4 11 4x6 = 5x12 = 33-10-0 -2-1 23-0-0 23-0-12 32-0-0 321" 39-4-1 45-4-1 51-6.0 55-0.0 1-ti-71 7-5-5 7-3-15 1%2 8-11.4 W1d-0' 5-6-1 t 5-11-15 6-4-0 3-4-0 1-" Plate Offsets (X,Y)— [2:0-3-0,0-1-121,[5:0-3-0,0-2-81[6:0-1 1-7 0-3-0] [7:0-3-1 Edge] [12:0-2-4 0-0-01 [13.0-3-0 0-1-12] [20.0-4-0 0-2-81 [22.0-2-0 0-0-81 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 0.94 Vert(LL) -0.37 12-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -1.00 12-17 >382 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.21 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.52 12-17 >728 240 Weight: 324 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except- T3: 2x6 SP No.2, T4: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `Except- B4: 2x6 SP No.2, B5,B2,B8: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W5: 2x6 SP No.2, W& 2x4 SP M 30 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purins. BOT CHORD Rigid ceiling directly applied or 3-11-2 oc bracing. Except: 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 3-25, 5-23, 20-23, 9-20, 7-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 18510-8-0 (min. 0-1-8) 13 = 883/0-8-0 (min. 0-1-8) 23 = 4126/0-5-1 (min.0-4-14) Max Horz 2 = -186(LC 13) Max Uplift 2 = -285(LC 12) 13 = -517(LC 9) 23 = -1606(LC 9) Max Grav 2 = 501(LC 23) 13 = 944(LC 24) 23 = 4126(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-518/1400, 3-4=-1413/2169, 4-5=-1388/2211, 5-6=-2238/3086, 6-7=-2048/2905, 7-8=-596/1141, 8-9=-668/1119, 11-12=-1339/985 BOT CHORD 2-36=-509/770, 2-37=-1291/722, BOT CHORD 2-36=-509/770, 2-37=-1291/722, 27-37=-1291/722, 27-38=-12911722, 26-38=-129lf722, 25-26=-1291/722, 25-39=-2058/1734, 24-39=-2058/1734, 23-24=-2058/1734, 23-40=-129/276, 22-40=-129/276, 20-22=0/321, 20-42=171/357, 42-43=-171/357, 43-44=171/357, 19-44=-171/357, 18-19=-662/1234, 18-45=-662/1234, 17-45=-662/1234, 17-46=-662/1234, 12-46=-662/1234, 13-48=-3536/4721 WEBS 3-27=0/367, 3-25=-1329/1302, 5-25=-229/577, 5-23=-1295/1308, 6-23=-1481/1339, 20-23=-1161/1202, 7-20=-575/734, 9-20=-1139/1105, 9-19=-288/554,11-19=-1142/1086, 11-17=-23/384, 7-23=-2445/1984 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding: 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=285, 13=517, 23=1606. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid s panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 1!dq-One 4ueg9JlnlexNk A I IOL; 09SSSi SFOrIj [dNERt iE1N5 a rQNfAI CNS (DSIOxj K7]'jr(LNDrlEO dF f fr , U-4 hup porwi s sdreadOAK mWlams Om q D-iylltl r i ra AdlerT.Ta oir, rt. Ndneae Slni Esireast. Udess e 4 +itr ddd rr 6r1PD,q p lLiehnarNrr!skse9sll:t uerfirlGel)Dnu:did.AsaT—Dedp hTlad{Ie,$e:ulg F,pntrr�e uslnor7110 rerrz:alsnuat�rsdlM dsd:vlxd eu:ketlerns,nnuurft; ne rn:banes'cdem:stap;d:rnee toua¢,.a1dTPFi. Tu rn rrnnnpins,fectalurdnxs, nadary Anthony T. Tombo llI, P.E. .do,dnu T.0sreglvAhl is 11nsµselbloy.1hOmr. N OrniO3drdrex or lh ruling Desgnr,mfktesteddie IK'M3CmdfhIona! la'dzndea lMI. Tle ai;m!dIke TOO .4 kyWne dde Tnts.in:14Iwiq.s%rq#,I"VIda. mehrtq 3hdltt 5a respassia+9¢d «80083 ' Nhl.OIhsj.WUsaam.111.1sit] W:teh7DDIdite1 un®fJ.iedn:sefriehilGq(talaaedSdfryh:'vosanjl0l}rdasld4IMWSlUndatd1lsfpsrnpImLTPIh5ns3zrespmn,aiesMuttsa!3.7.essDrdperAftsOes;aEagasnmlTnssllndexer.w:ms 4451St.0083Lucie Blvd. eAerdu OeDrd lratedaaa sled alas fs vaDq Ir dl dm;n Imdni The Tnss C�esI;a Eq'rret ii NOT 44 NsldaO Ge;:Oid, nTms 1ys'eu iyir:er dmr h+il7iaq. ul rq:�dad4ros rem ddael1a11T1. (oPyrighl(02016A-1Roalhusses-Anlhany1.Tembo111,1`1ReprodudionofThis document, inany brm,ispsobihiiedwithudthe wrinenpesmissionhomA-1RooiTrasses-AnihonyLTomb Ifl,P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0178043 XCAS5524A Al2 Hip 1 1 Job Reference (optional) Al ROOT trusses, t-or( coerce, r-L Ae4o, aeslgn La I Ll Ubti.Wn1 21 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:22 2018 Page 1 1 ID:Inl E14n4krFMR5vCX81ws4z2Ovo-7uQDDQsuk7F_7Kb5z?f?akNcGvyhTd5Aah_UwazsT3V 4.00 12 5x8 11 6x6 7x6 = 6 7 8 9 4x6 5 4 3 2 PH 1 28 27 4x6 = 2x4 I I W7 W8 26 25 24 23 22 12x14 3x4 = IWO= 34-0-0 Dead Load Defl. = 11/16 in Plate Offsets (X,Y)— [2:0-3-0,0-1-12],[4:0-3-0,Edge],[6:0-1-4,0-2-8],[7:0-3-0,0 21:0-4-0 Edge], 23:0-0-8,0-1-8 d 0],[8:04-0,0-1-8],[9:0-3-0,0-2-11],[ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft TCLL 20.0 Plate Grip DOL 1.25 TIC 0.92 Vert(LL) -0.38 13-18 >999 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.04 13-18 >369 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.20 14 n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.55 13-18 >699 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x6 SP No.2, T4: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 'Except" B4: 2x4 SP No.3, B5,B2,B8: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W6: 2x6 SP No.2, W8,W7: 2x4 SP M 30 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 3-9-14 oc bracing. Except: 10-0-0 oc bracing: 21-23 WEBS 1 Row at midpt 3-26, 5-24, 10-21, 21-24, 7-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 180/0-8-0 (min. 0-1-8) 14 = 919/0-8-0 (min. 0-1-8) 24 = 4092/0-5-1 (min. 0-4-13) Max Horz 2 =-171(LC 13) Max Uplift 2 =-282(LC 12) 14 =-531(LC 9) 24 =-1628(LC 9) Max Grav 2 = 472(LC 23) 14 = 977(LC 24) 24 = 4092(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/1392, 3-4=-1429/2165, 4-5=-1403/2207, 5-6=-2192/2992, 6-7=-2206/3080, 7-8=-461/898, 8-9=-462/902,9-10=-546/943, TOP CHORD 2-3= 490/1392, 3 4r-1429/2165, 4-5=-1403/2207, 5-�6=-2192/2992, 6-7=-2206/3080, 7-8=-461/898, 8-9=-462/902, 9-10,=-546/943, 11-12=-348/223, 12-13=-1463/1091 BOT CHORD 2-28=-1283/680, 2-28=-1283/680, 26-27=-1283/680, 25-26=-2054/1751, 24-25=-2054/1751 � 8-21=-622/676, 20-21=-56/283, 19i20=-766/1353, 18-19=766/1353, 13-18=-766/1353 WEBS 3-28=0/345, 3-26= 1348/1326, 5-26=-236/566, 5-24=-1231/1230, 7-24=-1902/1757, h 0-21 =1 095/1049, 10-20=-295/557,1F-20=-1169/1115, 12-18=-25/326, 21-24=-299312710, 7-21=-2028/2532,19-21=-319/200, 6-24=-1011 /737 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7�0; Vult=170mph (3-second gust) Vasd=132mph; T C DL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; Enol., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8! MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10 11 2 L;::11 C? r 13 20 19 18 4.6 = 14 I 2x4 II 4x4 II 17 16 3x4 = 4x6 = 45-0-1 I 51-8-0 _ i 1 V 5-11.15 611 3-0-0 13:0-2 4,0-0-0],[14:0-3-0,0-1-12],[16:0-0-0,0-1-8], Ud PLATES GRIP 360 MT20 2441190 240 n/a 240 Weight: 327 lb FT = 0% 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 2=282, 14=531, 24=1628. LOAD CASE(S) Standard Invil" leerfiwrojder!!ir+IY'A 11001T1ZS5rS01(1'h 6 AMI. r(1FlS d(ORtflUs USIOla iLT;]; AMCd1!u91 6rz. Terif(dedp Pneadm urlredeal!smldsl�ess lesigakniylfC4; e41N ld1ur1.1!al>I,r.E(elaeae tl;slc are ns. Odessdhnis!ftdei eetYe101s,w!g IdietnRemrrses;liliMr;e(firstxTODlaurdie.Aseirns0esiphpms{I�,Sx:untbpu!rl.fl:vdnuTIDDnpumsecrmdaadlt!pda,sl!merl eri!are,gnnlildtb:lit des!pONsapeTms1#5drolit mou@,.atrMI. Tie hiipssuop:!e.AnthonyT. Tombo Ill, P.E. cdnrdtiu isss5!aq ldllirg is lh regxeiNlnrdhe 0.ia.11t Oexi srtitrA!dyrzd erlh tdl(irr Ouijrer,m MONdillul0.i le" Ilk I 11a:4nrdeal RLl. Tee cggmd d lie TOO neen Mdd es, itfi!Tnss.ie:Irfia Ra il. nrere,iefilldiw wd brcey sSdiM sl, .Y raPenr3T:gd 80083 ' INU1.j0n�a!Wcm not. Al"is sdWIMtiTOO nishe pranestaijM!Ia!sdtl!Mlne,(mvAmSell ltaarrnw;eu;punleg,ttlrASlGerrdwe�9M?—!pAnr-RHk5aeasn!µ-�:sa:nnrescn!sVMiter D'uper'ImsIses;gs6paznosirrosMmlr:xnr,a4ss 4451 $t. Lucie Blvd. rxHtlisl ldlyd ljoiad'm Bjlld lSrr lr vsitiej eJdl jueK lL�({!ti Tie TnSs UiI?,(itim is NOT Ix10.1 DtvVrr,rr Tres SfAe9 Egi,!lydOj SellA:ig. All I. Fort Pierce, FL 34946 (opyrigbllS11016A-Itool Trusses -AnihonyT.Tombo111,P.I. Reprodudon,dthiselamment,inany later, isprohibiredyrithelstthe written purnissionleast A-1Raollimsses- Anthony T.Tomho111,P.I. Job Truss Truss Type Qty Ply XCAS5524A A13 Hip I 1 1 A0178044 Job Reference (optional) an 6 eL,a a u U-IA)lII Hun: 8.120 s Nov l2 2U1 / t'MC 8A20 s Nov 12 2017 MITek h ID:ln 1 El4n4krFMR5vCX81 ws4z2Ovo-b4_cQ 12-M 19-M 23-n-12 37-1n-n . AA-n-n . ,Lomas - AG n_. 4.00 127x10 MT20HS= 46 = 5x6 = 3x4 11 7x8 = Inc. Tue Jan 23 14:10:23 2018 Dead Load Dell. = 11/16 in J1 30 29 28 27 26 25 24 �V 2x4 11 4x4 11 18 17 4x6 = 2x4 11 5x10 = 3x4 = 3x4 11 46 5x10 = 36-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.38 14-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -1.06 14-19 >364 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) 0.21 15 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Wind(LL) 0.56 14-19 >683 240 Weight: 332 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T4,T3: 2x6 SP 240OF 2.0E T6: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 `Except* B4: 2x4 SP No.3, B5,B2,B8: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W7: 2x6 SP No.2, W9,W8: 2x4 SP M 30 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 3-9-3 oc bracing. Except: 10-0-0 oc bracing: 23-25 WEBS 1 Row at midpt 4-28, 23-26, 7-23, 6-26 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 251/0-8-0 (min. 0-1-8) 15 = 964/0-8-0 (min. 0-1-8) 26 = 3977/0-5-1 (min. 0-4-11) Max Horz 2 = -156(LC 13) Max Uplift 2 = -302(LC 12) 15 = -551(LC 9) 26 = -1609(LC 9) Max Grav 2 = 503(LC 23) 15 = 1017(LC 24) 26 = 3977(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-416/1250, 3-4=-909/1752, 4-5=-1623/2234, 5-6=-1612/2336, 6-7=-2294/3177, 7-8=-436/841, 8-9=436/841, 9-10=449/857, 10-11=-82/364, 11-12=-393/361, TOP CHORD 2-3=-416/1250,3-4=-909/1752, 4-5=-1623/2234, 5-6=-1612/2336, 6-7=-2294/3177, 7-8=-436/841, 8-9=-436/841, 9-10=-449/857, 10-11=-82/364, 11-12=-393/361, 12-13=-472/344, 13-14=-1630/1239 BOT CHORD 2-31=-1154/602, 30-31=-1154/602, 29-30=-1154/602, 28-29=-163511210, 27-28=-2142/2090, 26-27=-2142/2090, 25-26=-83/259, 9-23=-541/633, 22-23=-436/675, 21-22=01373, 20-21=-911/1515,19-20=-911/1515, 14-19=-911/1515 WEBS 3-31=0/253, 3-29=-859/849, 4-29=-228/502, 4-28=1081/1068, 7-26=-1817/1648, 13-19=-18/343, 23-26=-3085/2691, 7-23=-2100/2636, 10-22=-582/685, 10-23=-1058/845, 6-28=-532/647, 6-26=-1951/1639, 1,1-21=-336/505, 11-22=-828/819, 13-21=-1220/1152 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) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5)'AII plates are 3x6 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=302, 15=551, 26=1609. LOAD CASE(S) Standard Ztiedq rinniersryNrnshMth'Ad IDCF RDSSr3{'ifRFPyEEWREtRWS8[0g(OID%(OSTONj tlOR'jE(13D61FDDYEXr b!a:. iHifr fetlp ins.dtn td redsdnaYssl�en Pnip haviq{RP sd ie Asiurl, Lech P;rLldaea:e sent FesTns. 0dus N!H*ise ddd se ieIDP,u'p VA mnNrp�ee!stdiE!slstlltitTPDbhedd.A!elrnsDe5lgeFlyinH{I.e,SpslelgFsgin!„i3ndeeagRDrepetltlifnHQpla'.teieerdnstn�eq�:empr!gennDrrTro;nelnwad0es�r/eirusesr;:tNnnelDDn¢,rsdai?Ft.ihdes;rnnnapiea,nrieg<nanns,smditry AnthonyT.Tornbo1II,P.E. rS neeii1I ssbrsq tdl611, Ikenspmi Iny IIN . mth 0ra6cftird sped r ne ral6q Dmigne,.Nutbe a ie Kit i:( retie bad smt.q ntendml. ih gpsn l dlh TDDMnrtidiue die inns. M,6gk f.F swele, iemlldin red k¢a ,Kie N itty si!1gd :. 80083 ietee.p D,LT. ed Reusata.lti—selwi zieHhllh p 5dimml pitdtini'IMpllftjWnee Seery W-ein(tar,psNishdiq Rlad SKA—elHe.elln MW p:9u2IIk5nsiernpe!aiSilties ndEriaki:TnssPeegen,LessoestgaCngi»eerml rrt!sUrW!!ene,u!ess 4451 St. Lucie Blvd. ei!rwin teisdldeW..ea sped spa itwslaq Igdl Itam Witt Thl"n CesiaFf.r It INN 10.10Vg'tr"(Trs!s sir.!.6gienr emrgedq. ID(q.tI.d:mtInas ddmdiRSl. (opyrigbi02016A-IRoafTmssts-AothonyLTamboIII, P-I-Reprodultiaaof This dommed,inany faint, isplobibiledwithculthe wri0eapermissioohemA-1FoofTmsses•AathasyT.Tomb 111,P.L Fort Pierce, FL 34946 t Job Truss Truss Type Qty Ply A0178045 XCAS5524A A14 Hip 1 1 Job Reference (optional) Al moot I russes, t-on vierce, rL 3 UI+13, OCSIyn(Wd I u uaa.wrII e. 16- 8-2-1 17-0-0 23-0-12 6- 8-2-1 8-9-15 6 0-12 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:24 2018 Page 1 ID:In 1 E14n4krFMR5vCX81 ws4z20vo-3GY_d6u8GIViMeITSQhTg9S-1 jdaxXkT1 ?Tb—SzsT3T 4.00 12 7x10 MT20HS11 I 4x6 5x6 = 3x4 11 7x8 = 5 6 7 8 g TA 5 4x6 %4 W6 W 3 4 A W10 1 2 2Al 0 19 18 27 26 25 24 23 22 21 4x6 = 2x4 11 5x10 3x4 = 5x10 = 8-2-1 8- 12 17-0-0 23-0-12 32-10-0 3 1 -038-0-0 45-4-1 8-2-1 0- -11 8-9 4 6-0-12 9-9-4 1-0-0 4-2-0 7-4-1 Plate Offsets X,Y — 2:0-3-0,0-1-12 , 3:0-3-0,0-2-8 , 5:0-3-1,Ed a 9:0-2-4 0 -S 12:0-2-4,0-0-0 13:0-3-0 0-1-12 , 20:04-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.78 Vert(LL) -0.38 12-17 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.07 12-17 >360 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.23 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.57 12-17 >669 240 LUMBER - TOP CHORD 2x4 SP M 30 `Except' T4,T3: 2x6 SP 2400F 2.0E T5: 2x4 SP No.2, T6: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* B4: 2x4 SP No.3, B5,B2,B8: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W& 2x6 SP No.2, W7,W6: 2x4 SP M 30 QTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. Except: 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 3-25, 11-19, 20-23, 6-20, 9-20, 5-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 283/0-8-0 (min. 0-1-8) 13 = 989/0-8-0 (min. 0-1-8) 23 = 3920/0-5-1 (min. 0-4-10) Max Horz 2 = -141(LC 13) Max Uplift 2 = -311(LC 12) 13 = -559(LC 9) 23 = -1618(LC 9) Max Grav 2 = 508(LC 23) 13 = 1031(LC 24) 23 = 3920(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-383/1233, 3-4=-1324/1931, 4-5=-1308/2006, 5-6=-2504/3431, 6-7=-470/852, 7-8=-470/852, 8-9=-494/876, 10-11=-327/223, 11-12=-1720/1358 TOP CHORD 2-3=-383/1233,3-4=-1324/1931, 4-5=-1308/2006, 5-�=-2504/3431, 6-7=-470/852, 7-8=470/852, 8-9=-494/876,10-1=-327/223, 11-12=-1720/1358 BOT CHORD 2-27=-1128/559, 2-27=-1128/559, 25-26=-1128/559, 4-25=-1877/1719, 23-24=-1877/1719, 22-23=-87/255, 8-20=-563/630, 19 20=-54/302, 18-19=-1033/1606 17-18=-1033/1606, 12-17=-1033/1606 WEBS 3-27=01364, 3-25--1356/1355, 5-25=327/578, 6-23=-1811/1631, 9-19=-308/568, 11L19=-1447/1399, 11-17=0/367,20-23=-3324/2830, 6-20=2225/2819,'9-20=-1301 /1060, 5-23=-2300/1913 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical Ieft,exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10 IE 17 2x4 11 6-4-0 3-4-0 1-6-0 Dead Load Defl. = 11/16 in 12 1314 � to o I� 4x6 =, 4x4 11 15 16 3x4 11 46 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 310 Ib FT = O% 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=311, 13=559, 23=1618. LOAD CASE(S) Standard 6eti".11 sellueryHTmi".Iks 1117Di niIS53;SEll1t'T6[A:Iltf[INSeCDM.9IlA5$[8fi7k{rlA]'j i(rrOS.EcielEAi hr,•. icATd tlliek<nartlr I'M sill it esedfitHis IDD Is he'44. As elms Desyv hgnr{L•. Snadsi Dptrt„!4t sed r rrroD!gr!td! r rretxls d.,d liiis Tassfergig IdNig Not resprvLldy dNamy,k 10- sr0m,riepsl¢Ike 1,06.1 DmIosr,© M.Ost! d tit!e45s I!! eli 1'e - d Ide-nsDret(7r ! 54d Ile Axes Brs. erf ftte!k.. L.russ!ai;lh lDD sally rxtinseA i19u:s ettl.lnp Coe e i � ! P 1 M !�! rl a", im I Irvin IheTnss C�t,lau imris ACTPsiAAn Cni .ere Tress m efealn ldierdl oCeal:tde girds eie asfio h d oar i i P P N i t 1 i i i s i (opyrigbtD206A-lfoofhosses- Anthony I.Tornio 111,P.E. Reprododionofibis document, inanyflrm,ispmhibiled dre^! odes p liisletss Desp heaigll[>4; ea!M idin7l. rcais aC t.Lldveateartksn ns. Ddess saer+iu ddd eafhelOD,rx'p eienteeonsun t;ndnsadrtesPemsseer,aeratleNDalr,mlalFl.Reinlismseopen.Isteimtnn!,sdldltlr Anthony T.TomboIII, P.E. grind. It glsnei dlie TODdn.adiis, d6e Tres, ude5gLA4mrgr, lunlldin ed!runt shdihe hmrr ia:trd a 80083 nletudM nem!a�me RH ftDrslt:egretidA�nm3band8ellnsDrdpes,l:ns DesP Faiivtreei rrtn MasAern:er; w!ns 4451 St. Lucie Blvd. ul rgaedfi;m eremddadhllVl• Fort Pierce, FL 34946 Tea permission fiom A-1 Roof Trusses -Anthony I.Tombo III, P.E. Job Truss Truss Type Qty Ply XCAS5524A A15 Hip' 1 1 A0178046 A� 0....L Tom..---- r_�n:____ r, ninon _,__e__i._i.. ___ .- - Job Reference optional r�!,�uu, ttu�a , -u!l rtGtl:G, rL JY�YO, uG�rym'd i u u,S.cAn t$ 6 4.00 (127x10 MT20HS= 3x6 <un: 8.1LU s NOV 1L 2U1 i runt: 6.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:25 2018 ID:In 1 E14n4krFMR5vCX81 ws4z2Ovo-XT6MrSuml2dZ—oJge8CiCN?6S71 bg?ocGfC8V 4x6 = 5x6 = 3x4 11 6x8 = Dead Load Deft. = 9/16 in 23 22 21 20 19 18,17 5x6 = 2x4 II 4x12 = 4x6 = 2x4 11 3x6 = 3x6 = 5x10 = 4x4 11 4x4 = 3x6 = 55�0 8-2-1 8- 12 15�0 23-0-12 32-10-0 3 -1 40-0.0 45-44 51-8-0 52 12 8-2-1 11 6-9-4 8-0.12 9-9-4 6-2-0 5-4-1 64-0 04j12 9_11-4 Plate Offsets (X,Y)— [2:0-3-0 0-1-121 [9:0-2-4 0-3-81 [10:0-2-12 0-3-0) rl1.0-10-12 Edge] [16.0-4-4 0-4-4] [19.0-5-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.32 13-30 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.88 13-30 >432 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.23 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.49 13-30 >777 240 Weight: 323 lb FT = 0% LUMBER - TOP CHORD 2x6 SP 240OF 2.0E *Except* T2,T1: 2x4 SP No.2, T5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except` B4,B5: 2x6 SP No.2 B6: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W5: 2x6 SP No.2 W7,W6,W4: 2x4 SP M 30 OTHERS 2x2'SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 3-21, 16-19, 6-16, 9-16, 5-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 406/0-8-0 (min. 0-1-8) 19 = 3718/0-5-1 (min. 0-4-6) 12 = 929/0-8-0 (min. 0-3-11) Max Horz 2 = 140(LC 12) Max Uplift 2 = -327(LC 8) 19 _ -1585(LC 9) 12 = -446(LC 9) Max Grav 2 = 566(LC 23) 19 = 3718(LC 1) 12 = 968(LC 24) _FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361 /849, 3-4=-844/1351, 4-5=-832/1409, 5-6=-2484/3313, 6-7=-220/435, 7-8=-220/435, 8-9=-269/484, 9-10=-996/723, 10-1 1=-2224/1730,11-12=-297/269 TOP CHORD 2-3=-361 /849, 3-4=-844/1351, 4-5=-832/1409, 5-6=-2484/3313, 6-7=-220/435, 7-8=-220/435, �8-9=-269/484, 9-10=-996/723, 10-11=-2224/1730, 11-12=-297/269 BOT CHORD 2-23=-768/396, 22-23=-768/396, 21-22=-768/396, 20-21=-1320/1191, 19-20=-1320/1191, 18-19=-244/348, 8-16=-6221718, 15-16=-278/899, 14-15=-278/899, 13-14=-1459/2128, 11-13=-1448/2104 WEBS 3-23=0/298, 3-21=-1041/1059, 5-21=-319/570, 6-19=-1819/1677, 9-14=-315/577,10-14=-1335/1274, 10-1 3=-1 64/379, 16-19=-3032/2590, 6-16=-2394/3045,9-16=-1413/1171, 5-19=-2536/2108 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) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 12 considers parallel to grain . value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=327, 19=1585, 12=446. LOAD CASE(S) Standard eedeg neestguetgerttdt.rs<•tatocFlrgfSB(iEUEnrtEl9ufEuutms'anelsasTonfmla•;aeLYGQn.EaNEKI•IteS lt!djdKlrirfl@tISKItIIA^dltlKWiY3T!lfSll QALiI+JIIr'ttl�Al.lH]T.TMlICI,rEI1EYlAfukIERTKt.adKrultr.atodd.0,UDtdy pi?dtnesmri:Eesslillta estltn@eInetlenbiAstTrns Dniga Eepeeetjf.e, Spetldlr hglutri,das_wlneplDg repressls eetnt,M.made4 pdnKitttl er{eeeaeg regoesunnlbt11a tesgn<d IN s4tTrnshpad eette IDnsip,nfulM.i&tK{glKstopteK,ledagesdnxs, staoulep Anthony T. Tombo III, P.E. d Kedhh fzsste! ugldllnp it rk rKputidlilr d"we Greer, tte Onti s ett5ied tgea e; Ih IeiNiy Oesigx!, aF.tKmd d ht It65t SEadtlt 6rd tm'tsgnle ¢i R.I. le gptnu d le?gg eil enAtliue tftieTnss.!Aitfialsdiia. s!e�e, itfilltnn u! ptrxg sklt ha rtspatii'fi tl 80083 ' IEetieag01sip!edEta.r;m?. III sIsseewmftMWlit pmins.1Vild.ueltetItil4q(tepsMSelejIf-nAa(m,plllsldlpl? ASKAJn dPAse(L ilee5x.3?recpe�si197lestafL!IadyelnKDnipeeLTmsBK:pJ7ixKe!lrnud.,tt!�K,w!Ks � 4451 St. Lucie Blvd. tfs,.iudandlye E.xaaertdtpluxmoptpol jaw rK;etdne?Ksseas.r�ioterntoruxtmuagetsg,xrtssssrnEaritetrr®rlasrg.m�iy�dh steeKetndi+nfl. FortPieree,FL 34946 (opyrighl02016A-floaf Lasses-Am6onyLTom6of11,P.E. Reprodoai000fThis dommem,inwry fork isprobi6AedwitAculAtwritleopermission hem A-1Roof Trusses -AotAonyl.Tombo111,P.E. Job Truss Truss Type Qty Ply A0178047 XCAS5524A A16 Hip 1 1 Job Reference (optional) Al hoot I cusses, con VIerce, t-L AU40, ees!gnLa:rruss.uurn 3-2-14 Run: 8.1210 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:25 2018 Page 1 ID:Inl EI4n4krFMR5vCX81ws4z2Ovo-XT6MrSuml2dZ_oJge8CiCN?6p7?ag_7cGfC8WuzsT3S 2. -7-5 35-4-11 42-0-0 48-3-15 : 55-0-0 56-6-0 gy-wJ Dead Load Defl. = 9/16 in 4.00 12 5x8 — 3x4 11 4x6 = 4 6 = 4x6 = 3x6 = 5x6 = 2x4 4 5 6 7 g 9 10 3 3x6 W W7 11 en 4 1 2 1 12134 13 o R. te, I6 o C 23 to 3x6 = 21 20 19 18 17 1615 14 4x6 = 5x10 = 6x10 = 3x6 =3x6 = 3x8 = 2x4 I I 4x6 = 3x4 II 3x6 = 3 0 0 13-0-0 16-4-01 -4 0 23-0-12 32 6-0 42-0-0 48 3-15 55-0-0 3-0-0 10-0-0 3 4-0 1-0- 5-8-12 9-5-4 9-6 0 6-3-15 6-8-1 Plate Offsets X Y 4:0-2-8,0-2-0:0-3-0,Ed a 8:0-3-0,0-2-4 , 12:0-3-0 0 1-121, 22:0-4-4 0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.24 23-27 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.82 23-27 >334 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.14 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.32 23-27 >868 240 Weight: 286 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* Ti: 2x6 SP No.2, T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except* B3: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except` W6: 2x6 SP No.2 OTHERS 2x2 SP No.3 93RACING- TOP CHORD Structural woad sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. Except: 6-M oc bracing: 2-23 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 19-22, 6-22, 8-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 503/0-8-0 (min. 0-1-8) 19 = 3421/0-5-8 (min. 0-4-1) 12 = 1145/0-8-0 (min. 0-1-8) Max Horz 1 =-125(LC 13) Max Uplift 1 =-240(LC 12) 19 =-1502(LC 8) 12 =-657(LC 9) Max Grav 1 = 542(LC 23) 19 = 3421(LC 1) 12 = 1219(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-493/424,3-4=-130/360, 4-5=-888/1355, 5-6=-867/1332, 6-7=-2060/2855, 7-8=-2060/2855, 8-9=-437/364, 9-10=-1522/1311, 10-1 1=-1676/1294,11-12=-2496/1957 TOP CHORD 2-3=-493/424, 3-4--130/360, 4-5=-888/1355, 5-=-867/1332, 6-7=-2060/2855, 7-8=-2060/2855, 8-9=-437/364, 9-1=-1522/1311, 10-11=1676/1294 11-12=-2496/1957 BOT CHORD 2-23=-264/468, 22 23=-368/568, 5-22=-356/412, 191 20=-297/293, 18-19=-724/729,1I7I-18=-7241729, 16-17=-359/982,15-16=-359/982, 14-15=-1684/23081 12-14=-1684/2308 WEBS 3-23=-810/891,4- 3=-432/645, 4-22=-1359/1049, 19-22=-2531/2213, 6-22=-1383/1775, 6-19=-1442/1294, 8-19=-2657/2189, 8-17=-902/1303, 9-17=-1077/1029, 9-15=-586(783, 11-15=-848/901 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 0; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf,, h=25ft; Cat. 11; Exp C; EnG., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has peen 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1I angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 1=240, 19=1502, 12=657. LOAD CASE(S) Standard �neiq�flee!ttlxegHrrzriee lee'd1100;nRSBi'SEtIFI'�6E9:1!(fftNSd(ufdll[tl5[8S7(IM{5170;1;CtOAtfuYElli Ixz.ft:��'ti�rneod!nrslre�ral!sut§!lrese lt:i�haviy llf4;erl lh Adiurl.fcaf>G!,LLlelerese S!?4!aSr n!. (idn!nhn!s!npelu6eNU,ury Mioeu!teq!rzsrin!fte uedfort&li!Dfaie old. ssaLns Denlr h¢IrxnEL!,Ste!Id1r 661rte;.ti!uelee nrlDa upesmsee mesY:a,�drle palenlnd eq:ee:utrzgnsnllarbnnl[s:pnF!tte s:e'peTte!s(!tn!hetieIDU eeir, ulnt?Ft. itz a!nln zrseopum.!odc�<uanw!.smenrr Anthony T. Tom6o TIT, P.E. rJ eseet! slsssSrertreii6re!sth!esputili!rd Ontede 0.aisea:�i:!l egc9ntleld!tyq 0esitn:,eNa!undelta!R(,e!R;p�I be!ndeaYs;cA[eelR4l.;Ye gpm':dlSeiad ud n.tletl ue Fftlr Tnss,mdefiu hallL+l. sargt,nfi!!pivad kerz3sl:Ilt!L.re!ra L!hel -t 80083 ' Ikla:eslBlS:yme:n4Qa:eeo:.7"ra35!e!x!et[s1aDM!iep�lae®71!nesd!e!rn!t r[aela!mSderylra�a[Iln{tr;f,pllis&dTrl?I¢�dSlfAn!teleuu7Mlemx!�i1a[_7PNE!tius�e:Wien!i59fi!s!aib3a�.3etnn!><vtsn,r:e:soesla:,p,!nmaro,sa„ana:n,�,xss 4451 St. Lucie Blvd. elerise l�edtra6v:mege!d aiuhrrtifiq lydl ird:m lmd,es. Iheinss CrspEq euris lL'i alm:fai Cesynn,nTe!s56s!ea Eqn. dmr lnl9q. lll[:adk:as nemaermJfa1P11' Fort Pierce, FL 34946 Capyri;ht®2016A-I Roof Tmsses-AnlhonyI.Tomho111,P.E. Reprodu dion ofthis domment, in any [arm, isprohibhedLhcutThe wri"enpamissionhomA-IRoof1russes-AnthonyT.Iamb III,P.E. Job Truss Truss Type Qty Ply XCAS5524A B01 Common 2 1 A0178048 "1 R fT Job Reference (optional) oo russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 is Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:26 2018 Page 1 ID:Inl E14n4krFMR5vCX81ws4z20vo-?fgk2ovOoMlQcxusCrlodaXLBXJMPbamVJyi3LzsT3R -1-6-0 7-1-0 10-6-0 13-11-0 21-0-0 22-6-0 1 6-0 7-1-0 3-5-0 3-5-0 7-1-0 4x4 = Dead Load Defl. = 5/16 in 4x4 = 5x8 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.15 8-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.46 8-13 >553 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix -MS Wind(LL) 0.15 8-13 >999 240 Weight: 88 lb FT = 0% 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 3-8-6 oc purlins. 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) 2 = 1050/0-8-0 (min.0-1-8) 6 = 1050/0-8-0 (min.0-1-8) Max Horz 2 = -154(LC 13) Max Uplift 2 = -814(LC 8) 6 = -814(LC 9) Max Grav 2 = 1050(LC 1) 6 = 1050(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1855/1678, 3-4=-1436/1295, 4-5=-1436/1295, 5-6=-1855/1678 BOT CHORD 2-8=-1405/1695, 6-8=-1409/1695 WEBS 4-8=-598/706,5-8=-467/634, 3-8=-467/635 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 joint(s) except Qt=lb) 2=814, 6=814. LOAD CASE(S) Standard 6t6 q•nes:en�andT(e,Ir.t�•da roef n55n�,putt• M-14rTlrusamp:anensemDn{rna;acneauDTaFar Im ter iI'rbsy ra-MIdm^desInunit Lns Dn Sa Duviy{R{?uilLa Artlwrl.Tsai>:I, r.E Mueae Sl�!fn2ne. Udus A-ise odd ta"TDD,niy pesertsau kihbreoxrdr r'eks sidiheudbr as iDD tokedil. As a Tins Desire hpsea(I.e,Sxlvat hputr;,rStud es tetlDD reort,s.eiltpa:sdnd enlvenn rqus!iilrtyir De lu!vadkesgi,Trmsdymtd uOtUDWp,tdrriri.Rat:slpnuapivp.ledayeudm,n,sme1141T Anthony T. Tomb III, P.E. Cd iftdrblf Trtss Sreq raldog is lit RSi114kilapolu0ylsr. dl Da]lif Fa"J'Irde dl lit rrildieg Otsirwr, OMd(ututdtie lAL Be it' W e6dda'.ds3rli-MI.TY![f,RI14dIh IDD ul nyaeu l,tdtl3 Tnst,Podv6q A5d"sy.f0.2yP,It,hlldfla etAAlifiM stet Al eCutrucLt:¢d s8omb i Ih Aa!tagats!gxtt vf3(s?.'td3r.All%as Streak. QelDDnd IN i(am(esoad pitimadlit lNintr(,opai Wirt W,msi. llnl; 1,11h al T% P+f SI(Ar;daaagf. p—!a!loim1ril Attivina"tai:iies ftddlm dy:Rus Deop�et,Lns On'n Eoft esiNs ff.,O a,.Yu 4451 SC.LUde BIVd. v'ArMu Irrod ipa6v:ca aged qev ttvdagly ellpm:ss Im({tei TleTnu CeA,at Ev?iuu i; rOTCa raids' De,:gaa,uTrtss Sps::a byitm a oy S.ilSsr. All aq.ditdh;os imps dead WIIII. (opyrighf©2R16A•IRoafTiosses-AntbanyLTomhoIII,P.t.Reprodoaionofibisdoromentinanyform,isprobibBedwithoatthe.6"enpermissionfromA-1Roolliesses-AnthonyLTwit)111,P.i. Fort Pierce, FL 34946 Job Truss Truss Type Qty PIY A0178049 XCAS5524A B02 Common 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(galtruss.com . -1-6-0 , 7-1-0 to r�1 0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:26 2018 Page 1 ID:In1 E14n4krFMR5vCX81ws4z2Ovo-?fgk2ovOoMIQcxusCr kx[aXHcXN1 Pb8mVJyi3LzsT3R 10-6-0 13-11-0 1 20-4-0 1 4.00 12 1.Sx4 4x4 = 1.5x4 6-5-0 Dead Load Defl. = 3/8 in 3x4 = 5x8 = 3x4 = 3x8 11 10-6-0 204-0 10-6-0 9-10-0 Plate Offsets X,Y — 2:0-4-10 0-0- 6:0-2-15 Edge],6:0-0-0 0-0-15 , :0-4-0,0-3-0 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 0.96 Vert(LL) -0.13 7-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.46 7-14 >528 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.30 Horz(TL) -0.03 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Wind(LL) 0.11 7-14 >999 240 Weight: 84 lb FT = 0% 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 2-3-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-2-4 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 = 1067/0-8-0 (min. 0-1-8) 6 = 1149/Mechanical Max Horz 2 = 113(LC 12) Max Uplift 2 = -495(LC 8) 6 = -116(LC 9) Max Grav 2 = 1067(LC 1) 6 = 1149(LC 1) FORCES. (lb) Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1930/1583, 3-4=1508/1202, 4-5=-1514/1191,5-15=-1935/1470, 6-15=-2014/1398 BOT CHORD 2-7=-1384/1766, 6-7=-1248/1836 WEBS 4-7=-496f778,5-7=-566/468, 3-7=-472/631 NOTES- 1) Unbalanced roof live loads have been considered for this design. on paqe 2 2) Wind: ASCE 7-1 Vasd=132mph; TIC Cat. II; Exp C; End and C-C Exterior(2 exposed; end verti and forces & MWF DOL=1.60 plate gd 3) Plates checked 1 rotation about its co 4) This truss has b, chord live load non loads. 5) ` This truss has 20.0psf on the bott rectangle 3-6-0 tall bottom chord and 6) Refer to girder(s 7) Provide mechan to bearing plate ca joint(s) except 0t=11 8) Load case(s) 1, 14, 15, 16, 17, 18, has/have been moi review loads to vet intended use of thi: Vult=170mph (3-second gust) =5.Opsf; BCDL=5.Opsf-, h=25ft; GCpi=0.18; MWFRS (envelope) !one; cantilever left and right 11 left exposed;C-C for members 3 for reactions shown; Lumber DOL=1.60 a plus or minus 0 degree designed for a 10.0 psf bottom -urrent with any other live been designed for a live load of 5m chord in all areas where a by 2-0-0 wide will fit between the Any other members. ) for truss to truss connections. ical connection (by others) of truss )able of withstanding 100 lb uplift at l) 2=495, 6=116. 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 19, 20, 21, 22, 23, 24, 25, 26 iified. Building designer must ify that they are correct for the LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-15=-70, 6-15=-135, 9-12=-20 Concentrated Loads (lb) Vert:15=-130 l 2) Dead + 0.75 Roof Live (balanced): Lumber Increase= 1.25,1 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-15=-60, 6-15=-125, 9-12=-20 Concentrated Llloads (lb) Vert: 15=-130. 3), Dead. + Uninhabitable Attic Without Storage:, Lumber Increase=1.25J Plate Increase=1.25 Uniform Loadsl(plf) Vert: 14=-30, 4-15=-30, 6-15=-95, 9-12=40 Concentrated ILI oads (Ib) Vert: 15=-1391 Standard 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=147, 2-4=88, 4-15=88, 6-15=23, 9-12=-10 Horz: 1-2=-157, 2-4=-98, 4-6=98 Concentrated Loads (lb) Vert: 15=-130 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=76, 2-4=88, 4-15=88, 6-15=23, 9-12=-10 Horz: 1-2=-86, 2-4=-98, 4-6=98 Concentrated Loads (lb) Vert: 15=-130 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-9, 2-4=64, 4-15=-64, 6-15=-129, 9-12=-20 Horz: 1-2=-21, 2-4=34, 4-6=-34 Concentrated Loads (lb) Vert: 15=-130 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-51, 2-4=-64, 4-15=-64, 6-15=-129, 9-12=-20 Horz: 1-2=21, 2-4=34, 4-6=-34 Concentrated Loads (Ib) Vert:15=-130 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=82, 2-4=52, 4-15=36, 6-15=-29, 9-12=-10 Horz: 1-2=-92, 2-4=-62, 4-6=46 Concentrated Loads (lb) Vert: 15=-130 9) Dead.+ 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=23, 2-4=36, 4-15=52, 6-15=-13, 9-12=10 Horz: 1-2=-33, 2-4=-46, 4-6=62 Concentrated Loads (Ib) Vert: 15=-130 Yenag-nroufaw¢ 'jr¢,u. Ge'A�IOJtt101SfS;"St1 N?aat tEtkS( CACtMtf tC11CLL tU'EIyl.CtjwusY.Ar sra. Pmh4 lnletrauefw lldl; sisli le redlwfx SLS h to Idl. Es a tms Crap Earaeer{ s SlecdhEagatnLMesec reIcy ICC r /t;m9 �vrtltaue aiwfl ty; Ims iv en :8sy!s'warayr�s i:M dlit tsx,set ostn's vt misgm elar�*y NIs W,h lie aefee' Ir ilt. 8e lit, e k: (m)."I Sddf ldecese ESA il:sbedt nit.druy6e;Igee�fteebrfte�n¢n:s,do�mlaeie_Ka��o.e;e�lncd�mdna � y ¢ .p' tc si •; .ia .t re .M1 wEe Pttl ttY asrS Sl EF`.r twe.hl k!aelbstn5xl Id aun'--" t w: es dnM1tt. i! +st Lhi f itcu.0 et s .. eft � . -�§ r F� � 5 9 P . ,. r`� (epytighl Q, 2016 A-1 pool Itusses -Anthony L lombe III, P.E. leptodurtion d this demmeAi, in any lasm, is ptehibifed w meets;"I tea! Wes a RisT.oss Nip 6e0g M06t k�*qT.IsuieMAE.it!nes!1 Sxd Mee at. Cdess 1!sltNst sYeSw P,t ICQ Hlt l,ht u m e�tlslmaa Trle d Pd stll russErina�nti Itd waarnl. Erse;lsea s� r rm M�;,t �:Ary AnthonyT. Tombo 111, P.E. lrktnenifiyteh msrni Tr aNioald ti-ous efkdl r�Mrtns; uebE3r3r�ilm.swe,Aws€:esa cJkeiar ulp se;u;nlmsrc8-rd «80083 iflul SKI as ldn ¢rH ;: Im.1 tasmn 711.1 sa,s he;bNesns es oNldesdae intt Ces:gsw Ins Desgs fs;nnt selrnss Needefa!er,at lts 4451 St. Lucie Blvd. dm s Iruj. t!sydc. e11, w.m rs ldwed ¢ 1l11. Fort Pierce, FL 34446 i6oul the wrinen pelmissiae trem Ad fool Trusses._ Aldhony T. haIn61ti, P.E. Job Truss Truss Type Qty Ply XCAS5524A B02 Common 4 1 A0178049 Job Reference (optional) I LOAD CASE(S) Standard 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=19, 2-4=6, 4-15=-9, 6-15=-74, 9-12=-20 Horz: 1-2=-49, 2-4=-36, 4-6=21 Concentrated Loads (lb) Vert: 15=-130 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=3, 2-4=-9, 4-15=6, 6-15=59, 9-12=-20 Horz: 1-2=-33, 2-4=-21, 4-6=36 Concentrated Loads (lb) Vert:15=-130 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=39, 2-4=52, 4-15=29, 6-15=-36, 9-12=-10 Horz: 1-2=-49, 2-4=-62, 4-6=39 Concentrated Loads (lb) Vert:15=-130 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=16, 2-4=29, 4-15=52, 6-15=-13, 9-12=-10 Horz: 1-2=-26, 2-4=39, 4-6=62 Concentrated Loads (lb) Vert: 15=-130 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=39, 2-4=52, 4-15=29, 6-15=-36, 9-12=-10 Horz: 1-2=-49, 2-4=-62, 4-6=39 Concentrated Loads (lb) Vert: 15=-130 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=16, 2-4=29, 4-15=52, 6-15=-13, 9-12=-10 Horz: 1-2=-26, 24=-39, 4-6=62 Concentrated Loads (lb) Vert:15=-130 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1 st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=19, 24=6, 4-15=-16, 6-15=-81, 9-12=-20 Horz: 1-2=49, 2-4=-36, 4-6=14 Concentrated Loads (lb) Vert:15=-130 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=16, 4-15=6, 6-15=-59, 9-12=-20 Horz: 1-2=-26, 24=-14, 4-6=36 Concentrated Loads (lb) Vert: 15=-130 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pig Vert: 14=-30, 4-15=-30, 6-15=-95, 9-12=-20 Concentrated Loads (lb) Vert: 15=-130 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-33, 4-15=45, 6-15=-110, 9-12=-20 Horz: 1-2=-37, 24=-27, 4-6=15 Concentrated Loads (lb) Vert: 15=-130 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig tun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:26 2018 Page 2 ID:Ini E14n4krFMR5vCX81ws4z20vo-?fgk2ovOoMlQcxusCrkxlaXHcXN1 Pb8mVJyi3LzsT3R Standard Vert: 1-2=-35, 2-4=-45, 4-15=-33, 6-15=-98, 9-12=-20 Horz: 1-2=-25, 2-4=-15, 4-6=27 Concentrated Loads (lb) Vert: 15=-130 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-23, 2-4=-33, 4-15=-50, 6-15=-115, 9-12=-20 Horz: 1-2=-37, 2-4=-27, 4-6=10 Concentrated Loads (lb) Vert: 15=-130 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-40, 2-4=-50, 4-15=-33, 6-15=-98, 9-12=-20 Horz: 1-2=-20, 2-4=-10, 4-6=27 Concentrated Loads (lb) Vert: 15=-130 23) 1 st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-70, 4-15=-30, 6-15=-95, 9-12=-20 Concentrated Loads (lb) Vert: 15=-130 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-30, 4-15=-70, 6-15=-135, 9-12=-20 Concentrated Loads (lb) Vert:15=-130 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-60, 4-15=-30, 6-15=-95, 9-12=-20 Concentrated Loads (lb) Vert:15=-130 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-30, 4-15=-60, 6-15=-125, 9-12=-20 Concentrated Loads (lb) Vert: 15=-130 t e dq n:rte earelHJre.!egtx s_I eagtn.1mi uuTr•I, U1311TIN&Corctna{s0510nC arta)Jae(aura(rrsm Yet fi (sera mem rind tk 11.1deaaeu:f11,41.!r. ua::: V ,ise nnenElit Tgn.op Mlterrwr E!dessbd!ereiteslh lneirgnkrdlLJseimsgesys6grxerp.e,See;unr6paesr;.LLs:eInnJTDDre(resmsmsm ;edtlerraMslndeaaYeeirgref/n!Iepp rle1[s!pdaesreTnss[ep!ndmrlelDDadr,raleri?FI.iJteesl;ansmnan.nrt!¢pmdnxe,naaNil;r AnthonyT.TomboIII,P.E. W ISed1ia I9aSTtt llr{NI(eF it!rrr!iri!ihdCe OY1m, HY OAJrf r9�D;ISH F�YIIIi i>sle!nl4 galge!!,®tet(HhddlSt lty'J3�h arl Me lef�JiL{Tf(IIe6.{IRI.Teelfi(Ied tl tJe lUg Hurl, M1ee t!er(ISe TR!S. iCllEte F3Tt�f!i:l)e, IdI1Od111 YCJ1rG[j 3eSliMt'!'e!p:9S3a�1!d .': 80083 ztIt.tdlfag9es' �rtd(cfirM�.All nhsset.!aRe7eDWlk? wasofrklesdtleeninq(ureaesr!Sdep7o;naAu{e6rjJrH!s!M!gTRW SEan:relural:Ftge¢n3p!ImikTRiled. m4msiiifiescehnwul!libisgesirvr,Dvssge!(�bpanro.srrnsamn v,ujns g451St.00i3Blvd. t FfllkeditE2{IeJd:ml�NdIJ11UNmtg{Jdlrm:KlHdtte.TeeTII!iCol Isgir!lraebT(`d{M:e9tcfi:glPl,1(T,'e:SSrs'!affJit:RrGTSriI$3{ Jg[Er'.t��.N�;L13IR0IefANhTPJi_ Fort 1 St. L FL Blvd. (nppighl©2016A-I Rodbusses-AnthonyLlemboIII, P.E. Reprodudionefthisdorument,inany Islas, isprobibiledwithcusthe writtenpermission fsemA-IRooMasses-AethonyLTomboIII, P.E. Job Truss Truss Type Qty Ply A0178050 XCAS5524A B03 Common 3 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design(a7altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:27 2018 Page 1 ID:I n 1 E14n4krFM R5vCX81 ws4z2Ovo-TrE6GBwOZgtHE5T2mYFAHo4TxwjD82SvjzhFbnzsT3Q 1 -6-0 13-11-0 20-5-8 5-0 3-5-0 6-6-8 4x4 = Dead Load Defl. = 5/16 in 4.00 12 1.5x4 1.5x4 i 3 5 5 1 2 1--.-.W2. 6 ca to O ° t t t 7 3x4 = 5x8 3x6 = 10-6-0 20-5-8 10-6-0 9-11-8 Plate Offsets (X,Y)—[2:0-4-10,0-0-7),r6:0-0-0,0-0-111,r7:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.14 7-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.47 7-11 >525 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.12 7-14 >999 240 Weight: 84 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) BOT CHORD 2x4 SP M 30 Vasd=132mph; TC L=5.Opsf; BCDL=5.Opsf; h=25ft; WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 Cat. 11; Exp C; Encl i, GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right Standard 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: WEDGE exposed ; end vertical left exposed;C-C for members Lumber Increase=1.60, Plate Increase=1.60 Right: 2x4 SP No.3 and forces & MWFRS for reactions shown; Lumber Uniform Loads (pig I DOL=1.60 plate gripDOL=1.60 Vert: 1-2=147, 2-4=88, 4-6=88, 9-12=-10 TOP CHORD 3) Plates checked for a plus or minus 0 degree ° Horz: 1-2=-157, 2-4=-98, 4-6=98 Structural wood sheathing directly applied or 2-3-2 oc rotation about its nter. Concentrated Loads (lb) pudins. BOT CHORD 4) This truss has b en designed fora 10.0 psf bottom 1 Vert: 15=-130 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Rigid ceiling directly applied or 6-1-5 oc bracing. chord live load non other live oncurrent with any Lumber Increase=1.60, Plate Increase=1.60 MiTek recommends that Stabilizers and required loads. 5) This truss has een designed for a live load of Uniform Loads (pig Vert: 1-2=76, 2-4=88, 4-6=88, 9-12=-10 cross bracingbe installed during truss erection, in 9 20.Opsf on the bolt m chord in all areas where a accordance with Stabilizer Installation guide. rectangle 3-6-0 tallpby 2-0-0 wide will fit between the Horz: 1-2=-86, 2-4=-98, 4-6=98 Concentrated Loads (lb) REACTIONS. (lb/size) bottom chord and any other members. 6) Refer to girder(s,) for truss to truss connections. Vert: 15=-130 6 = 1011/Mechanical 7) Provide mechanical connection (by others) of truss 6) Dead + 0.6 Cas Wind (Neat enteral) Case 1: 2 = 1065/0-8-0 (min. 0-1-8) to bearing plate ca�able of withstanding 100 lb uplift at Lumber Increase=1.60, Plate Increase=1.60 Horz joint(s) except (jt=lb) 6=262, 2=505. Uniform Loads (pig 2 = 112(LC 12) 8) Load rases) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, Vert: 1-2=-9, 2-4=-64, 4-6=-64, 9-12=-20 Max Uplift 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 Horz: 1-2=-21, 2 4=34, 4 6=-34 Concentrated Loads (lb) 6 =-262(LC 9) 2 =-505(LC 8) hasthave been modified. Building designer must review loads to verify that they are correct for the Vert: 15=-130 Max Grav intended use of this truss. 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: 6 = 1011(LC 1) Lumber Increase=1.60, Plate Increase=1.60 2 = 1065(LC 1) Uniform Loads (pig LOAD CASE(S) Vert: 1-2=-51, 2-4=-64, 4-6=-64, 9-12=-20 FORCES. (lb) ( ) Standard Horz: 1-2=21, 2-4=34, 4-6=-34 Max. Comp./Max. Ten. - All forces 250 (lb) or less except 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Concentrated Loads Ib ( ) when shown. Plate Increase-1.25 Vert: 15=-130 TOP CHORD Uniform Loads (pig 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: 2-3=-1916/1625, 3-4=-1494/1242, Vert: 1-4=-70, 4-6=-70, 9-12=-20 Lumber Increase=1.60, Plate Increase=1.60 4-5=-1500/1236, 5-15=-1918/1562, Concentrated Loads (lb) Uniform Loads (pig 6-15=-2012/1504 Vert: 15=-130 I Vert: 1-2=82, 2-4=52, 4-6=36, 9-12=-10 BOT CHORD 2) Dead + 075 Roof Live (balanced): Lumber . Horz: 1-2=-92, 2-4=-62, 4-6=46 2-7=-1419/1753, 6-7=-1344/1820 Increase=1.25,IPlate Increase=1.25 Concentrated Loads (lb) Vert: 15=-130 WEBS Uniform Loads (plf)Vert: 4-7=-542/768, 5-7=-559/544, 1-4=-60, d-6=-60, 9-12=-20 9) Dead + 0.6 MWFRS Wind (Post Internal) Right: 3-7= 4711634 Concentrated Loads (Ili) Lumber Increase=1.60, Plate Increase=1.60 Vert: 15=130. Uniform Loads (pig NOTES- 3) Dead + Uninhabitable Attic Without Storage: Lumber Vert 1 2=23, 2 4=36, 4=6=52, 9-12=-10 1) Unbalanced roof live loads have been considered for Increase=1.25, Plate Increase=1.25 Horz 1 2=-33, 2-4=-46.4-6=62 this design. Uniform Loads �(plf) Concentrated Loads (16) Vert: 1 4=-30; 4-6=-309-12= 40 Concentrated Loads 0 , Concentrated Vert. 15=-130 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Prate Increase=1.60 Continued on paqe 2 Vert: Aneq •pYJSf 3]I tN±fy rl 1'.ILJp r11NdES!SCECEi}, YlEb{ {FENS t {CXOilSMS {CirCN�W:T1" {trfJRlfCaR:1T INO., rird+itf✓�aa pXiRnu: @t fnE NRS N ikii rA±a Ut.lya (rtrlir{',CC1 tTT:1f ACY. t( T, tfa9t Ir:'.rE rEtNtt(! SSklkthif 3Sf. :ilf±F kdt!e:it fS:tE to AA IC.i11; fUTiktaaei'xllilfi Skt.lif seLhr±9flG:hhttlit isal•e±s 9ttwEapaen{it.SHCY1fayYN1<tAt std tt te°prClfl'ti!&i®fa!rtLLtfa!L>I'ilf±ii{e3 P7Ta GFCr ik2S:! tnt:•Ciijf il(t SayltTMi3:jL'tfdt9ik{iC idr, tllUSril,rl•IefiJi tiW9y`it6 fi9Star:tt°'i�f.±&S!kIJ Anthony T. Tombo II?, P.E. ' n{f±torb; Ins$In or On C .,fit Uvw(w 4s.2 tf iplelnT±r?<eCep R:.q�'i.fi(31lNfiChtS4lkL lkfiitfGld�tiN91731:iilj!ttt a'�Er11. T�Jyr:®1110!�f1:;lnl tcs fiald•seti Ge Lrss, iacbx,:ngSnlliq. ssutFs is :.;chaam�kniy dt00f of«skasnil'rd P?il;aP(fiErim 11lufesft±tialflT7fFKskptroFfklyft6t�.biNlkf k��:Y3(4DiAlUStlti(I6I1!ffiTO(S.],Ir+StiME ktiNt:E SiCM ds§ass hfse1w,604ssat It's 950fisN,aiac,?— Mq, Dr.. Mims HaeafiEtter,adfss 180093 Mk7d Fp 7t1. Ce(LCt41tI?#jtkidgei2r e.7?rl inn•iu le?arl krituoni agedanx4r'�kp clga6e: inthd. iatunt Dtsiy h•;un:)s49isit ln7liFp Ptfpn.n imAnUn6gaftjdit;,k.,iC:fq,.Lia2axtitfaxai iras,dtfisdli ilFl. 4451 St. Lucie Blvd. • Fort Pierce, FL 34946 (apyfigh?;2016A-Igoal Trusses -AathooyT.TombeIII, P.E. RepicsTarlion el ibis damattol, in any [Dim, is Flibbitd without the written ptimissito Item Ail loci busses - Anilmay T. Tombo III, P.I. Job Truss Truss Type Qty Ply XCAS5524A B03 Common 3 1 A0178050 Job Reference (optional) Ai Roof trusses, Fort Fierce, FL Ab4o, aesignLai trvss.com LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=19, 2-4=6, 4-6=9, 9-12=-20 Horz: 1-2=-49, 2-4=-36, 4-6=21 Concentrated Loads (Ib) Vert:15=-130 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-4=-9, 4-6=6, 9-12=-20 Horz: 1-2=-33, 2-4=-21, 4-6=36 Concentrated Loads (lb) Vert:15=-130 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=39, 2-4=52, 4-6=29, 9-12=-10 Horz: 1-2=-49, 2-4=-62, 4-6=39 Concentrated Loads (lb) Vert: 15=-130 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 24=29, 4-6=52, 9-12=-10 Horz: 1-2=-26, 2-4=-39, 4-6=62 Concentrated Loads (lb) Vert: 15=-130 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=39, 2-4=52, 4-6=29, 9-12=-10 Horz: 1-2=-49, 2-4=-62, 4-6=39 Concentrated Loads (lb) Vert: 15=-130 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=16, 2-4=29, 4-6=52, 9-12=-10 Horz: 1-2=-26, 24=-39, 4-6=62 Concentrated Loads (lb) Vert:15=-130 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-4=6, 4-6=-16, 9-12=-20 Horz: 1-2=-49, 2-4=-36, 4-6=14 Concentrated Loads (lb) Vert: 15=-130 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=-16, 4-6=6, 9-12=20 Horz: 1-2=-26, 2-4=-14, 4-6=36 Concentrated Loads (lb) Vert:15=-130 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-30, 9-12=-20 Concentrated Loads (lb) Vert: 15=-130 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-33, 4-6=-45, 9-12=-20 Horz: 1-2=-37, 2-4=-27, 4-6=15 Concentrated Loads (lb) Vert: 15=-130 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-4=-45, 4-6=-33, 9-12=-20 Horz: 1-2=-25, 24=-15, 4-6=27 Concentrated Loads (lb) Vert: 15=-130 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:27 2018 Page 2 ID:In1 E14n4krFMR5vCX81ws4z20vo-TrE6GBwOZgtHE5T2mYFAHo4TxwjD82SvjzhFbnzsT3Q Standard 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-33, 4-6=-50, 9-12=-20 Horz: 1-2=-37, 2-4=-27, 4-6=10 Concentrated Loads (lb) Vert: 15=-130 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 24=-50, 4-6=-33, 9-12=-20 Horz: 1-2=-20, 2-4=-10, 4-6=27 Concentrated Loads (lb) Vert: 15=-130 23)1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-30, 9-12=-20 Concentrated Loads (lb) Vert: 15=-130 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-70, 9-12=-20 Concentrated Loads (lb) Vert:15=-130 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-30, 9-12=-20 Concentrated Loads (lb) Vert: 15=-130 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-30, 4-6=-60, 9-12=-20 Concentrated Loads (lb) Vert:15=-130 Sc:dq�tktsrtlunptJpselitetSe'AI rOCri1J-s53{"i(tlF1'IG[A;1!(IEINS6(OF':lrlGlf(]s10N{'x9t7';L(C![i't(uillEMi'Inx. ierMp!!tlsa rouad!nmd!ed eolKneaisT�ass{es�9nriy{I(4;eri tEe Alllupl.TulaO!,r.Etderea!S4atMeea Udnslha+ise tl!Ielntle ND,n!p U7TelAsir en!hop Fyne!{Le,Srelttlr rWn!eth? d!..TNO upnens n uupm Alle rrdenindea!nr.;barynsililapfoOkIes:pe€tte saP¢Tn!s d-pith hMadl,ndvlr1I.74d!sipa nnnpua. licit) worms, sndlltq Anthony T. Tombo III, P.E. ed lftd®is Tirsslerlq{dldlly is fit respriAlar OhOurede Otsrse,4a�ind eyed lr lSt {dlfili DWIcer,iar ordedmi Rl. 111 q)�IIIdISe IOUoN 111I1!Id nl dll!Tenl.h�tSpA LFa. CF:ere, laSttOehle nd kll3p sSdIH1<e!!!paL"dd.M1, et 580083 ' Ihl"Ohoes"!Wsagew. All nIsstI.! mile 1041.llit juduscolriddnsdll!klMl(au"MSderylzomdln(s(a;pNlstrdtpT7WSKAmrdaexeAS+p<eenlp:isc( Flk5ns4!rcspeasi.4:l�nn-0b:7esd!!lasso!uper,l�n!{e!iwia,�cnratTnsspamm:�n;u!ns 4451St. Lucie Blvd. tin.lu drfitdlpa GdrW epetd 1pr6rmiryhdlrarn lnsd!elileTnss G!:;Fort Pierce, FL 34946 (oP)4ighl®Td16A-IRoof Trusses- AnihonyT.TomhoIll, P-L bprodudiem ofthisdommen7,inally form, isprohihitedwithoNshe written permission from A-1RoofTrosses-AnthonyT.TomImIll, P.E. Job Truss Truss Type Qty Ply A0178051 XCAS5524A C01 Common g 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 4.00 12 4x4 = 1.5x4 Run: 8.120 s Nov 12 2U1 I, Nnnt: u.izu s Nov i2 20i / MI I ex ID:Inl E14n4krFMR5vCX81 ws4z2Ovo-TrE6C . 0 13-0-7 4x4 = 5x8 = 1.5x4 5 ies, Inc. Tue Jan 23 14:10:27 2018 Page i 1-6-0 Dead Load Defl. = 5116 in 4x4 = 7 I� 9-5-0 1 18-10-0 9-5-0 9-5-0 Plate Offsets X,Y — 2:0-2-0,0-1-12 , 6:0-2-0 0-1-12 8:0-4-0 0-3-0 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 0.78 Vert(LL) -0.11 8-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.40 8-16 >567 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.15 8-16 >999 240 Weight: 81 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 2) Wind: ASCE 7-10; Vult=170mph BOT CHORD 2x4 SP No.2 (3-second gust) Vasd=132mph; TC L=5.0psf; BCDL=5.Opsf; h=25ft; Standard WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 Cat. II; Exp.C; Encl. GC MWFRS (envelope) xte 3) Dead + Uninhabitable Attic Without Storage: Lumber BRACING- io zone; cantilever l Exterior(2) gable end zone and C-C Exterioc Increase=1.25, Plate Increase=1.25 TOP CHORD left and right exposed ;end vertical left exposed;C-C l Uniform Loads (plf) Structural wood sheathing directly applied or 2-11-8 oc for members and foilces &MWFRS for reactions shown; Lumber DO f =1.60 plate grip DOL=1.60 Vert: 1-4=-30, 4-17=-30, 6-17=-98, 6-7=-30, gudins. BOT CHORD Plates checked f r a plus or minus 0 degree 11-14=-40 Concentrated Loads (lb) Rigid ceiling directly applied or 4-11-0 oc bracing. rotation about its cda ter. rotation 4) This truss has n designed fora 10.0 bottom Vert: 17=-305 MiTek recommends that Stabilizers and required chord live load nonconcurrent with any otherr live 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 cross bracing be installed during truss erection, in loads. been Uniform Loads (plf) accordance with Stabilizer Installation guide. 5) • This truss has designed for a live load of Vert: 1-2=147, 2-4=88, 4-17=88, 6-17=21, 6-7=76, REACTIONS. 20.Opsf on the bottom chord in all areas where a 6y 11-14=-10 (lb/size) rectangle 3-6-0 tall 2-0-0 wide will fit between the Horz: 1-2=-157, 2-4=-98, 4-6=98, 6-7=86 2 976/0-8-0 (min. 0-1-8) bottom chord and 4y other members. Concentrated Loads (lb) 6 1426/0-8-0 (min. 0-1-11) 6) Provide mechanical connection (by others) of truss Vert: 10=198 Max Horz to bearing plate capable of withstanding 100 lb uplift at 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: 2 140(LC 16) joint(s) except Qt=1b) 2=752, 6=783. Lumber Increase=1.60, Plate Increase=1.60 Max Uplift 7) Load case(s) 1, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, Uniform Loads (plf) (plf) 2-752(LC 8) 6-783(LC 9) 14, 15, 16, 17, 18, 9, 20, 21, 22, 23, 24, 25, 26 Building designer err: 1 , 4-17=88, 6-17=21, 6-7=147, Vert: 1-2Loads has/have been modified. must -10 Max Grav review loads to verify that they are correct for the Horz: 1-2=-86, 2 4=-98, 4-6=98, 6-7=157 2 976(LC 1) 6 1426(LC 1) intended use of this1 truss. 8) Hanger(s) or other connection device(s) shall be Concentrated Loads (lb) provided sufficient to support concentrated load(s) 373 Vert: 17=198 FORCES. (lb) lb down and 198 lb pup at 17-0-0 on top chord. The 6) Dead + 0.6 Cas Wind (Neat Internal) Case 1: Max. Comp./Max. Ten. - All forces 250 (lb) or less except ( ) P design/selection of such connection device(s) is the Lumber Increase=1.60, Plate Increase=1.60 when shown. responsibility of oth rs. Uniform Loads (plf) TOP CHORD Vert: 1-2=-9, 24=-64, 4-17=-64, 6-17=-132, 6-7=-51, 2-3=-1783/1591, 34=1377/1188, 11-14=-20 4-5=-1384/1190, 5-17=-1856/1627, LOAD CASE(S) Horz: 1-2=-21, 2-4=34, 4-6=-34, 6-7=-21 6-17=-2025/1664 Standard Concentrated Loads (lb) BOT CHORD 2-8=-1343/1640, 6-8=-1393/1761 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase �1.25 Vert: 17=-353 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: WEBS Uniform Loads (plf) Lumber Increase=1.60, Plate Increase=1.60 4-8=-456/632, 5-8=-575/634, Vert: 1-4=-70, 4-(17=-70, 6-17=-137, 6-7=-70, Uniform Loads (plf) 3-8=-440/586 11-14=-20 Vert: 1-2=-51, 2-4=-64, 4-17=-64, 6-17=-132, 6-7=-9, NOTES- Concentrated Loads (lb) 11-14=-20 Horz: 1-2=21, 2-4=34, 4-6=-34, 6-7=21 1) Unbalanced roof live loads have been considered for Vert: 17=-373 2) Dead + 0.75 Roof Live (balanced): Lumber Concentrated Loads (lb) this design. Increase=1.25, Plate Increase=1.25 Vert: 17=-353 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Uniform Loads (plf) Vert: 1-4=-60, 4�17=-60, 6-17=-127, 6-7=-60, Lumber Increase=1.60, Plate Increase=1.60 11-14=20 Uniform Loads (plf) Concentrated Loads (lb) Continued on page 2 Vert: 17=-339 6smin- MentlatryHrmllrih'4 II50E nRSS rstuaj all' -lit Tim cossrlll[aS (oS7gMj dei]jI(r{ra' afa^bl�f!!Cr fedpjamden lad and ediswtssUtss Desks oilriy tR4 dth hlluyl.ie;<ha,;,r.L ldeea:l4ie(te'ere net oaess ethr iv sad latleIDD,w'y MITFivaemfyz'2SiSilil=gild}Illtxl]I10xed1d. AseTms bisw.rt"Wssdn yTeafepestaslsu¢P,:tal'.Irlafasittalep rltE egtlsllllR(br lse dss.ya/f IN W, aTrlssdga!4,t(Te TooaltendeTat TIN bsyxe(:toti,minhymanx, smdnry too Anthony T. Tornbo III, P.E. 6dnednis TsiS!K ter{allltg is lSlrlSrwvlilitedl`R Oti1Pf.1llOnPii lay'hFdC al(ISt I(tId114 ' at C+[ayo/rgwtldi,"ov. Al!wis nod In 111 Gildiel Utli¢41,ry(!#(eaeadlal lK,53+li tldllt lNd WCq(tdewdffN. Th(jfma tf Ike WM nlld ntati, TRss. WWII ba154 mr re,I riffel lWktr gAs ie Is-!yac4lhd rmrcmad Weir W.1 aan{s(sQydlishf 4 fiaad Sl(4 nerdalzl7fr<ynmTvida(_TPtl kfiws&!nsyem!sdaes.1Wis ayiltss oldpsr,Less onp Esyleerr Mns Neat fts,.tn'ess 80083 rd wl@the paamoaf pishnsd eke�lu lditdlyo6mrta tyredtueit rdfiry lydlyMzf lndref. TleTnss CYSIreE i¢rrls loTth Eafay bss!gau,n7n!t Sy4!a Eayiwerdaay Sedgy. Ill trees died IMP. 4451 St. Lurie Blvd. pl-AmPtias Fort Pierce, FL 34946 (oppighl 0 2ftl6 A -I loaf Trusses- Anthony L hnsbo Ill, P.E. Repmdaaion olfbis dommenf in aoy fotm, is probibhed withal the written permission from A -I Roof Tresses - AntbonyT. Tombo llf, P.E. Job Truss Truss Type Qty Ply XCAS5524A C01 Common 9 1 A0178051 -A1 Rnnf Tmceoc FnrT Pierre CI '2noe9 Job Reference (optional) LOAD CASE(S) Standard Uniform Loads (pig Vert: 1-2=109, 2-4=79, 4-17=51, 6-17=-17, 6-7=38, 11-14=-10 Horz: 1-2=-119, 2-4=-89, 4-6=61, 6-7=48 Concentrated Loads (Ib) Vert: 17=167 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=38, 2-4=51, 4-17=79, 6-17=12, 6-7=109, 11-14=-10 Horz: 1-2=-48, 2-4=-61, 4-6=89, 6-7=119 Concentrated Loads (lb) Vert: 17=167 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=46, 2-4=33, 4-17=5, 6-17=-62, 6-7=18, 11-14=-20 Horz: 1-2=-76, 2-4=-63, 4-6=35, 6-7=48 Concentrated Loads (lb) Vert: 17=-280 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=18, 2-4=5, 4-17=33, 6-17=-34, 6-7=46, 11-14=-20 Horz: 1-2=-48, 2-4=-35, 4-6=63, 6-7=76 Concentrated Loads (lb) Vert: 17=-280 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=66, 2-4=79, 4-17=41, 6-17=-27, 6-7=28, 11-14=-10 Horz: 1-2=-76, 2-4=-89, 4-6=51, 6-7=38 Concentrated Loads (lb) Vert: 17=167 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pio Vert: 1-2=28, 2-4=41, 4-17=79, 6-17=12, 6-7=66, 11-14=-10 Horz: 1-2=-38, 2-4=-51, 4-6=89, 6-7=76 Concentrated Loads (lb) Vert:17=167 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=66, 2-4=79, 4-17=41, 6-17=-27, 6-7=28, 11-14=-10 Horz: 1-2=-76, 2-4=-89, 4-6=51, 6-7=38 Concentrated Loads (lb) Vert: 17=167 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=28, 2-4=41, 4-17=79, 6-17=12, 6-7=66, 11-14=-10 Horz: 1-2=-38, 2-4=-51, 4-6=89, 6-7=76 Concentrated Loads (lb) Vert: 17=167 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=46, 2-4=33, 4-17=-5, 6-17=-73, 6-7=8, 11-14=-20 Horz: 1-2=-76, 2-4=63, 4-6=25, 6-7=38 Concentrated Loads (lb) Vert: 17=-280 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=8, 2-4=-5, 4-17=33, 6-17=-34, 6-7=46, 11-14=-20 Horz: 1-2=-38, 2-4=-25, 4-6=63, 6-7=76 tun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:28 2018 Page 2 ID:In 1 E14n4krFMR5vCX81 ws4z2Ovo-y2oVTUxeKz?8rF2FKGmPq?dgOK?9tW W3ydRp7DzsT3P Standard Concentrated Loads (lb) Vert: 17=-280 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (pig Vert: 1-4=-30, 4-17=-30, 6-17=-98, 6-7=-30, 11-14=-20 Concentrated Loads (lb) Vert: 17=-237 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-3, 2-4=12, 4-17=-34, 6-17=-101, 6-7=-24, 11-14=-20 Horz: 1-2=-57, 2-4=48, 4-6=26, 6-7=36 Concentrated Loads (lb) Vert: 17=-371 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-24, 24=-34, 4-17=-12, 6-17=-80, 6-7=-3, 11-14=-20 Horz: 1-2=-36, 2-4=-26, 4-6=48, 6-7=57 Concentrated Loads (lb) Vert: 17=-371 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int)1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-3, 24=-12, 4-17=41, 6-17=-109, 6-7=-32,11-14=-20 Horz: 1-2=-57, 24=48, 4-6=19, 6-7=28 Concentrated Loads (lb) Vert:17=-371 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-32, 2-4=41, 4-17=-12, 6-17=80, 6-7=-3, 11-14=-20 Horz: 1-2=-28, 2-4=-19, 4-6=48, 6-7=57 Concentrated Loads (Ib) Vert: 17=-371 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-70, 4-17=-30, 6-17=-98, 6-7=-30, 11-14=-20 Concentrated Loads (lb) Vert: 17=-373 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-30, 4-17=-70, 6-17=-137, 6-7=-70, 11-14=-20 Concentrated Loads (lb) Vert: 17=-373 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-60, 4-17=-30, 6-17=-98, 6-7=-30, 11-14=-20 Concentrated Loads (Ib) Vert: 17=-339 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-30, 4-17=-60, 6-17=-127, 6-7=-60, 11-14=-20 Concentrated Loads (lb) Vert: 17=-339 sFrdq-nfxedxe:{u,rnn. ik •sl IJOE nLMrSnIEr•I Mall TWA m1�nJa rasiJuruna•;:.udJauasuER; Ixa. T4iSr dedprxe¢dm eNRNed4i eF I'9eIfF55 an rlJraflAdl2�lx! Ik Axlupl. TaaSe CS, rL Idxane kxl Srerent. Udcu srttnise d9d ee0e IaO,mj pJifllxN!hfrieleSSkli!?eelEelnxTf0lakIIIII.dStTfAlDesipElMnx�l.e.SEFI1Nrl0th!(Np�S!dnnr¶IaxTfntd516nx.tdD1TI0Iri1111dtt('dn'ItFr:SrxfI1IIR(SfII1OK:p,<{uesPernssr>1inNeetreTDaxlt,oNxi?Fl.iteFmpnsmNurs.lerC mfimu,smdm:t Anthony T.TomboIII, P.E. aNxdsdes luss4r- 11IMIie9 is lk MISINNIgOhl MR. NOrrisraNmNerst er lk ldidiel Dxidny®Nxehd;Iw9.tL,1Kulik 6rd kolnohnlKI+i1e �Trnf'dtk Tf100 eil en Adl rsedfia Tnss,nie5ylal:�.ssrryr,ixhOdiev ndGxi3 dills°6e resF;aeS7:>+d ' Retrlxg9es:5drxiEacerA:.Inckmjow4iftTMaNlkrneirned;nddnxddeGild.1twrnwSdepederneng."MipllnwSTTnndStu x:ufentxd!xnxrdpdmr_lDnPM,ess ksp bptronlrmsYa .'mnx,aw80083 ku 4451St. 0083Blvd. etenfu lefieed ITaCesf;od e;�eN epe a vrBiel Irdl ps;as inevei TleTnst Cftlm F;jieeer it ROi:u Ia^lar afsigex, xTuss SStha Earner deykildnr All sgtdaNhros xen dduN kl/il. (opErighl02016A-IRoatimsses-Anthony LTomboIll, P.E.Reprodudionofibis dommem,inany brm;ispsohiithadwithout the written permission homA-IRooffrosses-AothonfLTomhoIll, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0178052 XCAS5524A CO2 Common 6 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: B. Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:28 2018 Page 1 I D:In1 E14n4krFMR5vCX81 ws4z2Ovo-y2oVTUxeKz?8rF2FKGmPq?df8K1 stXP3ydRp7DzsT3P 8-5-14 4x4 11 Dead Load Defl. = 3/8 in 4.00 12 1.5x4 3 3>�4 IQ 5 131 O O G B c s 7 3x4 = 5x6 = 4x6 I I 9-5-0 17-10-14 9-5-0 8-5-14 Plate Offsets (X Y)— [4:0-3-0 Edge] [6:0-3-15 Edge] [7:0-3-0 0-3-41 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.17 7-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.52 7-11 >414 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) -0.05 6 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MS Wind(LL) 0.34 7-11 >631 240 Weight: 71 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except' 2) Wind: ASCE 7-1 ; Vult=170mph (3-second gust) T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 Vasd=132mph; TIC 'L=5.Opsf; BCDL=5.Opsf; h=25ft; Standard VVEBS 2x4 SP No.3 Cat. 11; Exp Encl. GCpone; cantil MWFRS (envelope) 3) Dead + Uninhabitable Attic Without Storage: Lumber OTHERS 2x2 SP No.3 to and C-C Exterior(2) zone; cantilever left and right Increase=1.25, Plate Increase=1.25 SLIDER exposed; end verti I left exposed;C-C for members Uniform Loads (plf) BRACING- and forces pl MWF S for reactions shown; Lumber Vert: 1-4=-30, 4-6=-30, 9-13=-40 FOP CHORD DOL=1.60 plate gri DOL=1.60 Concentrated Loads (lb) Structural wood sheathing directly applied or 3-10-0 oc 3) Plates checked f r a plus or minus 0 degree Vert: 10=-609 purtins. rotation about its ce ter. 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: BOT CHORD 4) This truss has been designed for a 10.0 psf bottom Lumber Increase=1.60, Plate Increase=1.60 Rigid ceiling directly applied or 6-0-3 oc bracing. chord live load non joncurrent with any other live Uniform Loads (plf) MiTek recommends that Stabilizers and required loads. 5) This truss has oeen designed for a live load of Vert: 1-2=147, 24=88, 4-6=88, 9-13=-10 Horz: 1-2=-157, 24=-98, 4-6=98 cross bracing be installed during truss erection, in 20.Opsf on the bottom chord in all areas where a Concentrated Loads (lb) accordance with Stabilizer Installation guide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and a y other members. Vert: 397 REACTIONS. (lb/size) 6) Refer to girder(s)�for truss to truss connections. + 0.6 5) Dead + 0.6 Cas Wind (Pos. Internal) Case 2: 6 = 1500/Mechanirzl � 7) Provide mechanical connection (by others) of truss Lumber Increase=1.60, Plate Increase=1.60 2 = 961 /0-8-0 (min. 0-1-8) to bearing plate callable of withstanding 100 lb uplift at Uniform Loads (plf) Max Horz � joint(s) except (jt=Iq) 6=474, 2=476. Vert: 1-2=76, 2-4=88, 4-6=88, 9-13=10 2 = 110(LC 8) 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 19, Horz: 1-2=-86, 2-4=-98, 4-6=98 Concentrated Loads (lb) Max Uplift 14, 15, 16, 17, 18, 20, 21, 22, 23, 24, 25, 26 Vert: 10=397 6 = 474(LC 9) hasihave been modified. Building designer must 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1:Lumber 2 = 476(LC 8) Max Grav review loads to ver,fy that they are correct for the Increase=1.60, Plate Increase=1.60 6 = 1500(LC 1) intended use of this truss. 9) Hanger(s) or other connection device(s) shall be Uniform Loads (plf) 2 = 961(LC 1) provided sufficient to support concentrated load(s) 745 2 , -9-4=-64, 4-6=-64, 9-13=-20 Vert: 1-2=-9, 2 lb down and 397 Ib up at 17-0-0 on top chord. The Horz: 1-2 2-4=34 ,4-6=-34 4, FORCES. (lb) design/selection of such connection device(s) is the Concentrated Loads Vert: 10=-706 Max. Comp./Max. Ten. - All forces 250 (lb) or less except responsibility of of ers. 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: when shown. TOP CHORD Lumber Increase=1.60, Plate Increase=1.60 2-3=-12/1, 3-4=-1/1282, LOAD CASES) Uniform Loads (plf) 4-5=-147472/1223223, 5-6=-1213213/306 Standard Vert: 1-2=-51, 2-4=-64, 4-6=-64, 9-13=-20 BOT CHORD 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Horz: 1-2=21, 24=34, 4-6=-34 Concentrated Loads (lb) 2-7=-1428/1646, 6-7=-997/1340 Plate Increased 1.25 Vert: 10=-706 WEBS 3-7=-378/473, 4-7=-235/483 Uniform Loads (plf) Vert: 1 4=-70, 416=-70, 9-13=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: i Concentrated Loads (lb) Lumber Increase=1.60, Plate Increase=1.60 NOTES- Vert: 10=-745 Uniform Loads (plf) 1) Unbalanced roof live loads have. been considered for 2) Dead + 0.75 R I f Live (balanced): Lumber Vert: 1-2=82, 2 4=52, 4-6=36, 9-13=-10 this design., Increase=1.25; Plate Increase=1.25 Horz: 1-2=-92, 2-4=-62, 4-6=46 Uniform Loads 06 Concentrated Loads (lb) 'Vert: 1-4=-60, 4 6=-60, 9-13=-20 Vert: 10=150; Conceentrated Lads"(Ib) 9) Dead+ 0.6 MWFRS Wind (Pos. Internal) Right: Vert: 0=-677 Lumber Increase=1.60, Plate Increase=1.60 1 Uniform Loads (A Continued on paqe 2 Yea §-Rraullacs§Uj ree:tvrtf'S rC7£iIP:S(S;'S�:r'}ei{:rlt iFt4i C:GAo1rr6SrDiTCr! tUTn`,lTY,volitfDEYfiI"ela radrlfi!yYl'jYe3ttN:"I rut as serE!s'rnf Ce:IQ be.iq OQ!eala:lt?`arj l.rPahl P.E.lcteeul S4rt§etae ns. Ekiure rests HceRero,nf; {flTttl&UtdN de:i {erldh!?i lb hieldit rsaflft Ca:mEe§ueer{is., SPer.-:7Esi'9lnS, ike laT l':D <tmtmrJgtnao!TR35 d:ji'J!§IdSYTiJ IEIr,"If(TrFI,Ttl rt3l§6 tSSRi.J:d11; !AOiA§S�.AW:; 1§l�Jir ` PIaf.3 fldst rl §RIumdeSj3iegtIsPt.UyIni'AtE:Sj!/I731S�§I3 lrir;ft:t5: irn br oT r3.i�§5"arnjta x:rydlet Cra,ht Bsfei {rolSxztl gainbtrfegh ,p8t ar4adtSetTC,1116rdlkflnlleal;i�j:e£salrtld. A!>Nrmtddet fll sthd(mdkf 6lss; iuiamjba§inr sfar�ex mtis�lkinn; sslil ie alreaasuil:yd Anthony T. Tombo III, P.E. -80083 iff E.Ddu§P:siQfraC.eehrru. iAann sfiMalSlTG; efttCt Qsau: asd r= ulsdt4ste!£a§Tcaiurp Sda!Matzf2e(iS'f ric.ixdh �ItdStileltAruuC(w§rrxfli.iEaul.Tq-11f?alefiln;pl:!i Frtetll.ulediilTlri::e::;ar.gsf blsiQ F!§ifeu ui':msrluAftSett,af.est 4451 St. Lucie Blvd. rl{tr+i>t iti9tdhlrflhRifpltdrjur lY�j§TPi§pry lti.I.td.i{tT!lSIDlSQTtl:F24!.IS �Di l;treldN§DeSi§ea,e: n:S. situ Ee§iser mk ilCilj..i9rljilthid L+;�:at et detnfd ie TN1. For',Pierce, FL 34946 (epyti0bjV2016A-TRest Trouts - Anthony LTombeIII, P.P, 9epmdurtionofihisdemment,in any form, isprohibited wlt400ltf!ttr)iPenpelmissiaafrom Ad tool lfasset-AnthoayLTombollhP.E" Job Truss Truss Type Qty, Ply XCAS5524A. CO2 Common 6 1 A0178052 Al P-IFTn,c P-, Dto...e El oAOAM ,t,._:,._r,_,._.__ ___ Job Reference (optional) LOAD CASE(S) Standard Uniform Loads (pig Vert: 1-2=23, 2-4=36, 4-6=52, 9-13=-10 Horz: 1-2=-33, 24=46, 4-6=62 Concentrated Loads (lb) Vert: 10=150 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=19, 2-4=6, 4-6=-9, 9-13=-20 Horz: 1-2=49, 2-4=-36, 4-6=21 Concentrated Loads (lb) Vert: 10=-561 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=3, 2-4=-9, 4-6=6, 9-13=-20 Horz: 1-2=-33, 2-4=-21, 4-6=36 Concentrated Loads (lb) Vert: 10=-561 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=39, 2-4=52, 4-6=29, 9-13=-10 Horz: 1-2=49, 2-4=-62, 4-6=39 Concentrated Loads (lb) Vert: 10=150 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=16, 2-4=29, 4-6=52, 9-13=-10 Horz: 1-2=-26, 24=-39, 4-6=62 Concentrated Loads (lb) Vert: 10=150 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=39, 2-4=52, 4-6=29, 9-13=-10 Horz: 1-2=-49, 2-4=-62, 4-6=39 Concentrated Loads (lb) Vert: 10=150 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=16, 2-4=29, 4-6=52, 9-13=-10 Horz: 1-2=-26, 2-4=-39, 4-6=62 Concentrated Loads (lb) Vert: 10=150 16) Dead + 0.6 MWFRS Wind (Neg..lntemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=19, 2-4=6, 4-6=-16, 9-13=-20 Horz: 1-2=49, 2-4=-36, 4-6=14 Concentrated Loads (lb) Vert: 10=-561 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-4, 2-4=-16, 4-6=6, 9-13=-20 Horz: 1-2=-26, 2-4=-14, 4-6=36 Concentrated Loads (lb) Vert: 10=-561 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pin Vert: 1-4=-30, 4-6=-30, 9-13=-20 Concentrated Loads (lb) Vert: 10=474 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-23, 2-4=-33, 4-6=45, 9-13=-20 Horz: 1-2=-37, 2-4=-27, 4-6=15 Concentrated Loads (lb) Vert: 10=-742 tun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:28 2018 Page 2 ID:In 1 E14n4krFMR5vCX81 ws4z20vo-y2oVTUxeKz?8rF2FKGmPq?df8K1 stXP3ydRp7DzsT3P Standard 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-35, 24=45, 4-6=-33, 9-13=-20 Horz: 1-2=-25, 2-4=-15, 4-6=27 Concentrated Loads (lb) Vert: 10=-742 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-23, 2-4=-33, 4-6=-50, 9-13=-20 Horz: 1-2=-37, 2-4=-27, 4-6=10 Concentrated Loads (lb) Vert:10=-742 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=40, 2-4=-50, 4-6=-33, 9-13=-20 Horz: 1-2=-20, 2-4=-10, 4-6=27 Concentrated Loads (lb) Vert: 10=-742 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-70, 4-6=-30, 9-13=20 Concentrated Loads (lb) Vert:10=-745 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-30, 4-6=-70, 9-13=-20 Concentrated Loads (lb) Vert: 10=-745 25) 3rd Dead+ 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-60, 4-6=-30, 9-13=-20 Concentrated Loads (lb) Vert: 10=-677 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-30, 4-6=-60, 9-13=-20 Concentrated Loads (lb) Vert: 10=-677 Iredq-rlit«n�.o,e1«,fr.r 'A 113CFOISSsrsfffir 6 illt HEASd(G6LIIIC51 (71TuN1 dL77"i(Yl[AtF.SYENi hrn ic-lr hop laoadowdraAwssoe!fisLessle.�D�evi�li(-0jut d,Adlu7T.T�i>➢4r.E ldpexe A«! bA,e nt. Odessoftenist oddatleIDl,-d Nlietnver.«r rates sbdles relfor dt WE to it sdil. As eons Dngt hy+eeap.a,lyeita(ftp«tt).Es udn Pr100 reyru«Is rc[mpq«d!7e pd?55101d q, Whons?"Illnft`l-41 «:f dIt,mHe 111Cx1(, tiler i•.`!•S. lk En ya nuoplsc!, Itda7«e8tlns. sspdiltlr Anthony T. Tornbo III' P.E. ztde iifa D« tdCsaSnbi. AD uxs stlmf:e rttED Pile i�i«sms ldnssdtL pnAe ( .mm sdole airinTSf1 dlist,d in M 11L1 aerdaewfat <80083 y 1 Pi 1 b1' 7 1 ti geem!adsualPslkuslsrnµaiSCmrsaeboxd3elerssmayeu,liossDesip6ps:ttmlrress6rafMru;uPs 4451 St. Lucie Blvd. rka^dse (died 1yo Gd:ed tyres ope uwdliq Irdl lM:n Imd«i 15e T«ss C+sla rsyiear Is 1014 rai�ay CP!1xr, srinss Sidem iyuser da(Ssl7i>3. Jll o�"n,`i:Id!ef©5 el! CS ddAN IITIFI. (opyrighi 0 2016 A-1 loot Trusses-AntbonyT. Tombo 111, P.T. itprodudion of this doroment, in any form, is prohibited withcot the written permission from A-1 Roof Tresses -Anthony L Tombo III, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0178053 XCAS5524A CJ1 Corner Jack 4 1 Job Reference o tional Al Hoot I russes, t-or( rferce, r-L jai:mo, oesignLanruss.win Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:28 2018 Page 1 ID:In1 E14n4krFM R5vCX81 ws4z20vo-y2oVTUxeKz?8rF2FKGmPq?dojKD3tZG3ydRp7DzsT3P .1-Fi-n 1 0-11-11 1 is 3 .00 12 2 T1 0� 4 Qo A° Qo 3x4 = 0-11-11 � 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014fTPI2007 Matrix -MP Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 6) Provide mechani I 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 6t=1 ) 2=245. BRACING- TbP CHORD Structural wood sheathing directly applied or 0-11-11 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 quide. REACTIONS. (lb/size) 2 = 230/0-8-0 (min. 0-1-8) 4 = -44/Mechanical Max Horz 2 = 65(LC 8) Max Uplift 2 =-245(LC 8) 4 = 44(LC 1) Max Grav 2 = 230(LC 1) 4 = 83(LC 8) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. Cedeg -rieese tlmegllJalie•tte'5-11O0T Il!'iS31"ifllU'j %IiI111Et9S d [Dg:IRC51C1STOMj 6h17'; S(1lDaLH;NEI MITtttttuutr tits 4d(14 net fir ass TODn ge all. As a Tans Desip hpeelie,SpoifttE trter;,fla ast is myTDO apt. ay ese d 16a fassfir my Wimp is ne rnpetsO111udN O.u.N O-, s 0*— do; d er at 1.161 Dagter, as Da rnad r • it 1 a'b pxndie aetd:6�eg Dnyrn!n#[�eno�.L''un sel uraae lDD ey hepearcn clpildn.sd Lp ap(up. Sdery es a aces ISIOTaela lien eat: e]edu lsOeelg oted:sd a ede earmi ! dI ed.n lFeuetl. ❑tIt ,SC ri E . C ! F 1• 9 J 1 ? e3 7 'p (opyrigh102016A-I Roof hosses-AnlhonyT.TomhoIII, P.E. Reprodu0ionofthisdomment,inany form, Aden eel mdeXnnitisless Oes sDraei>)IRw?ere ae leMurT. ieJe Ct r.L Ideeeme 1lxtgdea nt. Odessstmr-ls, ddei tetit TOD," aL•tsind eegas+Hegrespanllilrtph eta la pcc aesaftTr td pad eedtlDD uh. tsle lRl. lk hs:gtmenpiea. arl+gmdmxs, seddilap Anthony T. Tombo III, P.E. ad Wf—h al R1 Thippaal 0Is, TOD e>lis, rdi ue it as Tass. iodean Wfiq.stitege, 10119ieendlsmag M;fe Im aer.0:1ryd 3 80083 STU nerdeaal'a p t.! plmt 7FlMrislerespuA.9ies'064sdN:lass Dedpe,Tass 41PEsp."at TassaMe.^te,tsxn 4451 St. Lucie Blvd. 1.15tj Fort Pierce, FL 34946 The written permission from A-1 Roolhosses-AnthonyT. TDmbo III, P.E. Job Truss Truss. Type Qty, ply XCAS5524A CJ3 Corner Jack 4 1 A0178054 Job Reference (optional) Q9V1 0, utxslynr_EVd rtruss.com Run: 8A20 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:29 2018 Pagel ID:In1 E14n4krFMR5vCX81 ws4z2Ovo-QELthgxH5H77TPdRtzHeND9zSkXicOVCBHAMfgzsT30 - -1-6-0 2-11-11 1-6-0 2-11-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.28 Vert(LL) 0.01 4-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MP Weight: 13 lb FT = 0% 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 2-11-11 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) 3 = 72/Mechanical 2 = 263/0-8-0 (min. 0-1-8) 4 = 32/Mechanical Max Horz 2 = 106(LC 8) Max Uplift 3 = -60(LC 8) 2 = -270(LC 8) 4 = -46(LC 9) Max Grav 3 = 72(LC 1) 2 = 263(LC 1) 4 = 50(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=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 ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except 6t=1b) 2=270. LOAD CASE(S) Standard tSe�dq�rinseHrngNTreeiexru.'4-I IDCr II;ti53iiE[IElj,6[r9tCfEtNSd[OF:gilCgf[0S10Mrd[R9'IA[ttl001y^uY[Ki lnc reAg detip eaeOeIIrs m/selesfesa�islnss0esgs rsniyflf-0; erd rte LtYwrT. ieaSs!i{r.E.idnexe YatEtxeess. Odess Wlenise uAel tntlelOP,w!p Witkascemtr:Ees sld{t�uelbrthe T90hle rdlL e:eiross Desryv hprxeQ.e,Stesldq rrgreer;,llt ad nurT00 npeseds rerm;tmadlle tnLtslxd eq!reArgrsguslllllry ht a0t T00nlg,rsdu T@N.'h easlgr nsrnttnns.6dsgurduxs,smdling : Anthony T. Tornbo III, P.E. rintdti I nbrrldlrq(Slit restri illIgIf.0-LIle 0-,scsbriud"' .;[hlctliq Onignr,oft MmS1dla lt(,3:8; Writ btdtaiigM¢n1MI. le gymt'dsielOD ulmtldi nedfit Trils,W6q ISA4wn" nfilh6n ad intiq sMeN Ce restiaw:1rA c 80083 IN TReTggn'gm:W(l9v..IN nk3 nlmli Re T00nelh yonies.1019nsdne W6.1[reies seeft{rmmn;r[srtwswst TM rdslu ti.-nd exdtte germs pAille.INer8srs2ertsp-Hrrssera"es re'Tins[kstrimTins gtsipt]gicnnl Nis Yefi/t^P.lr; u:ns r'ketrrlu ldirsrlya64:edr¢etd eprhwmiq lg dl ip'K lnsTul TheTnst &site[eginerls101tk ldidag ungaa,nTn!s SgGen fagirnr r"mr lrtl5ag Al ropatdh;as nendefaNhTfFI. 4451 St. Lucie Blvd. (optTighlQ2016A-I Roof Trusses- AnihonyLTembo111,P.1. Reprodooionof this domment,inonyfmol,isplohib0edwithout lhtwritlenpermission from A-IRoofTmsses-AnthonyLTombo111,P.L Fort Plerce,FL 34946 t Job Truss Truss Type Qty Ply A0178055 XCAS5524A CJ5 Corner Jack 2 1 Job Reference o tional Al Hoot I russes, ron Fierce, r•L d4u4so, oesign(da Iuuss.cam Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:29 2018 Page 1 1 ID:In1El4n4krFMR5vCX81ws4z20vo-QELthgxH5H7?TPdRtzHeND9tXkQxcOVCBHAMfgzsT3O 1-6-0 4-11-11 3 4.00 12 o Ti r; 2 B1 1 �• 4 0' A p 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) 0.15 4-8 >404 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.08 4-8 >772 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Weight: 19 Ib FT = 0% 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 or4-11-11 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 uide. REACTIONS. (lb/size) 3 = 141/Mechanical 2 = 342/0-8-0 (min. 0-1-8) 4 = 64/Mechanical Max Horz 2 = 147(LC 8) Max Uplift 3 = -122(LC 8) 2 = -333(LC 8) 4 = -82(LC 8) Max Grav 3 = 141(LC 1) 2 = 342(LC 1) 4 = 91(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has b 20.Opsf on the botio rectangle 3-6-0 tall I bottom chord and ar 5) Refer to girder(s) 6) Provide mechani( to bearing plate cap joint(s) 4 except at= LOAD CASE(S) Standard In designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members. r truss to truss connections. connection (by others) of truss le of withstanding 100 lb uplift at 3=122, 2=333. Guuq nerehaeo9Eirrnleetke•na1061 I'm Mi,stsinudtlsshti.atOld !rnemD," rllretu..4etr'dessill haulIs, l&1DDIs ie,41 AseLns Desya Gpwr(le. SKtidtr Guw'rll s!d to prnDeepresdsamnr.aa;edlte jrd!sslnd egieslte rrlteslihD(h; the les:FadhesytTnss L•p ad ee le iDD n¢, w1uT?Fl.rteL•sip n!mpiec.ledaloelmu!, senelM,r Anthony T. Tombo I1I, P.E. rdesed*1 Nss4: try10111 is lit reslitunly duo—.fte ornss!AMZdedc Its 10114eOesilK!'ast, twig dust le(Vl[adhiled tainolr aalntl.nes{tmddhelftio!lell ne dl!inss, mdteiti kaCta.R:ge.iuhadin alkmsr ttAEMNa ¢!px5il:hd w80083 ' asx(DDetja:rtlQaaam.Ali pfsstlotshtIt1hjxirttsurpil9msettaek1h.trdr.4aWHY I'4.116'.W''rt1g,sWbr171utISILS—dusuillitVs )tie=LTFRf6,,s--W,sj.AJ'*,s Wrv'ts I'laNts Duror.1w hsip5P.—lrn!srmma!t:w.as 4451 St. Lucie Blvd. eltmuldudlre Ce9wepedouvbrdDq ltdlrer,.s imed!el nernss C<tls E>3ixer tsaDTtk eAaa7 Cefper,vTnss Sps:nratit>c!dm(odlie. Al q:. " x:ts-tas Mud lanlL Fort Pierce, FL 34946 (opyrigh102016A-I Roof Trusses -AnthanyLTomhoIII, P.E. Reprodudionofthisdocument,inanyform,isprohiPedwithoytthewrittenpermissionhamA-I Roof Trusses- Anthony 1.Tombs, fll,P.E. Job Truss Truss Type Qty Ply XCAS5524A CJST Corner Jack 2 1 A0178056 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. Tue Jan 23 14:10:30 2018 Page 1 ID:I nl EI4n4krFMR5vCX81 ws4z20vo-uQvFu9yvsbFr5ZCdRhotvQi8u8tlLTILPxvuvC6zsT3N -1-6-0 3-0-0 4-11-11 1-6-0 3-0-0 1-1 1-11 Dead Load Defl. = 3/16 in co A 0 0 rn 0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.07 . 6 >812 360 MT20 244/190. TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.23 6 >252 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.13 6 >456 240 Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 OTHERS 2x2 SP No.3 BRACING - TOP, CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4 = 125/Mechanical 2 = 353/0-8-0 (min. 0-1-8) 5 = 91/Mechanical Max Horz 2 = 147(LC 8) Max Uplift 4 = -79(LC 12) 2 = -224(LC 8) 5 = -26(LC 12) Max Grav 4 = 125(LC 1) 2 = 353(LC 1) 5 = 100(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C, Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=224. LOAD CASE(S) Standard ZhGedq�llusetgrrregNyrMirxfk'Ad ID0.8DSS3rSEtlglj 6EFtISi TEtNSbCPkCi005S tUfT7ttj W'tl';:.trg[Pi�uSdENi lerz Serb,hupinentlen esd nededecaCdsUus]nip UuriylR4 ed lMledugl. t�rYaD(rF.ldecxe Awtte4s ese. Udes: ellx+iu stndeotleIDD,a'p .dw ersmr{a4s sDrtiMesdhnkTDDla 6e rtli1.4seirns Desigehglutlile,l7etidir6preer;, tSe sed sa uJTDD upetuts eeu¢ ,a:eAltre{rtl!stlartl eq:arAgrs{xsililybr lie ln!gactmrsvgtegn:s rr{�n4 mneTooaeq,eseerT�-E. ttTaas;gnmsro{rires,itl2:e'uennxs,nncuirg Anthony T. Tombo III, P.E. cl osedtils T:rtfr:n{leilfieg is rN as{usililiM1dthfhneih O+uis idHnrd ey9wlie taleiep Ouiiar,m;k ndeddlu lgt, ii tlCudtlebu Wift3uh ad Kl. Th gpnsd d ne TOD eN a W",d6erust.W.&Ikfi'. skrge. bfillefin urhuig 6di:a ise re{atlidMd u 80083 rcaraeapDesxrMf[dena:.RPuksstluuhelDDM{ia0iusofg+fl9nstdtlerilRy(ea{nmgderyhinmutn¢psihsledSTrAMIrUmrdvem7ugeemi0e.mUPh9uila:egmHNs,96'mdy:lmDevper,lies0egraprumdrnscMaMne!er;uxsc g451St.luefe8lvd. elrMse rrradlya (Id:rn aged egu ®ttniq Igdl {rn:es ludsei IieTnss Celia Egaeer is MCT"�ilsi�ag Dni}�ey uTos sy�sa Cqurer dmyaellffi:} ul ig:'3Mkrmi ueos dead j,RH. fopyrighl©T016A-1AoetTmsses-AmbonyLTemboIII, P.I.Bepiodudiondhisdorument,inany form, isptabibiledwitheDtthe wrineopermission from A-1Rooilrusses-Amhonyl.Tombo111,P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A01780572 XCAS5524A D01 HALF HIP GIRDER 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cwm Special 4.00 12 5x6 = Run: 8. s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:31 2018 Page 1 I D:ln l E14n4krFMR5vCX81 ws4z2Ovo-McTd5VzXdu N iijnq?OJ6SeFDuY9S4jpVebf rkYzsT3M NAILED NAILED \ 1.5x4 11 ... A ... A -- ► 4x4 = � ' 14 15 16 6 17 18 19 5 3x6 11 MUS26 8x10 —_ MUS26 MUS26 3x6 II 0-&14u1US26 MUS26 MUS26 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.07 6-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.15 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 240OF 1.8E WEBS 2x4 SP No.3 *Except* W1: 2x6 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-M oc bracing. REACTIONS. (lb/size) 5 = 4780/Mechanical 7 = 4995/0-5-4 (min. 0-2-1) Max Horz 7 = 291(LC 5) Max Uplift 5 = -1559(LC 5) 7 = -1602(LC 4) Max Grav 5 = 4780(LC 1) 7 = 4995(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-3274/1103, 9-10=-3274/1103, 3-10=-3274/1103, 3-11=-3274/1103, 11-12=-3274/1103, 12-13=-3274/1103, 4-13=-3274/1103, 4-5=-3161/1073, 2-7=-3191/1055 BOT CHORD 7-14=-221/323, 14-15=-221/323, 15-16=221/323, 6-16=-221/323 WEBS 2-6=-1335/4227,3-6=-552/128, 4-6=-1495/4435 NOTES- 1) 2-ply truss to be ( (0.131"x3.25") nails Top chords connect oc clinched, 2x6 - 2 clinched. Bottom chords Conn staggered at 0-7-0 c Webs connected as clinched. 2) All loads are con: except if noted as fr LOAD CASE(S) sec been provided to di: (B), unless otherwis 3) Wind: ASCE 7-1( Vasd=132mph; TCE Cat. II; Exp C; Encl. cantilever left and ri, exposed; Lumber D 4) Provide adequate ponding. 5) Plates checked fc rotation about its ce 6) This truss has be chord live load none loads. 7) * This truss has It 20.Opsf on the botto rectangle 3-6-0 tall I bottom chord and al 8) Refer to girder(s) i 9) Provide mechanid to bearing plate cap joint(s) except (jt=lbl 10) Use USP MUS� nails into Truss) or t starting at 1-5-4 frog truss(es) CO2 (1 pl chord. 11) Fill all nail holes lumber. 12) "NAILED" indict (0.148"x3,25") toe-n Dead Load Defl. = 1 /8 in PLATES GRIP MT20 244/190 Weight: 231 lb FT = 0% 13) Hanger(s) or other connection device(s) shall be nected together with 12d provided sufficient to support concentrated load(s) 414 follows: lb down and 292 lb up at 0-6-14 on top chord. The as follows: 2x4 -1 row at 0-9-0 design/selection of such connection device(s) is the vs staggered at 0-9-0 oc responsibility of others. :ted as follows: 2x8 - 2 rows clinched. fllows: 2x4 - 1 row at 0-9-0 oc dered equally applied to all plies, nt (F) or back (B) face in the on. Ply to ply connections have ribute only loads noted as (F) or indicated. Vuit=170mph (3-second gust) =5.Opsf; BCDL=5.Opsf; h=25ft; GCpi=0.18; MWFRS (envelope); ht exposed ; end vertical left 1L=1.60. plate grip DOL=1.60 drainage to prevent water a plus or minus 0 degree designed for a 10.0 psf bottom current with any other live een designed for a live load of n chord in all areas where a ,y 2-0-0 wide will fit between the iy other members. for truss to truss connections. ,al connection (by others) of truss able of withstanding 100 lb uplift at 5=1559,7=1602. 5 (With 1 Od nails into Girder & 10d quivalent spaced at 2-0-0 oc max. 1 the left end to 11-5-4 to connect 2x4 SP) to front face of bottom where hanger is in contact with 3-10d (0,148"x3") or 3-12d per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 5-7=-20 Concentrated Loads (lb) Vert: 2=113(F)3=45(F)9=45(F)10=45(F)11=45(F) 12=45(F) 13=45(F) 14=-1480(F) 15=-1480(F) 16=-1480(F)17=-1480(F) 18=-1480(F) 19=-1480(F) ttaa Paau 3�!tslsp tHk*M'1 IOOf iUSSB(SP.':Erf,eii[tAt 7RkSt(Cngii7MS TSiOrd;W'EI`:tripiLED,LLiII'feo.rwdrki:reIi,,ew a!!edfitts aNO I Delp frixiq Ulnofbi pi.tiaii m,f1. idefo-tlifettith!eas!. off.f:lwri}esti'M m tle TIP, ulr xiiettanftu il}tlssb:EhrcedMA:lfthk!}s �t kiflmf±lia Fllrjia.,Sien.^ry ioj"!oS:Ue}fdufry lJ!}ie;esfmrfgtat:a!Uf i�des:a myo}e!!esnafYdrM�a}G.4pad5l siilleinslyihdaUllEl ielf,mluliFl,l3ldesgsnvzikm:tinr afi:�us, m!3:!m, Anthony T. Tombo fii, P.E. fid ae A!di lnsf 6r crk?ba7 isn;µmz:hd6i CiR}!,r}t CiW�i MEi![Itf ijeetft ¢„l Sx;;;s3f;r;;,p iii (q'SAE(IIt I1G!SfRCf�A{IHIIY"j UMQijiiFl,Tli})i!6}ild;�IITS RIC(Atlltfee AETnS5, if11e;Rp ti%Ilif). Sh1Pje,k}t"lSRtSd A'lMii3lSfil !l Al itii>i}!I'jN 80083 ' no-l*K}iP}siyfuvldfieuo-:!o-tAlat!}fdfda;ul9aNt4tpru!:usulprt}s}tdUtk'ixj(>xpffdSahtflduasmpY(Silpil:uldirlNi}dSKI.,Fie!}Ifltb!SFMLIIs9M..ITT Ide.'Slitlf;P fill4451St.Lucie Blvd. iUw*iu ldiaalrtGetfliplH.imunFug krziatils gnlld. i4Lfsf gfsip Egsef: if t9t Uc iditur PesirfeecheislrstenEe:a}s fi u!kul�q.1'l upih4wltlffrf is aetnec i, tttl. Fort Pierce, FL 34946 Upyigbi02016A-1 Roof frusses-AmbonyLTomboIII, P.E. Repodu:fi000111:isdDomenl,iaCRY form, isprohibited w boll Thew!inenpefmissioefromA-ilootbusses-AnthonyLTombo111,P.E. Job Truss Truss Type Qty Ply XCAS5524A D02 HALF HIP 1 1 A0178058 Job Reference (optional) -, UWbI9, i1tua I u USS.Wnt Run: a. 20 s Nov 1 Z 207 r vnnC t5.1ZU S Nov 12 ZU1 / MITex Industries, Inc. Tue Jan 23 14:10:31 2018 Page 1 ID:I n1 El4n4krFMR5vCX81 ws4z20vo-McTd5VzXduNiijnq?OJ6SeFAUY7t4mHVebfrkYzsT3M -2-2-0 ' 2-2-14 , 12-7-7 2-2_0 2-2-14 ' 10-4-9 4.00 12 7x6 - 5x6 = 3x6 i:::� 3 4 11 13 10A 15 4x6 11 6x8 = 3x6 = .o 2x4 = =a0 •o 16 17 185 19 6 3x6 II Dead Load Defl. = 1 /8 in 2Z2,14 11-4-0 12-7-7 O- -14 9-1-2 1-3-7 Plate Offsets (X,Y)- [2:0-1-8,0-1-8] [3:0-4-3,0-3-41 [4:0-3-00-2-12] [8:0-4-0 0-4-01 [9.0-3-0 0-0-121 [11-0-3-0 0-2-8] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) -0.21 10 >697 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.24 7-8 >605 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.02 10 >999 240 Weight: 120 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except" T2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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) 5 = 559/Mechanical 11 = 769/Mechanical Max Horz 11 = 110(LC 8) Max Uplift 5 = -279(LC 8) 11 = -403(LC 8) Max Grav 5 = 620(LC 26) 11 = 769(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-219/255, 3-4=-225/277, 5-7=-563/576, 4-7=-446/608, 9-11=-734/823, 2-9=804/822 WEBS 3-8=-454/639, 2-8=-427/630, 4-8=-269/215 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) and C-C Exterior(2) -2-2-0 to 12-5-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=279, 11=403. 9) 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 CASE(S) Standard tYfle:'4 •I1tnllr]f!iv'jk!i rl,Itp M •t tgoTTrouEsrsaltr r?.FI1sI Thus o Iorumes IkKT61i �tU!I1�RIIIDYLID-oYESr Ittq, Pe,drltt$a j-Ytxt!g50!! Itilbtl4 NriIS rM1 Deslge �/ciOy;fDCM1alM aeemy j.IIMt IP rt. (frNteC Sint ItrtR etl. DdH30:kgxitf ssthleapt TDD,t1iy bliTekravtd. yldnsk4It.'aferieTO1.h'dit ass leessotu®Feysseer(i.e,Sterio-q Enyissgl,rie sede 07M[Irma,megtjso O6,1rttnsW eay^seesy resPsi'i tOf&Lp AIs, sigh Lesss!g0#w3e13DW!,,"Iff Ml, ra lesiytnsasp`�s, kaltg:af:"icts; =estkq Anthony T. Tombo tI:, P.E. esineAdis nsshsaryAillagisskre:psm.x.;hdtit P,Fss,6t Ucees's tgktliM tysdgrietr.'iiy kaper,ithrsurtrttds it;Mittrslske Intl hl!issj tth�liH•I. Tu oypwslddeTDnl clfiellnedlit Trtt; urZg!util'mr,sh,et,¢suiditeadbnisg still ke ria;esTns&i6yd Mralfu Msi gnlitdrxgr. AD sires ulMn!kiG!rAEe cgsW 80083 s Ts M guirtedMt+LxgSo-apsmSEileq ai;S)pStSdh;fleN$keest;nsdkpadptae1P41dcs6tsr,7t•niCssal/dttsolMTtst4tscc;'stssEsq}sCepwa!?nssMudtCeq,wnt 4451St.LucieBlvd. tpnru Mnelh, sitshxl tpuleP is e+�hc�prrgs intLd. ikt Lns Q<sT Esjatls is Wi Gr{dlrny Dtsiyncss Tarns Syslw Etc!xcdlni�lliry. Lsgilda,Nrgqr ae estsiwl4tRl. (epyright02016A.1Roofhusses-AnibonyLTombsIII,P.E. Repsodmilosofibisdorumm,inanyfarm,ispiobibitedOhmthewsivenpesmissioglrom4.1Roofhosses-Anlhonyr,TombsIII,P.E, For, Pierce, FL 34946 Job Truss Truss Type Qty PIY A0178059 XCAS5524A D03 HALF HIP 1 1 Job Reference (optional) Al KooT busses, rord r!erce, rL .rea•ro, ueatylIf&a luu--I 2-0-0 : 4-2-14 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:32 2018 Page 1 ID:In1 E14n4krFMR5vCX81 ws4z2Ovo-qpl?Jr_90CVZKsMOZ6rL_mKHxR4pAKetEPOG?zsT3L !-0 ' 2-0-0 ' 2-2-14 7-1-2 '1-3-7' 4.00 12 4x6 = 4x4 = 3 4 11 13 1014 15 3x8'vlr 1718 4x6 11 3x6 = 1•Qib1 0 2x4 = to 1975 20 6 3x6 II 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) -0.26 7-8 >559 360 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.43 7-8 >338 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.04 10 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* W1: 2x6 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, Except: 6-0-0 oc bracing: 8-9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5 = 559/Mechanical 11 = 769/Mechanical Max Horz 11 = 157(LC 8) Max Uplift 5 =-305(LC 8) 11 =-376(LC 8) Max Grav 5 = 621(LC 2) 11 = 769(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/319, 3-4=-275/361, 5-7=-564/624, 4-7=-459/654, 9-11=-734/782,2-9=-719/796 BOT CHORD 9-14=-252/72,14-15=-252/72, 15-16=-252/72, 8-16=-252/72 WEBS 3-8=-372/529, 4-8=-429/318, 2-8=-229/441 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10 Vult=170mph (3-second gust) Vasd=132mph; TCD=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl.,IGCpi=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=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has beef n designed for a 10.0 psf bottom chord live load noncdincurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capble of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=305, 11=376. 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. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in PLATES GRIP MT20 2441190 Weight: 104 Ib FT = 0% we-4 Prose 1iwf'#j f1m. fit'1.1 REX ❑NS; S1 :r;.. Wful INS It rOMC PCRS 1pSTCdI;'tN[i" A(Re3910SIl:SI'4m. N& da`4aprrvHus nd lnlvuts se 61s mass 6esy4 hrsils;NPiar'i!s'!2ry 1. Lage I!!,Pl.lifetent Slepggiere ate. Re.'tll C1t!+isg tMdlnt6F ru0, vll,+ OCfeS rmurhl/lztns!l:l Ye nedhrS iC;,hSe n'�A 1seL•ess;eixa s(a:tt;e.iilei'yrgs±n.He rzde4ecp �9n esr35ssary!meaes g�ltessix$tagixw!gresg�suJrhl d!dasirad!m imlxLnsrrmRdea'seT Cnlr, ntrrlrfl.r4:dn!gnnsoa>°an. roTwg rodneas. sr:,t5n Anthony T. Tombo 1111, P.E. nd uedsits trassht ar r+;t3a;is'a nspm:'x�"ttttie Cuxs�, he Oros+'sehlwcttdggedar6rt3lgGes:,le be text>;f`fttl{L Ike 6tadMlnel>3dYag:shaadl.NL La>agroeal a'ikaIDlcl etttiddrtedtktims, nueagbnCisg. siwage,a;k.itin al knhg ddl gnat tesynsmii'!d T 80083 ' h!{nlTug Nfig!(f]d rlerernl. SD Nil4 fet eN4:"'.'Taa lid ytwetn e4r 'fSS tE Ili H=STgrOigAlit SR:h llltt88.G(:gng'Af-4kdgr iH 64d 1FU trt fF`Nn(F}lY gkYA g*IdCte Ril dl4M5�l tF.g3lSUIL:650IIAUS II i>!Tt{{S CVS!C`?:11rif CtLgl rig@tH Aditf)f ih4lh�Ylt,BlSS 44551 rJt. Ltl(.1� Blvd. !f!ts�iu dd®ellre Gedslrp:d q:ah nF'sg {g s: gsrlies hold. ik TmsCtvp Ggaew is tpi ht{ntdhg Ptsipn,e:Tmss;sftarvseelfstjl+q.liurihh,d h;�sct nterutd!F TrFL Fort Pierce, FL 34946 (owidt 0 2016A-1 Roof trusses -Anthony T. Inaba Ill, P.E. ReptodoUion of this daument, is any fum, is psohibiled wilhou416ew;men pesmissioefrom bl Roaf lwsses- Anthanyt Taabo Ill, 1`.1. Job Truss Truss Type Qty Ply XCAS5524A D04 Half Hip 1 1 A0178060 i Job Reference o tional Al Root i russes, tort Fierce, FL 34948, design(a_)altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:32 2018 Page 1 ID:In1E14n4krFMR5vCX81ws4z20vo-qp1?Jr 9OCVZKsMOZ6rL_mO8xT6pAYetEPOG?zsT3L L 6-2-14 12-7-7 6-2-14 6 4-9 4) 3x6 = 4.00 F12 4x6 = 3x4 = 10 11 9 12 13 14 ' 4x6 11 3x8 = -o 2x4 = o 15 64 19 5 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.24 9 >618 360 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.27 9 >546 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.01 7-8 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 64-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 575/Mechanical 10 = 585/Mechanical Max Horz 10 = 125(LC 8) Max Uplift 4 = -317(LC 8) 10 = -169(LC 8) Max Grav 4 = 623(LC 2) 10 = 585(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-346/263, 2-3=-279/341, 4-6=-566/649,3-6=499/668, 8-10=-550/411,1-8=-494/436 BOT CHORD 8-12=-274/121, 12-13=-274/121, 13-14=-274/121, 7-14=-274/121 WEBS 1-7=-1031308, 2-7=-360/541, 3-7=-513/415 NOTES- 1) 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) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 4=317, 10=169. 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 PLATES GRIP MT20 244/190 Weight: 102 lb FT = 0% Nxaar PtoseSiaxpiynutwrie'i 100ftIUSSES(SR!EI'h FuiEn!lE1NitEG4UT.'4MS:US1UAll'tU!EI`Llhii7vUDEkr5I'hra Tudydx!{aratae'as Pistol MIS xhittxx Unite Dr"u;900Ja1tu?el3Pt T. Teak FUJI.IderexeV.01T.-P. :s4ss p'lnrix trded x'bsP'0, xis xiteY xxeM piths sta!SiexrdMhs SU hit ttiL lsulmsGetia EapatttOe.,Sper. TEuriatetl lkuulPay P9 up'esemsmesrylaa0.+!ks rttetshxt rapeetr grnptesii iJrht Ns d±siged9e siagleTmst P.pCNea TSg rely Pdw lfl t. lk usi;tatuxpkm, haU'��d�xt; sah%�¢ Anthony T. Tombo lI:, P.E. P(atddtthnshs aT 6>SY=vpai4•n;pmsm!7d7k 0ix!,sis@rstt'it7ln,itti ryxlx�x6#'ie;0e;inx,hht stetpolis it{,@t V Odra Ird Wfap had?Id-lkerlmel a' s1.Axl xT Hel¢Psdiit toss; urk3ip 6miiicp. tlusgy zsh;?Efx¢l Vxiry sShc7i Pi srrxsiiil;hd 180083 ' 6".!AMIsig "of"h d'ite.l.j.4 trtMo;he tau'shpxews Pf sSvssdhtkiFxg(exp»etl Se.tr htxaa^.asEltitlply9el l.?Fi u1SEEA aetdxexN lx {mrzi'®itue, rrll d2ass liestsspxs,Sll=x al laasd4eTnP ve;:ar..'ross trs�n 6gxx xd?rnsNn!tttker,ce@ss 445i St. Lucie Blvd. ttln�i;ek?iallre[xhr.Iryxrdtpxun�xg6pa;{aAixhxltl.iteLess[usipEy�sen.Isl9frxldllia9Pss;p£ecebassSrsiearr,:xxdxpkalq.Lxphiu�linasaexefisethltl�t. Fort Pierce, FL 34946 copyright d2016A-I Real ttusses-Aethany1.Tomb 111,P.E. ReFiciturfloo offbii dmintat. in any issue, is Flobibittil without the w1itten pemission from A-1 Roof busses Anthony 1. loato (11, 1`1 Job Truss Truss Type Qty Ply A0178061 XCAS5524A D05 Half Hip 1 1 Job Reference (optional) Al Moor I cusses, ron rierce, rL o4140, ueblyll(W,6 wuss.wrrl r.e,r.. 4.00 F12 6 7 8 3x4 II s Aug 31 2016 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:33 2018 Page 1 ID:In 1 EI4n4krFMR5vCX81 ws4z2Ovo-I?bOW B?n8WdQyOxC6pMaX3KW LmpYmso6u8aoRzsT3K 5x8 = 1.5x4 11 2 3 5 9 4 3x4 = 5x6 = 12-7-7 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 FBC2014/TPI2007 CSI. TC 0.92 BC 0.64 WB 0.30 Matrix -MS DEFL. in (loc) I/deft Vert(LL) -0.29 5-6 >511 Vert(TL) -0.49 5-6 >305 Horz(TL) -0.01 4 n/a Wind(LL) -0.04 5-6 >999 L/d 360 240 n/a 240 LUMBER - TOP CHORD 2x6 SP No.2 *Except* NOTES- T2: 2x4 SP No.2 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; WEBS 2x4 SP No.3 Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) BRACSt and C-C Exterior(2) done; cantilever left and right TOP CIHORD exposed; end vertical left exposed;C-C for members Structural wood sheathing directly applied or 6-0-0 oc and forces & MWFRS for reactions shown; Lumber r except end verticals. DOL=1.60 plate grip pOL=1.60 BOT CHORD 2) Provide adequate drainage to prevent water Rigid ceiling directly applied or 7-8-4 oc bracing. ponding. WEBS 1 Row g� 2 4 3) Plates checked for a plus or minus 0 degree at midpt rotation about its center. MiTek recommends that Stabilizers and required 4) This truss has be n designed for a 10.0 psf bottom cross bracing be installed during truss erection, in chord live load Wont ncurrent with any other live accordance with Stabilizer Installation uide. loads. 5)' This truss has b en designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 6 = 555/Mechanical rectangle 3-6-0 tall b 2-0-0 wide will fit between the 4 = 555/Mechanical bottom chord and an l, other members, with BCDL = Max Horz 10.Opsf. 6 = 360(LC 9) 6) Refer to girder(s) for truss to truss connections. Max Uplift 7) Provide mechanical connection (by others) of truss 6 =-195(LC 8) to bearing plate capable of withstanding 100 lb uplift at 4 =-349(LC 9) joint(s) except at=lb)I6=195, 4=349. Max Grav 8) This truss has been designed for a moving 6 = 584(LC 2) concentrated load of200.01b live located at all mid 4 = 555(LC 1) panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. LOAD CASE(S) TOP CHORD Standard 1-2=-292/208, 1-6=479/458 BOT CHORD 6-7=-573/359, 7-8=-573/359, 5-8=-573/359, 5-9=-336/282, 4-9=-336/282 WEBS 24=-640/759, 1-5=-99/293 Dead Load Defl. = 3/16 in PLATES GRIP MT20 244/190 Weight: 107 lb FT = 0% Me�aap •P rou+�nts Ir Watt. tie'I; IQgf 7USSES {'S::?rl�, Ef.MEId(11tUS A (OdDTIpM{.LS10M rtN[I" Irrlgat[D5Yd5T `:tea. ield*!ti`.Gs(Y6�tNEl5 "I!nd"Its to An iltel Mir vwq 0 GGIWIP4101 Link IILt;.lev' ! Suit hire n!. tWtst aho.ist ste dos N 100, se!* 16ietr�utha!ides skallhes!dlsrletiGGh4e li d. IsnL•els Cesimi!paar0e.,inri'n Fegntny Me seQ eseet ra is}recw!t at xuepMet µtr tesctteai tojia!niryinptaiA'drhl6?dtsipr d!it sagle Has!ltpi^edn3tiC9 ve¢,!edn lrll, lit deslpt n;esp`eos, leld gned"is¢e;:x!u:ih Anthony T. Tombo 111, P.E. solueAdif itess 6r ap A!{dag![3!rrprasi'r,":pdtie Prnt,he Dres+irrtiwitdget!er6.:'f�.7M/.,ia fit lex'er,tlEs QL de lrteedtk lttel l.l!tag tehat3lrid. iit o{rret!lo!",alGea'eeehe!da:ddt init; mrFv:m3 a�ilur. etagh+%AP•�ia sdl:ni[hG It Pe;e!Nesifril^rd 80083 Q! Iwllur (Mfigetf oad ieelecrtl. IIIaelel Sllesltl heiGG IeOtQt!Ilt"UI eEI191�eYalltllllr4SLOGdLT)Attl Su*:t5 MetBe:�{ivaraSsSslltiry en/SKI ere ' rfernMiu dta!e! reldua. PSI ddotslit eFi$91SRILe45uldd.71H 9I Mi ietiii Gr�rr;� rAtl Gt31!i r6!i!tE(aI i(eIf ketehCrer, Pli!iS � 4451 St. Lucie Blvd. eila.i.ed>!iulge(e.gzt eptel epoeie sr:aglt s!peicrs Unld.`:It lees! GtsiP h};ett!is!Pi Gt reitdie96esipeee+'rrst Sniear;sestl oer leiefu1. 17 urtltli;!ife;�l«tesitfrctl itlPM1. Fort Pierce, FL 34446 (opylighlC2016A-! goof hoists -AndhonyLiomhaIII, P.E. Reproduction alibis deutneot,inany him, krichihiledwi16oullbewitleapetmissianlrnmA-I Fool Losses-Ant6onpi.iorilmIII, P.E. Job Truss Truss Type Qty Ply XCAS5524A E01 Roof Special 3 1 A0178062 Job Reference (optional) y U, unalynlwe 1 uU5J.W111 Kun: n.-IZU S NOV 1Z ZU1 i runt: dAZU s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:33 2018 Page 1 ID:In1 E14n4krFMR5vCX81ws4z2Ovo-I?bOWB?n8WdQyOxC6pMaX3KfSLp4Ymgo6u8aoRzsT3K -1-6-0 3-2-12 6-8-0 10-1-4 1 -10 1-6 0 3-2-12 3 5 4 3-5-4 -8-1 4.00 12 4x8 = 1.5x4 II 5 3x4 vS13 II 1.5x4 11 3 4 6 7 cl 2Lo V 1 2 0 . 141 8 6x8 = 7x6 11 3x4 = 4x611 3.6 1 19 5 20 5x6 = 12 11 10 1.5x4 11 5x8 = 1.5x4 11 -12 6-8-0 10-1-4 10-1n 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 0.28 Vert(LL) 0.02 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.01 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) -0.01 8 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix -MS Weight: 87 lb FT = 0% LUMBER= TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 WEDGE Left: 2x2-0/16 SP Stud BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 ON; bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. :] REACTIONS. (lb/size) 14 = 797/0-8-0 (min. 0-1-8) 8 = 270/0-8-0 (min. 0-1-8) Max Horz 14 = 285(LC 8) Max Uplift 14 = -749(LC 8) 8 = -243(LC 9) Max Grav 14 = 797(LC 1) 8 = 275(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1247/604, 3-4=-1070/556, 4-5=-819/466, 5-6=-290/686 BOT CHORD 2-14=-542/1302, 13-14=-816/1047, 8-9=-412/191 WEBS 11-13=-496/118, 5-13=-541/1007, 5-9=-620/194, 3-14=-206/560, 6-8=-327/680, 9-11=-342/102 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) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 joint(s) except Qt=lb) 14=749, 8=243. LOAD CASE(S) Standard C'ereeg Pose tlueryH7miewlfe'gd loci fii.SSrSiilllR'16EA9gt1Et1158rOM�11Ci1[DSTDNj krtd';lCCtlGd7rJSMEIri'@xs in-A@!etl@e@ueoeters u�IrtJeNrswstisTlns Aesig�Dlniy{I[�;-A nx ltlira@T.Iczg>D;r.E lelueme Simi eSseese. Udess filer+ise slgd eeNr7DD,sm'p IDTegenniurp'e." ellimmedtwthlimbeenlig. As aims Deslgr hViteril.e.Speaetp[rglner;, 5a sarinnplDO repeseels ra smeAmelit psafestlncl er;!o[!mg rzgenllllit/i; lye dnVOIk s's0ns@epinegmtlelDDodp.ndu1&I. itr lenye nvnpuss,Ir[A:ryne6nxs, seiseum@ Anthony T. Tombo lII P.E. edneefdu Trntsferlep lellirg islhrzspnsiMlDp 9W.wfimO-rs0sd7d.ps1erlh ldltieg Designr,stanehsl dlle lgciba VS;ngth[rdkAk;rr1e mini. tie c@}mei n@Ih iDD a>leer fleN uedhe inss.inDetirs gcd ag. sserrye, lesM1lfdin nlgantig sSsllMt;e res@ae4g:!:ner :Tomb r I Ike"It, Onip!.1 comr :. Jul rules selmsaINMM liep alas and li'deins etie lnlo.1 ftp®nt Seery to-.,.0. sal" pisheip IN rolSlu's"t enedfw gnwor+PIAM IN mfins4anspsviliain.4don etlalint Deslper,Imss Deslpisgw.1 Tins Nawlr^.e!er; nks 445t St. 0083 Blvd. r#v+Ise ldirdipaGeree ogrctdepe ir.riliq 1p nll geR.+s lndeef. TieTnssksip Esgireer is NOT N 141.g Pengaw,0rut Spiess Egwrecapi,!IMI. Ul so@!,eaeA4ros wem deratl sa1P11. Fort Pierce, cf Blvd. (opyrighl02016A-IRoDILusses-AmbonyT.TombeIII, P.E. Reprodutlionofthis dommenl,incoy form, isprohibited withesnThe written permission fionsA-I Rod Tresses -Anthony 1. Tombolll,P.E. A'. Job Trios Truss Type Qty Ply A0178063 XCAS5524A E02 Half Hip 1 1 Job Reference (optional) Al xoot I cusses, t-ort coerce, rL M140, eeslgntcaa I srusa.wm 4.00 12 1.5x4 II 3 1 2 53 3x4 = 7 5x6 = Run: 8.121) s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:34 2018 Page 1 ID:lnl El4n4krFMR5vCX81ws4z2Ovo-mB9mkX?PvplHZAVOgXtp4Gtocl8xHCtxKYu7LtzsT3J 4-2-0 4x6 II 1.5x4 II Dead Load Deft. = 1/8 in 4 5 3x4 = Plate Offsets X Y -- r 2-6-0 2:0-2-0 0-0-15 , :0-3-0,0-2-12 4-2-0 4-Z-U - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.39 Vert(LL) -0.10 6-7 >935 360- MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.25 6-7 >386 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) -0.03 6-7 >999 240 Weight: 53 Its FT = 0% 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 4-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 6 = 294/0-3-8 (min. 0-1-8) 7 = 773/0-3-8 (min. 0-1-8) Max Horz 7 = 184(LC 8) Max Uplift 6 =-145(LC 9) 7 =-570(LC 8) Max Grav 6 = 294(LC 1) 7 = 773(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1239/396, 3-4=-1052/397 BOT CHORD 2-7=-338/1258, 6-7=-224/263 WEBS 4-6=-258/245, 3-7=-284/573, 4-7=-609/1265 NOTES- 1) 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) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked fo rotation about its cer 4) This truss has bee chord live load nonce loads. 5) * This truss has be 20.Opsf on the bottoi rectangle 3-6-0 tall b bottom chord and ar 6) Provide mechanic to bearing plate cape joint(s) except at --lb) LOAD CASE(S) Standard a plus or minus 0 degree designed for a 10.0 psf bottom current with any other live :en designed for a live load of i chord in all areas where a ✓ 2-0-0 wide will fit between the y other members. al connection (by others) of truss ble of withstanding 100 lb uplift at 6=145, 7=570. Ai"' q-fleuetlaeyHrre!iewtlt'dliO6EIlOSieS ;FtlEtl e[gat?ittN58[O%:liICSSfOSTOAj dL7H'i t:tlC :T NEXi'hra ferAp Petipl H itkaFetnrt p'6.etssil[k BitehrltrTDOla x Peed. As eTrFes DesipF 6yiuertl.e.5pe7dit 6detsrrRe sees eF.yIDD repnesW, ne-p�s d I1 ud Bse Ilia rmss4r ey trll€ieg Is Ike "sipu!itila. d Ns O."'VlF 0-I s e4t"!d e;tA rtle rsrltiy Der1w.,htke seBhn dfu ni, 9e l5: edN n wi d drn. '. PN!sEd ifl ttsk+.ifap Des:;:a: Fro rsanrtN..A.. rsks seixlhtleTDO ezlsu Te�ias®dgeHdnesdtee k!Itiei [cep:aedS aryl em ;tGI;P dp s I Imdsti Tneires DesrmE Ieeer is lLi rx Bti'da�OP as rtins. Y.m" ie.tr a`.s Fks�risF ldiedlToiF9;cd aped BptF iF nrinep lTd Pert. y d i , p W CoptTigh1Q7016A-IRoafTcusses-AnthoryT.TomboIII, P.l. Reproduction ofthisdomment,inonyform,ispsohibitedwith: n e>eaaa.xr� a.I�sT!cs oe:a Ha,cy{rtw; �a ft, arrb�tl.trzate. t[.IdaP�t u>of 6az!ene. odes! uf�.fte a,td eammo,any hFd en eeiFFr spFi lrlapi eke les�drles!F¢eTn se PO.4 FeteeTDOaelp. eaderi tl hi spt nsmptieq_bdwpaetine,>. teDdflr7 p'Ehg ITe eIF41. 1lfpT'teelln9t lOD BtIFWh d Se dh2TRSLlaefefip eC^A'MTp. Sh:yP 1!hiFll led herxg STII !''L�R!�i'S het f Rte.17a.'L IPA aseYx NRxLrss Deuper.l.ess k.e,Tapi.ersasirtes ff-fts!e".!"s q III 4"d'dhras ere.lead raft I. wriden permission from A -I Reof Tresses - AnlhonyL Tombo III, P.E. Anthony T. Tombo IIT, P.E. 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type qty Ply XCAS5524A E03 Half Hip 1 1 AO178O64 n4o,.s ram........, r.... n:...__ r� o.�.� I--`--^-"------`- '. ---- ----'--' - �- - Job Reference (optional) ca!ynl,a ! u uoa.wrn Hun: ts. 120 s Nov i2 20i / Print: 8.i20 s Nov 12 zul / MITek Industries, Inc. Tue Jan 23 14:10:34 2018 Page 1 ID:In1 E14n4krFMR5vCX81 ws4z20vo-mB9mkX?PvplHZAVOgXtp4GtnK13jHFxxKYu7LtzsT3J 10-11-s -1-6.0 3-6-0 8-8-0 10-11-1 16-0 3-6-0 5-2.0 231 0 4x6 = 2x4 11 4.00 12 _ s 6 0 O 00 3x6 = 13 J-tau i 2-7-8 3r0.0 i 10-11-1 10-a1-9 2-7-8 0�8 1 7-5-1 0 8 Dead Load Defl: = 1/8 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 0.47 Vert(LL) -0.07 7-8. >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.19 7-8 >508 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.04 13 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix -MS Wind(LL) -0.02 9 >999 240 Weight: 84 lb FT = 0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W4: 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 8-10 WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 788/0-3-2 (min. 0-1-8) 13 = 296/0-5-8 (min. 0-1-8) Max Horz 11 = 226(LC 8) Max Uplift 11 = -556(LC 8) 13 = -129(LC 9) Max Grav 11 = 788(LC 1) 13 = 309(LC 2) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-827/292, 3-4=-658/203, 7-13=-323/297 BOT CHORD 2-11=-270/880, 10-11=-233/475, 4-1 0=-1 67/313 WEBS 5-7=-243/289, 3-11=-334/516 NOTES- 1) 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) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8: MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load 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) Bearing atjoint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable. of withstanding 100 lb uplift at joint(s) except Qt=1b) 11=556, 13=129. LOAD CASE(S) Standard 6'criy lln:etlmalHrrslirwt3e'A 110C; IIuSiS("iE0Ef16fA;Ikt TIN&the MYurT, iaalaBo ELM.- YesltR mt. Odes A'.-e dda r*TUP,aj t11Te9utee!tur'fesshilire:Nhr At TIDbot!01. As'Im for lesE'.gae'IEe s:e�eTnss arpin.4 earte TD", wt0m. Trx aezAaxsmp .le!Ssrcteamx;,seaeUej Anthony T. Tombo rq vid Wq %;% mb We m oesiK1.A,oII? P.E. .dw.i; Thiii:1'e• uytu g 1; reerespwslbhh dNom'the 0"?s a*Tol qui rtte 101110E prtr, �n%k w d derv(, S?is;a.areeirr�e��tzs pi-diae Tnoa�t uytidbu thins. redrtia tmA°�. nmre ret sail)E! Lu :nd «.. 80083 ' Zt Ihlwftleesipa•er�ftaReth�. al:m'essetaat@eleDenttzepr�i¢s®7peitdnesdtlernldq(orzpaalkl!¢hkn[nn;ttpf,p!abs&d@rTtlwaSCl4er.:dmtxeSpHpremclpaaue:.TPrlk:itt.reere:pnxaoiesssad±isrtoTiesseenpox,T�essle:p6gaxrwarn;sxauvnreea:c .;451 St. Lucie Blvd. elendse Fret ayo `.ad�cd eyied eNe n r!aiq Irdl pupa Imc?!ei Tieinss Crsi�Eepieur Is 1Ci »Se 6a�a' 0!sE;aer,erTrss pys:s Eapn;e! d®r5+d4y. NI r�i'd744os stem ddmdra111I. (opyrijbi CQ 2016 A-1 loaahusses- Anthony 1. Tombo III, P.E. Repsodurtion oEthis dorummi,in enybina, is prohibited without the written pertnission from A-) Raof Tr®sees -Anthony I. Tombo 111, P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0178065 XCAS5524A E04 ROOF SPECIAL 2 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. Tue Jan 23 14:10:35 2018 Page 1 ID:In 1 E14n4krFMR5vCX81 ws4z20vo-EOj8xt01 g7t8BK4bEEO2cUPuH9OJOjl4ZCdgtJzsT31 1a11-s 4.00112 1.5x4 11 4x4 2 3 an 1 O 14 15 10 6 17 3x4 = 4x6 11 2x4 11 8 7 3x4 — 3-6-0 0_a8 3x4 = 4x4 11 4x6 = ilf LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.18 6-7 >534 360 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.28 6-7 >338 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) -0.08 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.06 8 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x6 SP No.2, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W3: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except 10-0-0 oc bracing: 7-9 WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 662/0-3-2 (min. 0-1-8) 11 = 317/0-5-8 (min. 0-1-8) Max Horz 10 = 201(LC 8) Max Uplift 10 =-396(LC 8) 11 =-172(LC 12) Max Grav 10 = 662(LC 1) 11 = 377(LC 36) 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp C; Encl., I Cpi=0.18; MWFRS (envelope) and C-C Exterior(2) one; cantilever left and right exposed; end verti I left exposed;C-C for members and forces & MWFR$ for reactions shown; Lumber DOL=1.60 plate grip POL=1.60 3) Plates checked for, a plus or minus 0 degree rotation about its center. 4) This truss has T beef designed for a 10.0 psf bottom chord live load noncgncurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 'j1 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer sh�juld verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capa�le of withstanding 100 lb uplift at joint(s) except (jt=lb) (10=396, 11=172. 8) This truss has beer designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, noncgncurrent with any other live loads. LOAD CASE(S) FORCES. (lb) Standard Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-485/444, 2-3=-506/421, 6-11=-377/337, 5-6=-240/360 BOT CHORD 1-14=-352/252, 1-15=-407/536, 10-15=-407/536, 10-16=-407/175, 9-16=407/175, 3-9=4281770 NOTES- 1) Unbalanced roof live loads have been considered for this design. Dead Load Defl. = 1/16 in PLATES GRIP MT20 244/190 Weight: 76 lb FT = 0% wealn- NSA lSartquyrenewISO 'A -I IOU I053S'SIIIEr), UIR11. TENS d WINDIS(DSTDIA t I'XI,A(I!IDk1FDSNSIPf-1c4drslpitnmelen trl(ead edes utlisT!ev DelpgrarigtlF4;esiFhAArarT.Tc>',Dtai r.Eldtllr.!SIn15sfi!!mt. UIIns FritiYlar SlalN tP iYPR!D,tA?J WTtknttedu r!enssSiliMtANfir tte iDDlax•diL AseLms DtslphpeenQ.e,Sp;idll Fttlutr;,ri?udnnyTDD reTresemuvnY.�ndtle lral3ssludeq'sr+lte rzgnslillnykt6e ln:gac,`tles!teTn!s deco?Iut5e10D avlr,eadulD4l.ReL+s:pmstnpnn.itrL:€gsndmeu. stndnal Anthony T. Tombo III, P.E. taJtaedrii TiiSSdt!ItI IPIIl1t ISIM(nlNtflfia.drie0all,rie Ow,liftlrandepmt: lit lnifilFDtnIINa,9h8}land AnelK,:Yli(atltltWci WAgnlruM."Ryind dth lDD ealmfielAnedHe inst.mdtaa Axd ig.n!gr,inM1ii6ity udk?esag sSaii: k'n n?KrtiSd:hd -80083 ' 1MRi!eegOKS^r�ulCtCteM1!.All MIS se?AnAINRV1IaI!aunsandltiddntsdritWhOl(tal;*mSSW" tio, uta t(SrpNnledI?inmlSKAtrerdyendk,Tenn!pidun.IPHkites3?n.re+ara;AnndbSesdalti!rssDedper,Lusgn!pFnpazerndTnssNaa+lta!eyu4ss 4451St.Lu[eBlvd. t2tMulditdlya49•N teed envucahq l7 di rnrtm lmdui lleLus tens Fn9!eeta6lDF,",a 6x1aT0n:3aer,rtTr sSyfta iyutertmT ErilA>g. All rq:lladi 4rms Orem MASS AM. Fort Pierce, IL Blvd. (opyright02016A-IReofBosses-Anthony 1.TomboIII, R.E. Reproduaionofthisdoament,inany larm, isptoblithedwithout 01Awritten pmmissionfrom A-IRaolTrusses-AnlhonrLTomboIII, P.E. Job Truss Truss iType Qty Ply XCAS5524A G01 Half Hip; Girder 1 1 A0178066 Al Annf Tnic�o� C...e or.,.,.,, .1 .J.. Job Reference (optional) ��a Run: o. 120 s Nov i2 20i7 Print: 8.12U s Nov 12 2011 MfTek Industries, Inc. Tue Jan 23 14:10:35 2018 ID:In1 E14n4krFMR5vCX81ws4z2Ovo-EOj8xt01 g7t8BK4bEE02cUPux9RXOWe4ZCd 7-0-0 11-A-n 4YA = 4x4 = 3x6 11 5 6x6 = lbead Load Defl. = 1/8 in r-rdse Unsese (A,T)- IL:U-U-U,U-L-U1 IJ:U-0-U U-2-U1 Ib:U-J-u U-4-41 lb:0-4-4 0-1-81 LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.16 6-9 >852 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.17 6-9 >814 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 61 lb FT = 0% 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 3-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. MfTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 972/0-8-0 (min.0-1-8) 5 = 1167/0-8-0 (min.0-1-8) Max Horz 2 = 193(LC 23) Max Uplift 2 = -949(LC 4) 5 = -1163(LC 4) Max Grav 2 = 972(LC 1) 5 = 1167(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. - TOP CHORD 2-3=-1914/1800 BOT CHORD 2-6=-1758/1755, 6-11=-1834/1827, 5-11 =-1 834/1827 WEBS 3-6=-1194/1119, 3-5=-1987/2000 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); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondinq. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5)1 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6); ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the . bottom chord and any other members. 7)' Provide mechanical connection (by others) of truss tolbearing plate capable of withstanding 100 lb uplift at joints) except Ot=1b) 2=949, 5=1163. 8)i Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 58 lb up at 9-0-12 on top chord, and 775 lb,down and 900 lb up at 7-0-0, and 221 Ibdown and 286 lb up at 9-0-12 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 (pig Vert: 1-3=-70, 3-4=-70, 2-5=20 Concentrated Loads (lb) Vert: 6=775(F) 10=-2(F) 11=-221(F) I Se!rig•Heru&nyHf urltrrikell 1313E 116SSTSI'star GERM TENd('1MIRS asTaldra a.;a(KICUQSOINflnr Verdi Hsip parades rdreaf r9nmt>is Lns 3es!ePD'w.'jjff.WIh WiefT.1�1a 04 rF.lelnenr A!ef5earens. UNnsrNAnis, uael,atlel3P,a!f a1Tt4areemq:rhssldl to rtedhrtk ie3u6erdil. sseLns Deslpvhp�H{tl,suidt(�dxer;,Raso?ea nyMmy-ts ,-pla:e[7lie ufnsia! qe .rirj q..Il ilaftr Medwpd lh lrl,Tms dap:armne TO ult, estertxt. N(Ispa mnUptim hra•'.e7mtmxs,'011104 ', Anthony. Tombo III P.E. .1 dfiis tmsshrPIT ldlfirp isteeuspx!ilili�,l7A Mel.6e3vuiscRbri±rdapeS rr lie Miter 3esipx,,�n?ttnhd Nli,ItC,dejIp(mf tse lend1u1"We.1W.ipe rfotd dfie TO.4v! Wits, rfle!Trrss.iad,agbj,%shrge, leshl?rfimmd krcep shdle!lem!fe.s is?:Ifd Y ' ' da tiYag 3ngse:rdfmSrrb!. Al raps ura?uMeIDDnlla praalrr.®dp.if9tncdtl!Gilaep(wryraerlsAnp(o`n'nrTim;aSf pellulk'o-f TN¢A sIES n:n?.v!alM penen?p+ear_IYrl Ee rh,g::npemiS:Aes udbf,�pieTrns 3ell}!n,trns 3n �,gheerevlrress tlan?!rk!er,aasi ' 80083 rkc�,fulegredl olet:Nr !d nir mtie I dl ut:rs h!dted. IReTmu CeslaE ivuri RCi 4k tdla 3ni feyuTnssps?!a 6phmd S,ilpia. ulr 4451 St. Lucie Blvd. T Ae w 1 T 1 !T j 1 ap p q„M,aeptrosrreasddaelu1T41. (opfright © 2016 A -I Raathusses-Anthony y. Tomha III, P.E. Reproduaion dthis dorument, in anylorm, is prollihiled withu f fbe written permission fiam A -I Aaoilresses-AnthonyT. Temha 111, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0178067 XCAS5524A G02 Half Hip 1 1 Job Reference o tional Al Hoot I Fusses, tort Fierce, t-L 34`J4o, ceslgn(Na"T n'uss.com 1-6-0 so 2 4x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:36 2018 Page 1 ID:In 1 E14n4krFMR5vCX81 ws4z20vo-jaH W9D 1 gRRO?pUfnoxvH9hyl sZpPl4ZEosN EPmzsT3H 4.00 12 2-8-0 4x8 = 1.5x4 11 3 4 6 n• u 1.5x4 II 5 5x6 = Dead Load Detl. = 3/16 in 9-0-0 2-8-0 Plate Offsets (X Y)- [2:0-2-0 0-1-12] [3:0-5-0 0-2-4] [5:0-3-0 0-3-0] 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 0.85 Vert(LL) 0.46 6-10 >302 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.27 6-10 >514 240 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix -MS Weight: 52 lb FT = 0% 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 or 5-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 679/0-8-0 (min. 0-1-8) 5 = 463/0-8-0 (min. 0-1-8) Max Horz 2 = 233(LC 8) Max Uplift 2 = -641(LC 8) 5 = -455(LC 8) Max Grav 2 = 679(LC 1) 5 = 463(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when showri. TOP CHORD 2-3=-514/903 BOT CHORD 2-6=-990/395, 5-6=-1034/405 WEBS 3-6=-897/327, 3-5=-643/1650 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=S.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=1.60 plate grip DOL=1.60 3) Provide adequate ponding. 4) Plates checked fo rotation about its car 5) This truss has bee chord live load none( loads. 6) * This truss has b( 20.Opsf on the bottor rectangle 3-6-0 tall b bottom chord and an 7) Provide mechanic to bearing plate cap. joint(s) except at --lb) LOAD CASE(S) Standard to prevent water a plus or minus 0 degree designed for a 10.0 psf bottom -urrent with any other live an designed for a live load of S chord in all areas where a 2-0-0 wide will fit between the F other members. fl connection (by others) of truss ale of withstanding 100 lb uplift at 2=641, 5=455. Gemq•ne!senutyllYrnit,tse's-I 1WHISSEIrsflllij6(A9S(RWTd(9pt918fif (DSiOn{"dn]'i r(rrDi'��.iNElli ImI 91T[t[neemr pin' All t.d is, bIOD1,it 61. 1s e1,ns Destp FiVessi (Oe,Sstndtg bpu!ote! ad tt.1TDB npesutsam Ai Heseit*1Lzshr4graER is lie respoiblA.dix0.1r. k arms tA:srad t,•nl a tie I r1 to Desire,®N neh#dfS!R(, th 0.(i(aiDes q:e'W([a;tee'.rll rsarssdeduIt, lDD aU inpan ssal 3°{. t.sd th4ilo it(urgw. West let S ., e2 uidirEll oDv:�t edt tbrrifitldl 4rtn in[aei ileTnss C+n�F lretr is NDi'ksia`dmEes.w nTns-s.a � P P p 9J 1 y f 'g', Y (oppighl02D16A-IRoalfmsses-AnAnnyLlombo111,P.E. P.eproduttionolihisdommenf,inanytorm,isprohit d reef nd>.swnislmsOnseDru+iyit(4; vi lk Ad6uYT. iezetgi,t.E.lduene Sl4!tlR`oRne. Udns tiler+ire ;ISled eetleTOD,w'Y len:t!eleg reymlYlily 4•Ibe lespt!ttesepel.tsiro>fatleTDDw¢,oaiffTPFI. I&L•Agenvapnr it[1hg[t[tm»f, nrcAary Anthony T. Tombo lll, P.E. !g[tle eti 1P61. ➢lquneidllt lDD n'd vt+lid{sedntTnst. udtGeelad7a}Ct•rye ishlltfittudker.4geulila Pe re�gasflheT 580083 rel!:!vef5: pemtgtifmn_1eH ee5ras4!,tsg4n:§ tles[ef6!i!sdM!Tuss Deufter,l.ns Des:p Fipa!ereef Foss YaM!n:ee rties'. 4451 St. Lucie Blvd. nl rgtlalf kros tr4a 0efaed Iti/Tl. Fort Pierce, FL 34946 lea permission hom A -I Reof Tresses-Amhonyl. Tomb Ill, P.E. Job Truss Truss Type Qty Ply XCAS5524A G03 Half Hip 1 1 A0178068 Job Reference (optional) T Roof trusses, Forr Pierce, FL 34946, aesign@aitruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:36 2018 Page 1 ID:In1 E14n4krFMR5vCX81ws4z2Ovo jaHW9D1gRRO?pUfnoxvH9hy20Zns11jEosNEPmzsT3H 1-6 0 5-5-5 11-0-0 1-8- 1-6-0 5-5-5 5-6-11 -8- 3x4 = 3x4 = 1.5x4 11 5x6 = Dead Load Defl. = 1/16 in Plate Offsets (X,Y)— (4:0-2-0,0-2-131, f5:Edge,0-1-81, (6:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.20 6-7 >682 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.12 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) -0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 55 lb FT = 0%a 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 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-7-12 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 = 643/0-8-0 (min. 0-1-8) 6 = 499/0-8-0 (min. 0-1-8) Max Horz 2 = 274(LC 8) Max Uplift 2 = -592(LC 8) 6 = -504(LC 8) Max Grav 2 = 643(LC 1) 6 = 499(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-964/1962, 5-6=-188/288 BOT CHORD 2-7=-2161/875, 6-7=-2161/875 WEBS 3-6=-873/2166,3-7=-645/242 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) 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=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=592, 6=504. LOAD CASE(S) Standard d'adsl Ilnm NsregHrrniewth'A T ID0r Msursfuln G11.1A(TIWSe(Es1101S (DS10M{E118'jtlll0fi;i01dEXi hrs. TerilA 6dp lsAmelws rd resded?sat>;sTes Oes!q Drs+iyllri; ere lfe AdWlLTealsOl, r.tldnexe Assl6¢ (ene. Delese slkeniu ddd snVWDD;wj pJTstvsnearls:essldlts ssedfirda l➢Dlakoili. AssTrms Oedpho"e.{Le,STeASDy Gpceer;.lSe oohs orlDDrepeseds ssasepm:edtbr pslesind erl'ee!;irg mysulliltty'e; isdst:pdrM s!e sTms L+pmshndeTDD mli; rder i7FT.Ttxlesgs nsenphn,bdhlusdnns, seaasitry- Anthony T. Tom lII, P.E. cd me etes TsssSrny1.16l is IAerulmilliry dt'h0.nr,1h0-es.d�riedepda tie Iuliiy Desilnr,. Ise("he d tole(,6, 6(a13, led a ftple.1Mi. ile glTnd dlle TDD asl nrlielAne dfse Tnss. Wdsaq INTu>3,sh:ge,inhlldies udtn(sD sldi:s rta reslxtf:l:nsl : ' tt+kilelDes°,rmsdhamTs. All reasWo!u b 00enetaputasalp!19usdtLMlby(.troedSell hamsavejW,Jd7iM4TUASl(Anent.-xeASrl-1pfto,TIH OSSns@e:eseem!1ti:uesW6:lsdd?ImsDtdpN.IesssDes:0srnp ts.1Ten V-Waw,.s s 80093 - 4451 St. Lucie Blvd. dlevis Idirdlr o(ed;W yred spe ®ndlisl Ardi im:s ladrei llelns; Cesigo Eyirze(is 1DT 04ldday Essyver, rtfiss 51s±a 6lie:er dmr ls04y. Athg6fadx:os ueas ddmd ia1PTl. Copyrigbi02016A-1Roof itusses-AaboayT.Tembo111,P.I.liepeodudionDi ibis doanent,inany form,ispeohibiledwilboathewrineopeemissioofrom A-]RoulTrusses-AorAnnyT.Tomho111,P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0178069 XCAS5524A G04 Monopitch 12 1 Job Reference (optional) Al KOOT trusses, rOrr rterce, rL 34y40, Oe319TI%Da I lUU55-WITI -1-6-0 rn 2 rtun. o. s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:37 2018 Page 1 ID:In1 E14n4krFMR5vCX81ws4z20vo-BmquMZ21Ck8sQeEzLfQWhvVCNy6nUUmNOW6nyCzsT3G 11-8-0 12 3x4 3 4 Dead Load Defl. = 1/16 in J 6 LJ 5 3x4 = 1.5x4 11 5x6 = 11-8-0 6-2-1 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 FBC2014/TPI2007 CSI. TIC 0.80 BC 0.77 WB 0.69 Matrix -MS DEFL. in (loc) I/deft Vert(LL) 0.21 5-6 >670 Vert(TL) -0.13 5-6 >999 Horz(TL) -0.03 5 n/a Ud 240 240 n/a LUMBER - TOP CHORD 2x4 SP No.2 3) This truss has bee designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 loads. OTHERS 2x2 SP No.3 4) ` This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-M wide will fit between the Structural wood sheathing directly applied or 5-6-6 oc bottom chord and an X other members. purlins, except end verticals. 5) Provide mechanical connection (by others) of truss BOT CHORD to bearing plate capable of withstanding 100 lb uplift at Rigid ceiling directly applied or 2-6-6 oc bracing. joint(s) except (jt=lb) =588, 5=508. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. LOAD CASE(S) Standard REACTIONS. (lb/size) 2 = 64210-8-0 (min. 0-1-8) 5 = 500/0-8-0 (min. 0-1-8) Max Horz 2 = 284(LC 8) Max Uplift 2 = -588(LC 8) 5 = -508(LC 8) Max Grav 2 = 642(LC 1) 5 = 500(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-971/1956,4-5=-191/289 BOT CHORD 2-6=-2175/882, 5-6=-2175/882 WEBS 3-6=-647/243, 3-5=-890/2196 NOTES- 1) 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) 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=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. PLATES GRIP MT20 244/190 Weight: 56 lb FT = 0% AGcdq � fleestdrrnydrr?ritnfle'AI IBC; aDSSJ I Atltlj 6rW9L fE1NS b rB1"dllUkS fUSIBMj Sl1d']d(ClOW��idfM;' ler& Tartly d ty1Tflflre[fil Arks Sul to nedfi Ue In uke nN. is e7rns Oesyv hgneyte.57mdly 6pus ;f5? ud n orlDDrepneds rncm�u cAne dhirI akr.71.1 gts lie reslw idaedtk0mnde 0-i-6, ?di d1; Ike1616.1 Desirnr,.NIld?d d1r 1146? 11' detll+UDes:�r u1(efnCm:.11'r�hs sticn�deTOD rrllSerialnsaf pil9i¢sdrle Md6q[esraed Sddp FxS�edin',ttA; rrNtsFxd s2C.ise ldiedlpoGd,Rd aged awhrmiglydi ruCn indrd AeTnss C:;:afgkenislCT crt rAfaU Cesiprer,nTnss Sps:m �yu� Coppii;bi02016 Ad ltoofTrussts-An(bany T. Tomba Ill, P.E. Reproduction of ibis doromeni, in any fDm is probibhed, ed!s ultislrps UnQ ha+iq It[w; art Ih+r ddhnrT.IealaCi, LL ldeeaz Sl:sl le;e ru. Udess sdx+ise ddd eadelDB,u'p tdn r?slsn!Ilinyk, ile In!¢+d Ike sip eTn!s ea'lnel eodelUUn¢, Nv I•.`Fl. iLr i?sya nrmNieC, bdaparbnns.t,iidiliry g Ids .1 MI. Is gasedeith IN talmfiell nedth NIS.i d,dgb T!I—dfrt peead?:dnr_ IN h rasl?nspe��w:nes nadatl d1a' dU my0dudkrnr areas ddmd 1,1111. lea permission hom A -I RDDITresses-AothonyL Torth III, P.E. Anthony T. Tombo ITT, P.E. 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply XCAS5524A G05G HALF HIP GIRDER ' 1 A0178070 Job Reference (optional) Ai hoot trusses, Fort Pierce, FL 34946, oesfgnigaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:1037 2018 Page 1 I ID:In1 E14n4krFMR5vCX81ws4z2Ovo-BmquMZ21Ck8sQeEzLTQWhvVCMy4EUQGNOW6nyCzsT3G 1-6-0 3-0-0 7-0-0 13-1-0 19-4-0 1 6-0 3-0-0 4-0-0 6-1-0 6-3-0 art 5x6 Dead Load Defl. = 5/16 in 3x4 = 1.bX4 H 3x6 It 3x6 = 1-11 4 3-0-0 7-0-0 13-1-0 16 4-0 19 4-0 1-1111 1-0_12 4-0-0. R 1_o s_a O OD O Plate Offsets (X,Y)—[3:0-4-11,0-1-81,[4:0-14,0-2-8],[6:0-3-0,0-1-121,[9:0-3-0,0-1-8] [10:0 4-0 0-2-12] 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 0.80 Vert(LL) 0.30 10-12 >764 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.50 10-12 >459 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.91 Horz(TL) 0.21 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 242 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP 240OF 2.OE, B3: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W4: 2x6 SP No.2 OTHERS 2x4 SP M 30 *Except* 01: 2x2 SP No.3 LBR SCAB 1-4 2x4 SP M 30 one side BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. REACTIONS. (lb/size) 7 = 1875/0-8-0 (min.0-1-8) 2 = 1906/0-8-0 (min.0-1-8) Max Horz 2 = 191(LC 23) Max Uplift 7 = -1070(LC 4) 2 = -1066(LC 4) Max Grav 7 = 1875(LC 1) 2 = 1906(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-654/219, 3-19=-5876/3176, 4-19=-5800/3186, 4-20=-5030/2788, 20-21=-5030/2788, 5-21=-5030/2788, 5-22=-5030/2788, 22-23=-5030/2788, 6-23=-5030/2788, 7-9=-1820/1098, 6-9=-1458/851 BOT CHORD 3-12=-3079155610, 12-24=-3148/5.701, 24-25=-3148/5701, 11-25=-3148/5701, 1 0A 1 =-3148/5701, 1.0-26=-227/416, 26-27=-227/416, 9-27=-227A16 WEBS 4-12=-772/1568, 4-10=-695/407, 5-10=-454/393, 6-10=-2653/4778 WEBS 4-12=-772/1568, 4-10=-695/407, 5-10=-454/393, 6-10=-2653/4778 NOTES- 1) 2-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc clinched. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 cc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 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) Special connection required between scab 1 to 4 back face(s) and truss. 4) Unbalanced roof live loads have been considered for this design. 5) 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=1070, 2=1066. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 68 lb up at 9-0-12, 49 lb down and 68 lb up at 11-0-12, 49 lb down and 68 lb up at 13-0-12, , and 49 lb down and 68 lb up at 15-0-12, and 38 lb +, down and 58 lb up at 17-0-12 on top chord, and 772 Ib down and 513 lb up at 7-0-0, 215 lb down and 108 lb up at 9-0-12, 215 lb down and 108 lb up at 11-0-12 215 lb down and 108 lb up at 13-0-12, and 215 Ib " down and 108 lb up at 15-0-12, and.221 Ib down and 286 lb up at 17-0-12 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: 1-4=-70, 4-6=-70, 13-16=-20, 3-9=-20, 7-8=-20 Concentrated Loads (lb) Vert: 12=-772(F) 10=-215 5=-7(F) 20=-7(F) 21=-7(F) 22=-7(F) 23=-2(F) 24=215 25=-215 26=215 27=-221(F) Yna� Kaaa nntsl5ll inky Ra'S? IFDt110SSf5 �!$!Ii?. HBEtltitWS t rCAOTGNS IDiCON�FV'ii jFtlt9N1lDEkt6r4ra, Pn;tylts{ayrraer+xs m!Pet!a�ts rotas Pros 4tslp �tiep^DOlmf>alAT.LaN IB,rA.l�.nent jaedhfese as•.. Cz!!s o�tlrist UCe6�tttTDD,tdr A6etrcanelkrFldm sFr!Iie tsedta!kib nhiCiq dsolrets^.erne tayneerjis.,ip!%.yEuytser}, He sedoE a7RDst�esrstmrtlPfetaA� lF ttiiit�EljiY.tlZjlt5�33? �J/Ief �S^, lttlje tl3?il It Tnii lllhllAIAR;I Dtelt,iHpJ ItFI. t3tIt51lE ttuSF'em11FMIDl eR¢1:, pfl:fFtLtGM1 Anthony T. Tombo III, P.E. esit:ttfKlsfnss In ¢lt o I'st,nspw�a Ti dtit O n,Is.owittlltuwltledw4b6�'6Nou!pn,Is6, ltCo6eit11(,11t t!(ttdtit Wil c4r>,F ssateolTPl-L �Fn111dt6ll Dp�let(itlltftAltTrassuri.J i1q, Sli�Eji,i:et"f�iit ¢�'IAOmf titll Sl MrtSF,95UlI'I P.� „80083 '' -at rnlftj DtGlurmlfefialsi.SDenes snMaM!&:ttACtpecas tndlsl':atsd'At.Lq(txlmedSdrtl Mazr-w(Ys7 p5ttaeliriflnl SFLl utrcnentlxgerntl Piltea.Rldldatslat re:taudir`neil Mut ol7tit.s DtJ:ren,ilxt 4esya ftlieeu mdTrnsFlndkzn,mRss 4451 St. Lucie Blvd, twtsYu de!rx1!!F(ahti tpetl epveit.t lyt;lystits h!dltd. ietf�ss Map ltrj' !Is 01fit W1141Dt•,tpecn nsss Snsea tws!ar:Ant itilGtl, GEsgih,lirll lwaswtndtfietl it TF41. Fort Pierce, FL 34946 (apyrt0ht;" 2016 A-] Roof Trosses -Antbany 1, Teach 111,BE. Itpedurtion a] I% Moment, in coy loam, is piobibited wilhout the wiven lavanission faces A+I loci Losses -AnihoeyT.TomboIII, P.E. Job Truss Truss Type Qty Ply A0178071 XCAS5524A G06 Half Hip 1 1 Job Reference (optional) Al 1tooT I russes, ron coerce, rL -Au40, oes!gntaa ttruss.cum -1-6-0 , 3-0-0 9-0-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:38 2018 Page 1 ID:In1 E14n4krFMR5vCX81ws4z20vo-f7OGZv2wz2Gj2npAvMxIE61 OsMQmDwOXFAsKUersT3F 10-4-0 7x1f� MT20H� Dead Load Deft. = 1/2 in 5x6 = 4 5 4.00 12 to 2 3 8 m 9 0 e 11 10 5x6 = t e e 7 6 4x4 15�- 1.5x4 11 3x6 11 4x6 = 6-0-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.27 3-9 >860 360 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.78 3-9 >295 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.26 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Wind(LL) 0.49 3-9 >466 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x6 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x6 SP No.2 *Except* W2,W3: 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-9 oc bracing. WEBS 1 Row at micipt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 835/0-8-0 (min. 0-1-8) 2 = 1058/0-8-0 (min. 0-1-8) Max Horz 2 = 227(LC 8) Max Uplift 6 = -349(LC 8) 2 = -543(LC 8) Max Grav 6 = 835(LC 1) 2 = 1058(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1746/1304, 4-5=-253/153, 6-8=-779/647, 5-8=375/421 BOT CHORD 3-9=-1343/1618,8-9=-1340/1633 WEBS 4-9=0/415,4-8=-1427/1223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vasd=132mph; TCDI Cat. II; Exp C; Encl., and C-C Exterior(2) z exposed ; end vertic� and forces & MWFR1, DOL=1.60 plate grip 3) Provide adequate ponding. 4) All plates are MT21 indicated. 5) Plates checked for, rotation about its cen' 6) This truss has bee chord live load noncc loads. 7)' This truss has be 20.Opsf on the botton rectangle 3-6-0 tall b) bottom chord and an, 8) Provide mechania to bearing plate capa joint(s) except Ot=1b) LOAD CASE(S) Standard Vult=170mph (3-second gust) =5.Opsf; BCDL=5.Opsf; h=25ft; 3Cpi=0.18; MWFRS (envelope) one; cantilever left and right I left exposed;C-C for members i for reactions shown; Lumber 7OL=1.60 irainage to prevent water plates unless otherwise a plus or minus 0 degree designed for a 10.0 psf bottom current with any other live :n designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members. connection (by others) of truss le of withstanding 100 lb uplift at =349. 2=543. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 100 lb FT = 0% P'ctiq flee:rrimyHyrt.ie!rtie'4d r7GFf1L5S8(SEIIEIj,6a:1:t TENS8[4RriPL5SfOS10N{S117j:.Cre[N':fg stF W.ke Snipr¢tnllmt>lI Twh61,1.E1flmw4a1 Ihs4e5!h;en?. UdessttF.enise CNd retlepgp,teq kJltkarnmrp'6es shilie!tuefirRa lggu5e ard.AsermsgeopBp¢n{tt,$tcltttr Etpnnj.fi!urinorlggnpesetlsn¢¢pa;eNslt pral3nlad ece!eameretrnsilltlry br ik dessartrs mtoo wl,OM. a�p:n!lnnxz e!s:p+n!mpnc. fidarcndmu-sods Anthony T. Tombo Ill, P.E. d esedt5ls r!tss6!tq{ntl¢p lsth rzspu!ilili7dke 0.nr,tFeUneisrt itdt,x9u Ne tall rt Unipnr,nrit nNtndia lK,nt C: nlHe b!a ld:l pore ¢l rt4r le q�me d!k I00 n1 euttelluedfie rnst.'¢dtfiwla7'.}sw:rye.i!sNlo-fin ud krtz3 ilNite!!a re:ntl z 80083 ' Ih911.1 irm.1dka7rCt:.P...s5Fm1In, INWin rr�iuimdq.ilNu!srftl!1.4.1oara!nsefly du{Mf,:plr¢Eed4ToWS1Un!rnn �redhrpemay!dna T61tins!!rtspn: Saies¢dtnnVWmsMpn,Leshsvbpnneasrnx►=p:avi:x:n,lasss 4451 St. Lucie Blvd. . tivalu ldirdlra69-ea tgedtptur!mep lyNlpM:ts in9ui 14eTnss Ct;larep rods dOi C¢lsfiag Oniper,,nT:tlssp[!a E>i¢arsorb.Isaa. tN rq 7M:e:¢s uemaNad!tTPtl. Fort Pierce, FL 34946 Copyrighl02016A-IRoof Tmsses-Anlhoay1.Tomlin Ill, P.I. Peproducionofibis dommeni,incoy form,ispmbibhtdwithcutthe writlenpermissionfiomA-I Roof Tmsses-Amhony1.TomhIll, P.E. Job Truss Truss Type Qty Ply XCAS5524A G07 Half Hip 1 1 A0178072 Job Reference (optional) Ai Roof trusses, Fort Pierce, FL 34u46, eeslgntaTaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:39 2018 Page 1 ID:Ini EI4n4krFMR5vCX81 ws4z2Ovo-79yfnE3YkMOagxOMT4T_nKaWkmodyRvgUgbu05zsT3E -1-6-0 3-0-0 711-12 11-0-0 19-4-0 , 4x8 = 5 3x6 = Dead Load Deff. = 3/8 in 6 rn 4.00 2 3 = F12 3x4 4 RP n 9 we 0 Io - 12 10 • e 14 13 1.5x4 11 11 3x4 —_ 3x4 = 8 ee e 7 4x4 = 4x6 = 3x6 11 1.5x4 11 3x6 = I 2-6-0 3 0-p 771-12 , 11-0-0 16-4-0 19-4-0 2-6-�-6- 4-1-12 3-10 4 5-4-0 3-0-0 Plate Offsets (X,Y)— [2:0-2-6,0-0-21,[3:0-0-8,0-1-91,[5:0-5-0,0-2-01,[6:Edge,0-1-81,[9:0-3-4,0-1-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.20 13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL ' 1.25 BC 0.74 Vert(TL) -0.61 3-12 >378 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(TL) 0.25 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.38 13 >600 240 Weight: 100 Ib FT = O% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except` B3: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W6: 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-10 oc bracing. WEBS 1 Row at midpt 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 7 = 842/0-8-0 (min. 0-1-8) 2 = 1051/0-8-0 (min. 0-1-8) Max Horz 2 = 274(LC 8) Max Uplift 7 = -361(LC 8) 2 = -531(LC 8) Max Grav 7 = 842(LC 1) 2 = 1051(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2009/1618, 4-5=-1325/1046, 7-9=-787/675, 6-9=-293/339 BOT CHORD 3-12=-1754/1889,11-12=-1755/1890, 10-11 =-1 755/1890, 9-1 0=-1 06111238 WEBS 5-10=-202/489, 5-9=-117611046, 4-10=-735/768 NOTES- 1) 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) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) w 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=lb) 7=361, 2=531. LOAD CASE(S) Standard axxn �nexrnmryttymir.>x'a t toc; lass rsruul, tEa:uF rFws a r�hances eisloxt e<rts ; zFuc� uuslEMT' Sxc Tutlr lrsyetoemeJxs Fad xed eaex msfis7�ns Cesip Orevy{Ir4; ra lY Arllwyl: icxhCl, r.F.lelxear A:at:tarrrst. Odess Ghniss tlsld retleIDO,sa'y WBCoeeem,y!hsslil(te nefM1r MaTaDwherdid. dseLns Desip Eeprxx7.e,Spnelly 6elxer`p me uel ee nylDarepesuls rr nxprase sllfeyrelnslnel ee{serley rsyaenllttt(hslbe lxlpisT Ra 6ep�Tnes dap!oel rrneNDteq; ralx lypl. lk derya nxnpurs.ledmy<xnnxs,smdimy Anthony T. Tornbo III, P.E. cdeedlishosshrorytdllieyistkmyxsi nyONU.er,tFefratseaa depm4;herdlliepOmiper,mIAmUONsn(,6931,BlueIolalasin"ie¢IerlF.lFeqpe,eidnelDDednybeneeeelhlT134l�eERhaA g, mrgF,IemllsillYCfrPfl iI3ld,tsywuh.liyd 80083 its Fm'x'ag Desipnt redtwdosu% All Is eeeeoi is IN M.A he y odotendpildrsdthk1ley reeyaem Sehp Fhrrem"I(Sfphllstelty lri ed StIl xerdxemed4, peml plan_ 141 Monikaresµes.-i irs sa 63Hod elnss Drsipx,leess Destpleowndynss d"hr.^,xl,,W's& 4451 St. Lucie Blvd. 41 derriu 164Ire (rt;eGtpollpe 4%,tq Fydlym:n issel'ATBTnss Ceups Flint, Is OCT Ge 10.1 Dufiesrulmss STs§m bim, ecarBAiliq 01 ss7ikladhros sanldIDdlaRlF. Fort Pierce, FL 34946 (op)TigbiD2Dl6A-lioafimsses-AnihonyLbmbolli,P.E. Bepraduaionofibis document, inoayfores,ispsobihBedwithout the written permissionhomA4Roolhosses-AnthonyMombo1FI,P.E. Job Truss Truss Type Qty Ply A0178073 XCAS5524A HR Diagonal Hip Girder 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.cwm Run: 8. -2-1-7 5-5-1, 2-1-7 5-5-1a. 2 1 °• d 6• g 3x4 = 5-5-1 5-5-1 Plate Offsets (X,Y)— [5:0-2-0,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 15.0 Lumber DOL 1.25 BC 0.42 BCLL 0.0 ' Rep Stress Incr NO WB 0.39 BCDL 10.0 Code FBC2014/TP12007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 aTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc .purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-8 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 = 578/0-10-15 (min. 0-1-8) 5 = 526/Mechanical Max Horz 2 = 187(LC 4) Max Uplift 2 =-547(LC 4) 5 =-535(LC 4) Max Grav 2 = 578(LC 1) 5 = 526(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1074/954, 3-1 1=-101 1/960 BOT CHORD 2-13=-1027/1016,6-13=-1027/1016, 6-14=-1027/1016,5-14=-1027/1016 WEBS 3-5=-1024/1036 NOTES- 1) Wind: ASCE 7-10; Vult=1'r`Omph (3-second gust) Vas&132mph; TCDL=5.Opsf; BCDL=5.0psf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent'with any other live loads. s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:39 2018 Page 1 ID:In1El4n4krFMR5vCX81ws4z20vo-79yfnE3YkMOagxOMT4T nKafPmtlySvgUgbuO5zsT3E 9-9-5 2.83 12 13 3x4 1.5x4 11 14 DEFL. in (loc) I/deft Ud Vert(LL) 0.08 5-6 >999 240 Vert(TL) -0.07 6-10 >999 240 Horz(TL) 0.02 5 n/a n/a 4) . This truss has b an designed for a live load of 20.Opsf on the botto chord in all areas where a rectangle 3-6-0 tall b 2-0-0 wide will fit between the bottom chord and an other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate cap ble of withstanding 100 lb uplift at joint(s) except 6t=1b) 2=547, 5=535. 7) Hanger(s) or othe connection device(s) shall be provided sufficient tc support concentrated load(s) 55 lb down and 62 lb ud at 4-2-8, 55 lb down and 62 lb up at 4-2-8, and 98 b down and 131 lb up at 7-0-7, and 98 lb down and 131 lb up at 7-0-7 on top chord, and 139 Ib down and 72 Ib up at 1-4-9, 139 lb down and 72 lb up at 1-4-?17 lb down and 61 lb up at 4-2-8, 17 Ib down an 61 lb up at 4-2-8, and 43 lb down and 111 lb up �t 7-0-7, and 43 lb down and 111 lb up at 7-0-7 on boom chord. The design/selection of such connection d vice(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are loted 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: 1-4=-70, 5-8 -20 Concentrated Loads (lb) Vert: 10=77(F=39,1B=39) 12=-83(F=-42, B=-42) 13=-10(F=-5, B=- ) 14=-72(F=-36, B=-36) 9-95 1.5x4 11 4x4 = PLATES GRIP MT20 244/190 Weight: 45 lb FT = 0% AiRvo-PEzotrt roallljnr;!.t e't; 10.9fruISES;'SsfuM y' ul TIMtt9Xp917YS;LSTGM �pltEl"t(Ct9niEpi#:5T Ez+a. r!nd pi elsax rdYus sill It.w k0s.Ir It be Vdi ts�lms !s,s°aTya!n le S{!rt3rag'ua! Ge sedgcry PRrt:esm!smnif!¢ ed rd1€is iressln ertri'tsra�rr,Ttas kTldMCra hr 0rtasMSsr ulrgnr!2aR=ie3 rx.�^�.anwa.�4ra P.S IILrls6 as 1 /ru1 [:sin!r erlfeeArrsr, sA>afn s E ra at,:kTG sdtFtl rmut u! rdes+rs ddsE�[ag (extusgsehte IruYra:r.!uliglrssuei rRN _u Cdcelh, ItNhRl rpldr.ten•Ia'; rtllit5 unl!!l. itr Tess lhup hrpu•.:rssb, Ine lnlUg6tsigm.e n:sssrsten E!s (opytighlO2016A.1RoulFrusses-ArtbonyT,Tombe111,P.E, Repmr1urtionoltf:iskursentinany form, ispmhibited T.tralr lT.r.E.I�xtu: Ant ktusx:.Cie=,s esnnu sx�t sn?!>o, a•I, n A -I Roof Trusses --Anthony T. Tombo 111, P.F. Anthony T. Tombo 111, P.E. " 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply XCAS5524A HRT Diagonal Hip Girder 1 1 A0178074 Job Reference (optional) A i Ruul i rustics, ran Pierce, FL 34946, eesign@aiuuss.comi Run: 8.120 s Nov 12 2u17 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10A0 2018 Page 1 ID:In1EI4n4krFMR5vCX81ws4z2Ovo-bLWi_a4AVfWRH5zY1n_DJX7oBA7Vh?E( iULRYXzsT3D -2-1-7 4-2-3 9-9-5 2-1-7 4-2-3 5-7-2 3x4 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' B2: 2x6 SP No.2 WEBS 2x6 SP No.2 OTHERS 2x2 SP No.3 SLIDER Left 2x4 SP No.2 2-10-7 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-12 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) 5 = 517/Mechanical 2 = 630/0-10-15 (min. 0-1-8) Max Horz 2 = 185(LC 22) Max Uplift 5 = -307(LC 8) 2 = -495(LC 4) Max Grav 5 = 517(LC 1) 2 = 630(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-1108/927, 3-17=-425/202, 3-18=-409/222, 4-18=-385/215 BOT CHORD 3-20=-241 /381, 3-21=-244/385, 5-21=-244/385 NOTES- 1) 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. CSI. DEFL. in (loc) I/defl Ud TC 0.51 Vert(LL) 0.43 6 >268 240 BC 0.83 Vert(TL) -0.44 6 >263 240 WB 0.00 Horz(TL) 0.07 5 n/a n/a Matrix -MR 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 5=307, 2=495. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 62 lb up at 4-2-8, 55 lb down and 62 lb up at 4-2-8, and 92 lb down and 85 lb up at 7-0-7, and 92 lb down and 85 lb up at 7-0-7 on top chord, and 79 lb down and 72 lb up at 1-4-9, 79 lb down and 72 lb up at 1-4-9, 14 lb down and 61 lb up at 4-2-3, 14 lb down and 61 lb up at 4-2-3, and 62 lb down and 53 lb up at 7-0-7, and 62 lb down and 53 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 6-8=-20, 3-5=-20 Concentrated Loads (lb) Vert: 6=-1O(F=-5, B=-5) 18=-52(F=-26, B=-26) 19=77(F=39, B=39) 21 =-1 25(F=-62, B=-62) 3x4 II PLATES MT20 Dead Load Defl. = 5/16 in GRIP 244/190 rn 0 ao c Weight: 49 lb FT = 0% ce,dq-r n enutosNTroircr •A I TOD'r TINISCSRHIJ, 611411TEN 8 (pAGiDUeS (USTOkj xR7j lRNeiiF 'adEai lus- ivtly denpp rotnden ed redaNns pn sl ess Uesp DrpviagiR ; td nl Arts apT. i slpe(h.E Idea t ! !I fR a e ns. Udns tnet+in pdd mde1D0, a7 M1Ttlmm.rbgansso214udh,#.DDI,knhl. AID Tins Desgt hprxn¢e,Sie;ulipF rx:r;,na utlntplDO repenensmsmpaxdpot pratssmder{!eeenpresrusilllar`a;ndn�gadde s� ernes rrpmd seneToo odr,.e(vTn-t. The eenra nuuNum.lsrs yatmxs. s.neulq Anthony T. Tornbo llI, P.E. rsostdn Tns4r npQillilF It lk R3yNSllhd kOnH,nt DiM feS O'ISd", .rthWin Dairen, ake nerd it lt(, it n( nrnp I'm[WrImph Doi r6l. TAegnd'd An TOD ad en hdd is, dnrTims. toatieg kad . SnrgR bfillAin nrtnt"ADR:p Nwl+-V3,d -80083 ' neCmXeTDt3'J�"t..:fdC[d.'ea01.V usSir 0:1.tk oWInptchssagilllanIlfit 6nlig(catmnlSeel t+batlin(i(ff,plhiwd?TMmdSNAmrdt:nd!,V—! l—R.lae5n1—spsinuia�eswan:sdn,TnnDnipn, Tins OnipE.�strmarmsu„nssrer,uzss g451St.LueieBlvd. d"se irfni IleU*rd ipdoptsntswq Ito Turn iovil"i lheinss C:d�Eppiseerlp AGTM1s sdaag Deslpw,minstSTstenEylrerimr5ri15q. All pgD.'.adhros uenddIDelbRiL Fort1St. ,ci Blvd. Copyright D 2016 A -I roof Trusses-Amhooy T. Tomba 111, P.E. 1;eprodudion of this dmument, in any form, is piobihBed without the wdnea permission ham U Roof Trusses-AnthonyL Tomb III, P.E. Job Truss Truss Type Qty Ply A0178075 XCAS5524A AJack-Open 7 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: B. s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:41 2018 Page 1 ID:In1 E14n4krFMR5vCX81ws4z20vo-3Y4PCw5oGzelvFYlaWSslfORa17QSUzx84?SzzsT3C 0-10-14 T1 3x4 = rn 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 FBC2014ITP12007 CS1. TC 0.28 BC 0.04 WB 0.00 Matrix -MP DEFL. in (loc) I/deft Vert(LL) -0.00 .6 >999 Vert(TL) -0.00 6 >999 Horz(TL) 0.00 2 n/a Wind(LL) -0.00 6 >999 Ud 360 240 n/a 240 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 0%(, 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 OTHE S 2x2 SP No.3 joint(s) 3 except (jt=lp) 2=252. BRATOP 7) This truss has beln designed for a moving CHORD Structural wood sheathing directly applied or 0-10-14 oc concentrated load of panels and at all panel I200.OIb live located at all mid points along the Bottom Chord, 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 = -48/Mechanical 2 = 23310-3-8 (min. 0-1-8) Max Horz 2 = 64(LC 8) Max Uplift 3 = -48(LC 1) 2 =-252(LC 8) Max Grav 3 = 167(LC 24) 2 = 305(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6e�dq Fleeun(ne$tJrrnl!pik'51IMF rIm Tertrllrsip ryead!n andnleatsa.ni(Lsssiesi$(Bn.iyl?ri; ni lk Anlprl,?sx$>Ci,rl.lelnest$lnl ttke nl. ild!ss (tlenise Cale)tsne?W,uc*f Wlek<e¢r(n(rYes tYdl s!esel4rr&7)DuktdiL 4seLns Oesily 6pat({I.e,SptleNr Ftten.M„n!urinormO terrnmste(mp�a[rne pasYnd euanlegr!sptulOarb;faln:n!I ices'e?nss l!p�!lune mostly, ealml'r$1. iG kulantnvpieo.larlaroe6nn!,srlalilry Anthony T. Tombo III, P.E. rd ex tisss insshrtq lArn9lsla resrxsidNr dl:eOnN. ne O+uifra�T(dF laneldi6ty Desireer,®ti(xhn Ala nr,o3ln arrnller>;ea isf(Ne and i.?. le gpnn'diM?UD urmffeli ntrine rust. udetiatai'}n!g4nshlloin alsn(s3 s6�1Nf�re!ru i:'.h rt 80083 ' IH rzYa;Ott !nl f[csar. A.r sse1u1 a MDOW lit pbnes(al pirAinstifs:dii&q roarm Seerq mEnn;GSf pFhslel bf MdSKI oerdn!xWM$ewa alum 4451 St. Lucie Blvd. tlr.�se editdlpa6trm tgeed eHenv(Itiol lydlraf:nin(rsei rleinss faslpFgienris qOi carw!lar6nyseynT,vs$ys!em oiicnr2carSrltlIS>3.rll(q!l4arlteros wens detutlhilsl. Fort Pierce, FL 34946 (opyrighs02O16A-I Roof Losses-An?hony1.TomboIII, P.I. Reprod0dionofibis dommeni,inonyform,isprohibhedwilhcul1l11ewritlenpormissionhomA-IRoofTmsses-Anthonyl.Tombo111,P.I. Job Truss Truss Type Qty Ply XCAS5524A J2 Jack -Open 1 1 A0178076 Job Reference (optional) mu0i I Fusses, run Pierce, FL 34946, eesign@anruss.com, Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:41 2018 Page 1 i ID:ln1 El4n4krFMR5vCX81 ws4z2Ovo-3Y4PCw5oGzelvFYlaWSslfyOafpQSUzx84?5zzsT3C -2-1-7 1-2-10 2-1-7 1-2-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.00 6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141f-PI2007 Matrix -MP Wind(LL) -0.00 6 >999 240 Weight: 8 lb FT = O% 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 1-2-10 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 = -76/Mechanical 2 = 333/0-5-0 (min. 0-1-8) Max Horz 2 = 63(LC 8) Max Uplift 3 = -76(LC 1) 2 = -356(LC 8) Max Grav 3 = 159(LC 24) 2 = 350(LC 25) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph, TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=356. 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 Gwdg • FleiseNmryklrndath'41IDC; ODSSR('SFdEr; 6FrFlrF lE{NS 8 CGrrdflDlS FD90Nj ana'1 ul�Da'sFD;dF{r Iwo. Terill Grip pioden idnNFd>.s u NisT�Fv 9eslpDnviyilED wi IN Adlurl.lFals 0; Fi. Wweas Sleetls'aane. Ddns dh . Oddsad,IDD,.a ILTeknieeMq:dn sShcta uelb!OxTBDnie!iDl. Aseirns Deslp 6pFew{Le,Spesi4%r hpxtt;,tie ssdnurIDO wpesmsFr.tmp�ndMepdneUFd!net!mgreyns1111ifr;u; lbe l!flynvt lies eins Gp;aH Fcfle7DD ulr; mlw lrN. NittliFsnupu!s,l at go mxs, smo{nrr Anthony T. TTombornbo lII, P.E. BA OSed1L1IfFSFA`.'Ill ItIGFg III).Ryn!121IIIrdNeOHPr, IFFOVeetei:A,4'IZd FyFd lrlM{dldiiP Dull"." nsaddtiell(let ,3s ul At fiedlAxIde od rRI.Tktq;%uidlleTDDidii.aeie uF dip Trut. BtleAWlai.tnrge,totildin ul M!k{sSdi GF 1'a rega0e:!3rif Zt Ih"V-r Intl! vlrto'aido?.Uo0tiHIM IsTeTDDFdInjrmsndpiitlnudill Wlhgtcotalm Idol ltcmFnu;ttSl}pNisW4IftdSKAittrd—Farwpan] pll—TPHMtt;aerespms�:nnnar�nsVie russMipn,uFsso&,d uot np6pw®dTru,,n+ ass a,.451St. 0083 Blvd. ikwdu Id'od {reGd:ia ipdFpF a m6y ITdI FnFn inF!!ed. TleTnu CFOx Estunr Is rCICx {a9srGslpw,nTnesSfOea 6rusr dar4id5st. rD tgstadk!os neu dd®dielF{I. f0pyrighf02016A-1Roofhosses-AnlhooyT.TomboIll,1`.I.Reptodudionofthisdommero,inanybrm,isprobib0edwithamthewritlenpermissionfromA-1Roof1rosses-AnthonyT.TombIII,R.E. Fort Pierce, FL 34946 1. Job Truss Truss Type Qty Ply A0178077 XCAS5524A J7 Jack -Open 2 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. Tue Jan 23 14:10:41 2018 Page 1 1 ID:In1 E14n4krFMR5vCX81ws4z2Ovo-3Y4PCw5oGzelvFYlaWSslftzaSCQOuzx84?5zzsT3C 1-6-0 4-3 6 2-8-10 4 4.110 12 1.5x4 3 - N 1 A N - � 2 1 Q. ri 6 6• g 4x4 = 4x4 = 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.28 6-10 >293 240 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.16 6-10 >507 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 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 2-2-0 oc -purlins. BOT CHORD Rigid ceiling directly applied or 2-6-9 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 = 64/Mechanical 2 = 426/0-8-0 (min. 0-1-8) 6 = 241/Mechanical Max Horz 2 = 189(LC 8) Max Uplift 4 = -66(LC 12) 2 =-404(LC 8) 6 =-255(LC 8) Max Grav 4 = 64(LC 1) 2 = 426(LC 1) 6 = 241(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-397/667 BOT CHORD 2-6=-886/393 WEBS 3-6=-439/990 NOTES- 1) Wind: ASCE 7-10;I Vasd=132mph; TCDL Cat. II; Exp C; Encl., i and C-C Exterior(2) exposed; end vertica exposed;C-C for me'�( reactions shown; Lur( DOL=1.60 2) This truss is not de not intended for use consideration. 3) Plates checked for rotation about its cen 4) This truss has beef chord live load nonco loads. 5) ` This truss has be 20.Opsf on the botton rectangle 3-6-0 tall by bottom chord and an) 6) Refer to girder(s) fi 7) Provide mechanic to bearing plate capal joint(s) 4 except Qt=lb LOAD CASE(S) Standard /ult=170mph (3-second gust) =5.Opsf; BCDL=5.Opsf; h=25ft; Cpi=0.18; MWFRS (envelope) ne; cantilever left and right left exposed; porch left 3ers and forces & MWFRS for )er DOL=1.60 plate grip 1 to support a ceiling and is aesthetics are a a plus or minus 0 degree designed for a 10.0 psf bottom current with any other live !n designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members. r truss to truss connections. connection (by others) of truss le of withstanding 100 lb uplift at 2=404, 6=255. Dead Load Deft. = 1/8 in PLATES GRIP MT20 244/190 Weight: 29 lb FT = 0% G"dq � neruflmgderesiexiN•41 rocf nnsrs��uufrF 6TIf13; nlgS d (QFriIIG4f (IS798t 3lRn'j.Cri[A'u7SYEli I"� fe;Ar irdp Tuevrien ed rrodedS neittns pesg Leviy Infi,:ui Ik d"infl. ixN L:, rLtet"eze S!n! 4rfin ne. Udex suxr-ise ddel eetleTpp,saj giTe4srmNsjx3s slili?±esedhr efiT�la he nliL Asolsns Desirs Fegiatt{I.e,S�vYrfipnd;.ms•dnoJTDD sepesMsnM1ule®:edfla rnlesvndeg rneg nynsdllht fi:HelnlaH&s eTnsl�r:ndnnemo nh,eaerR4l. i!z tnsyannnN�w.leet <nenns.swc4urf Anthony T. TomEIo III, P.E. do1e06is TsessBr eer rdltinfslN nryxsiklli7 d:,e0xier. M1e Qrsis edbmdrp9"toe tdliiry ResiTnr,m C.emnddlie lK,n: n: uesle!eed tax sde sxM. iNuir!dlh ID1).4,,jhefl nedfie inscM1.7s6glrA aq. sRsrye, hsM1!!dise ni Hes 3s4elihe l':s eesrvL3:!:hd « 80083 I INRr:f±pdessr.erSfnaraae.t!!:esseranfilhl0peallnpi�rtesalp+ildiresdlleNilOq(wrym•nsddrla`:armm�{IOfFeNrsNdd7INASlowstlutwv.Teeentps!don_ifl-I 4451 St. Lucie Blvd. A,Mu irUsi4refe ,freed ep, I, fq 4r dl1.1"lmdni TuTtass UsIpf4-t is 101 Ce 10.1 Nsir,u"Toss SIM rEgme.mjkliiy. All rq oed4:osul as ddleells IM. Fort Pierce, FL 34946 (ophrighs(f!P816A-I foot Trusses- AnlhonyT.Tembo111,P.E. Reprodustioaofibis document, ina®ytorm,ispeohibiledwilhcu116e1wsitteaparmissionhomA-1RootTmsses-AatAonyT.Tom6oIII,P.E. Job Truss Truss Type Qty Ply XCAS5524A RA Jack -Closed 1 1 A0178078 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. Tue Jan 23 14:10:42 2018 Page 1 ID:In1 E14n4krFMR5vCX81ws4z20vo-XkenPG6Q1 Hm9XP7x8COhOyC2?zpb9uj6AogYdPzsT3B -1-6-0 7-0-0 1-6-0 7-0-0 1.5x4 II Dead Load Dell. = 1116 in 4x4 = 2x4 11 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.22 4-7 >381 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.12 4-7 >661 240 , BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 34 lb FT = 0% 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 297/Mechanical 2 = 425/0-8-0 (min. 0-1-8) Max Horz 2 = 190(LC 8) Max Uplift 4 = —298(LC 8) 2 = -404(LC 8) Max Grav 4 = 297(LC 1) 2 = 425(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-197/344 NOTES- 1) 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) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 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 at --lb) 4=298, 2=404. LOAD CASE(S) Standard Rneal floseMee ltnrte. Re'1'f0fittINSEi ('iE!t'.Yn G:tAt7EW4tfCNOsP9MS(Mau ;'t01Er,,1(U01ItfUEYSTfera tadh NkprvaNds"Ifni ohs or ton 0rs!Isaniry;00afA: tafkry i.IsaN N,ti.iE'mesr.9estitGteass. ik4:s aaersis; s'drdm&10;"It kitetecveda isToss;udr W4 V*"' 8s& sn llde'r.1 sEallt nedla l0.hkss'ad isalesf n;!v Eataeer(li., Sdeea%t Es7's'nf,14esedaespfE9n e;exsmuepl¢c:aMh'sin;x¢iro uerSgrnpCasn:!Nin A±dssip etraf si�tieTmsd:Ei�e6m3!7 Jeelt, mlx7F4i. tk iesigs asuapkas: twfaymx: ires;s'dihir Anthony T. Tor!7bo 1II, P.E. edntems nsssh�dm n„. n.poia:;q sits :n rd tpnisrik .35..i 'il6, rs�spe.Be!1(,dt 1K.0t lnd T"111 ef eaiH::3«b adPtt. ;saut-10'.4 M l(ursi is35ni!4 sfurl" i:h:��a� hithi f611 it Psnspssnil7d T 80083 t rit inYud Dsdgn mifrmo-nr. llint:s sslsA n!ieP.`?va'depseus sdt:Kr:.ctseEMk!isq(u>nenSehry ldnsra(T`S[srdlsSelhiflul S!(Ioe rdrenNkdus:dpilcm. RFi lt§>3tties<;7wdlL;esml lnkssl3ei:ess!4rton, ttnsC syi (epnx ai`:reuN-sdsGaer,w!ess 4451 St. Lucie Blvd. s!Esrsuld;xHhtksa>;I speN t�itnitghx?lslin grd!d. iNimsDr:ip ErsientiSt,QE lil ru!Ingpeiiyul,c±?rissSslw EgheGdwf Esi!1n9, /:l tyigliiN!ra:IXl is dtfi.et itlfl i. (oPYr9 lfl02016A-IRoofTrusses•Antbon t.Ttmho111,P.E. Re rodurtionofthisdcumeot,Ivan1form,is rohibitedWithou!theWrittee emissienItemA-IRoofTrusses-Anthon T.TombaIII,P.E For' Pierre, FL 34$46 Job Truss Truss Type Qty Ply A0178079 XCAS5524A HC Monopitch 2 1 Job Reference (optional) Al Koor i russes, non vierce, r•u Auvo, cesignLa-rrruss.cwm 1-6-0 2 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:42 2018 Page 1 ID:In 1 E14n4krFMR5vCX81 ws4z2Ovo-XkenPG6Q1 Hm9XP7x8COhOyC79zsK9uj6AogYdPzsT3B 7-0-0 I 7-n-n 1.5x4 II 3 Dead Load Defl. = 3/16 in 3x4 = 4 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.13 2-4 >621 360 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.33 2-4 >249 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP M 31 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 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) 4 = 29717-0-0 (min. 0-1-8) 4 = 29717-0-0 (min. 0-1-8) 2 = 42517-0-0 (min. 0-1-8) Max Horz 2 = 187(LC 8) Max Uplift 4 = -161(LC 12) 2 = -257(LC 8) Max Grav 4 = 297(LC 1) 4 = 297(LC 1) 2 = 425(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-277/430 NOTES- 1) 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) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exptised;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates. checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed fora 10.0. psf bottom chord, live load nonconcurrent with any other live.loads. 4)' This truss has bee,en designed for a live load of 20.Opsf on the bottor>ti chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and a0 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) 4=161, 2=257. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 28 lb FT = 0% tincsy-P:rou@nteyf!t sxk�@e'S'tCgfTIC'dRi:.SEt!9vCt'!'iUlIEUsi t:9e0'n7Y1;C3rCYs^Mr.,A:Cs7glEbEY:If'ftla rerth Its'iapsesett�s tt!!ro!uht Etstit;nss b!s(p GEsigOCPiad 4Amr r.lEof!IC.P..1?xeer!SS!lsllslse n!. lkess e.ise v'CeEn"»!iCD,Edr YThssslElr pines sh:l k esedfa t3�.IC: h eesYli. Ss a lms eiwinpaar;is.,Splsa'rEay'yn�@e s� es rsyB7ttesees mrasptmea ds rstnsmm: es;attr�7lesrPoss'Nhs ib �>ip dtie srsple'ms l:iCeelo2e7b setr, m!n lt{I, lie lesiss nsraysas, lwta; ass: sm�aq Anthony T. Torribst Ili, P.E. esieu YlNs lass llr cey W;d!?yss@! arwsif„?ayst@E Cwas,@i Ussls's sdlmael gtel Er@eiz:�q;nsay,hhlilalll6fNlIIG@!Ir(e!d@t Iglu ilWug«@s aflrl�I. lH gpnldal;EeiCCld eesfid(lseEt Mt Tnn sbAed:sl5utlilp sfai[r.w!t:�frO QS S!Efu'jtSIIINP!(t3}ASWII=IP81113 .t � 80083 Zt IfllldiVrCytipH Al C(dlatH. SCatta tet Edali[;sN@e peCus tti 6cfa':£ridAJii!FgCODp4IIlq Sekp Mlscusm{i;Sgixl lr ifl tFg n!(xtNtnNYratYpiteu.P.4I1±!A!!@tflipi!!@@::}!all daxld5e llt53 ilil4ly;tralSE 1�rl rE}nlU ndrtlSl YlldEaser, WC!sf 4451 St. Lucie Blvd. !@mite deSxilyaRlbat gsleiq+%uesi"agtq s; patia hn4d. iGSnsPain Ey�is t,5i@l17day Msifla,e?sus Srsfea Eq!ssrt s(Es*,:sdfuy.P:.lgihlielltras aEntlrlEethtn 1. Fort Fierce, FL 34946 . (opytight 0 2016 A -I Roof trusses- Anthony Lpomheill,P1 Replodurtionofthis dominant, inany [aim, is prohibited without the lw,sitfenpelmissioe[tons Ad Real lsusses- Anthony 1.yamboIll,P,E, Job Truss Truss Type Qty Ply XCAS5524A RT Jack -Open 4 1 A0178080 1 Job Reference (optional) Al moor 1 russes, fort Fierce, FL 34946, designLaltruss.com' Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi T'ek Industries, Inc. Tue Jan 23 14:10:43 2018 Page 1 ID:Inl E14n4krFMR5vCX81 ws4z2Ovo-?wC9dc63oau?8Zi7ivXwxAIC2NFWuG7GPSZ59szsT3A 1-6-0 3-0-0 4-24 7-0-0 1 6-0 3-0-0 1-2-4 2-9-12 3x4 = 1-11-4 Dead Load Defl. = 1/4 in En N to _ N O O - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.92 Vert(LL) -0.10 8 >838 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.32 8 >256 240 BCLL 0.0 ' Rep Stress Incr YES i WB 0.37 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.25 8 >332 240 Weight: 31 lb FT = 0% 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 77/Mechanical 2 = 440/0-8-0 (min. 0-1-8) 7 = 235/Mechanical Max Horz 2 = 189(LC 8) Max Uplift 5 = -73(LC 8) 2 = -251(LC 8) 7 = -88(LC 12) Max Grav 5 = 77(LC 1) 2 = 440(LC 1) 7 = 235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except, when shown. TOP CHORD 3-4=-918/1023 BOT CHORD 3-7=-1230/1021 WEBS 3-9=-157/268,4-7=-1045/1260 NOTES- 1) 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) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7 except (jt=lb) 2=251. LOAD CASE(S) Standard 6cEhl ntwttluleref:E.irrls!•a-I13OFTIZSESiu(TTrpuaa11amalasT!ESSDe1!pafis+iyiT[R;EriIG,W1ur1.SEaflL r.EedlremeUnt4Ezene.USIMSsttariusMdnfitTDD,vy WTlewelem,p:CtlsimlMltedtls HATDDb6e eltiL ASgrmlittlySttledtuodM s.Ap,IRss dqulelwit TOO w1r rA04-1.7ledlny.,eslerspuel,ll�:�pnlenxl,smluiry Anthony T. Tombo III, P.E. e�lltelflil TnssTerul Tci6gittksespellhiin.dPa IS..111e-i's ftwfigd w he rdleiq DtSi1w,Sor.=4411in It(.6M.:siln, It'd WItntdt¢IIM1Lle Spplle. el tit IDD we ew fief is#Ali1Tnsf.idIdq LIC4 CEnTt,iEshllstiw esilmg Asnh 62 re!FAW� d i �80083 III In(alDn'.ral erd (t9.'IMI. ADxlS 1t1w1'e Ik IDD 1ldIR pe�iG3®llnd9uls etlAe leil8q (carom Sderyla4mstia{tW p.ltlstAdel l?I rd3EfA ul:ehrxelfi leven!aln¢7Pbr GAEss'llnlpsiS7ines¢dtrti�d,S?IIEss Detiller,7fess 9es pa 181iaeEresl lsat Manll:lrel; a'ess 4g51 St. Lurie [ilVd, ESIMuldielllyatl9rsA rPeld l>slhvAAll lydlpmrs lncdrel.11eTnu CrnDl EepiEeer if NOT N IAlijOufliu,03is Sls!eAigleare:®T!ll5:q.. Alllgi!dae@scos newdd.od ll1111' Fort Pierce, St. Lucie Blvd. (appTfight©2D16A-1loolhusses- Anthony T,TomboIII, P.E. Reproduction ohbisdomnent,inonylarm,isprobihiledwithout the written permissionhomA-IAOn(Tresses-AnthonyLTomboIII, P.E. Job Truss Truss Type Qty Ply A0178081 XCAS5524A RTA Jack -Closed 1 1 Job Reference (optional) Al Hoot I cusses, tort Fierce, rL 34U4b, clesign(dal Truss.com -1-6-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:43 2018 Page 1 ID:In 1 E14n4krFMR5vCX81 ws4z2Ovo-?wC9dc63oau?8Zi7ivXwxAll?NFnuHsGPSZ59szsT3A -0-0 5-4-2 7-0-0 -0-0 1 2-4-2 1-7-14 1.5x4 II 5 Dead Load Dell. = 1/4 in 1.5x4 4.0 12 4 W3 � B2 i i , t 2 1 0 1 6 4x4 �o 6 6 8 7 6' 6 1.5x4 11 3x4 = 1-11-4 -0-0 7-0-0 1-11 4 1-0-12 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.11 7 >774 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.33 7 >247 240 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.27 7 >308 240 Weight: 36 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* 132: 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 .pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 435/0-8-0 (min. 0-1-8) 6 = 303/Mechanical Max Horz 2 = 188(LC 8) Max Uplift 2 =-252(LC 8) 6 =-158(LC 12) Max Grav 2 = 435(LC 1) 6 = 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-536/587 BOT CHORD 3-6=-763/620 WEBS 3-8=-178/282, 4-6=-719/885 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C7C.Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions.shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for plus or minus 0 degree rotation about its center. 3) This truss has bei chord live load none loads. 4) * This truss has b 20.0psf on the bottoi rectangle 3-6-0 tall t bottom chord and at 5) Refer to girder(s) 6) Provide mechanic to bearing plate cap; joint(s) except at --lb) 7) Following joints tc Joint(s) 3, not plated LOAD CASE(S) Standard designed for a 10.0 psf bottom icurrent with any other live In designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members. r truss to truss connections. connection (by others) of truss le of withstanding 100 lb uplift at =252, 6=158. e plated by qualified designer tluzx{-i'n;rta,wylli sNt* Mt': l(9I1taISlsj'Sr1€.T 0911 TIEMS 4 (011DW1 16,010411,1MI" 1llaJrt(0c1tV N6t1¢x!:§; rlssls stEA NndMizih9 hirsda is a1Ru'�nla{aetrjlE Spsesr Iagf±nLtle slat ra zr �'u,lgtse vd r;eAi'dsimsfxasrraitgs".x raKxkap stet Crmis,cu I'..ni s nREnnl rgeas n�tA:'d+rEhsi}aa, hsie sscice 6E hitmj LgtiptrmE Geraar. SOean uiarta Sala: rditx�s ntraG �Ess dskr�.tq (amaned Sdtt! Maretaej 1" 1 ! aii sR itYht 1. nh elf �. k a is nnhd. ,lr au Ptsi E ' .a .J, rrl ffi (hsi ,ElT�n Ai (opydghi V 2016 A-1 Real Trusses -ArYhony f, lambe III, P.L Aopiedunion of This dature ni; En coy [aim, is d srsl n1Es n kit class pe:iqa 6n.iaP 0P3wlliei.�,a(i.raaH IL P#.ItterluE S1eti idn! nE. C¢'a;su:lnrist s2!eEmA¢TSD, aalr 'lain fg1'sKe0JyIn1'' Grip al As Sella Tnss1114. ?lesiys n,�sxmn, hacny vealeat: Fahk`:ih y:EG®lINI TE•>?p�nslai418alEF)fui(lditeiirs;mhcy5�lnr.staeaE.ssz"rE�udbaigsk0>:Aasesrwu6yd sCeunl4 lea al{.itme. Iryi data±s kris pnM Y_lSW W3 ONT ss 7nmaK, Tins (M➢r Sin' H aal TEnt Maela{>er,m'!ss 38 aqua(,dUa, arras dared is TfFI. 10 pamissiue ([am A-i Real l,usses-Anihoay 1.10060111, P.E. Anthony T. Tornbo III, P.E. ' 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply XCAS5524A RFG01 Flat Girder 1 A0178082 Job Reference (optional) T Roof Trusses, Pon Pierce, FL 34946, eesignLanruss.cwm I Kun: 6.12u s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:44 2018 Page 1 ID:lnl El4n4krFMR5vCX81ws4z2Ovo-U7IYgy7hZuOsmiGJGd29TNHPwnZEdoVPd6JfhlzsT39 t 5-11-7 5-11-7 411 2x4 11 JUS26 JUS26 5x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.08 3-4 >901 240 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.18 3-4 >384 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 1966/0-3-0 (min.0-1-8) 3 = 2217/Mechanical Max Horz 4 = -279(LC 6) Max Uplift 4 = -986(LC 6) 3 = -1071(LC 5) Max Grav 4 = 1966(LC 1) 3 = 2217(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-948/769, 2-3=-1139/725 NOTES- 1) 2-ply truss to be connected together with 12d (0.131"x3.25") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x4 -1 row at 0-9-0 oc clinched. 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=1.32mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed.; end vertical left exposed; Lumber)]OL=1.60 plate grip:DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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) except (jt=lb) 4=986, 3=1071. 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) Use USP JUS26 (With 1 Old nails into Girder & 1 Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) B03 (1 ply 2x4 SP) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 634 lb down and 547 lb up at 1-4-12, and 570 lb down and 388 lb up at 3-4-12, and 587 lb down and 392 lb up at 5-4-12 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, 3-4=-20 Concentrated Loads (lb) Vert- 5=-634 6=-508 7=-549 8=-991(B) 10=-991(B) Dead Load Defl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 96 lb FT = 0% rfmaa}•tmit tiaszTllT n}Ryttt'A rC9rT10lSES;nR?sl^,.:r'IEUlifE4St Oe0Ri3CS(ti7QA "{IPiI"1([3�Jp((D'eM`.rrl'�sae. Year kr�arrt�sdtt:al rei nitswttn Tnv 6eg(e kesiy(Opim94. taAxry i. rsaa}N,r;. tEaeu: Renldrn ns. dc4;s a'sr..at sKtNwroe P'q aeh mildstmsddu lien Sid I16SNMiiTa"vhitrdi AsoTdnitts.a4 ta)iattl((S.STtaYYta nNS Mt:td lS Rf lvPlf Piffif9e:f1N8112fi1E3r'd[S�tRI'f9j9Sa0 nFgf3?RC3YIPI MA. I3NjAdei9 ititM ilPlrl:rl^N�CiT:U OAIe MIHIrFI.ISl �1519415iF#r�'n5; �`I6160.'�116S;3Rh.Slb Anthony T. Tombo tlI, P.E. ecln}t(tki iris hrmT Gilagis"*.n Imi'Apdin Qanr.,ftOrvti stdlduN rinra6rlr•"'3rq rrcsiQX,phd 1:<'4C6. rN IK,@e Rit�lEtlk9lrrCt:ji[Ct ml TH-I. TktrNOHId(keTr nittttidte;}dlStTn{S,IllloufiA P}3t10r. S1ill4tS;:0'E'✓Q "Bill I! m itipQl'jd. „80083 ' litlWaill'sip"Wrfearer. Pit1A s§'+!4s lltattaipsaloMeT7.leAtiepocusudpa,f"a'.-atsdtkr�#'eq(mriedSafiht6hrasw¢;Sflln/ls5edi.iHeaiStCAce;sxnM;xrerdr,iisn�pstiJ'nmi140 dbiT:ssstup51 hs�pa,trns...WimsWedsCra,m3ns 4451 St. Lucie Blvd. tudnisr /e oel l; a (ahl tyeNgtt u�s`g 6T sl folio irnhti i4Tsisf Otsiya hf3n is 6hi 6e 1e71aj Pd4pa.e T:rnsS;yiea (qu+N dsr; kaltivj, L tgilsR:N Ira: ado/daN it 7PF1. Copyright.;r2016A-1Roof frasses-Anthony LtomhoIII, P.L Repiadactiona]this demmaat.inany [arm, is prohibited eithaalttteWritten Fermissioafrom AIRoof Trusses •AalhoaylTomlin III, P.L Fort Pierce, FL 34946 V Job Truss Truss Type Qty Ply A0178083 XCAS5524A V08A Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.1 0 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:44 2018 Page 1 ID:Inl E14n4krFMR5vCX81ws4z20vo-U71Ygy7hZu0smiGJGd29TNHW2ndadnEPd6JfhlzsT39 4-0-0 1 1 7-8-7 D-0 4x4 = 4.00 12 2 v n 0 2x4 I ST1 6 5 1.5x4 II 7 T2 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 FBC2014/TPI2007 CSI. TC 0.32 BC 0.25 WB 0.13 Matrix-P DEFL. in (loc) I/deft Vert(LL) n/a - n/a Vert(TL) n/a - n/a Horz(TL) 0.00 4 n/a L/d 999 999 n/a LUMBER - TOP CHORD 2x4 SP No.2 5) This truss has bel designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load noncocurrent with any other live WEBS 2x4 SP No.3 loads. OTHERS 2x4 SP No.3 6)' This truss has been designed for a live load of TTOP CHORD 20.Opsf on the bottom chord in all areas where a 3-6-0 tall b Ij 2-0-0 wide will fit between the Structural wood sheathing directly applied or 7-8-7 oc rectangle bottom chord and anti other members. purlins, except end verticals. 7) Provide mechanical connection (by others) of truss .BOT CHORD to bearing plate capale of withstanding 100 lb uplift at Rigid ceiling directly applied or 6-0-0 oc bracing. joint(s)1, 4 except Gt i Ib) 5=151. MiTek recommends that Stabilizers and required 8) This truss has been designed for a moving cross bracing be installed during truss erection, in concentrated load of 200.01b live located at all mid accordance with Stabilizer Installation guide. panels and at all panI points along the Bottom Chord, nonconcurrent with any other live loads. REACTIONS. (lb/size) 1 = 115/7-7-11 (min. 0-1-8) 4 = 154/7-7-11 (min. 0-1-8) LOAD CASE(S) 5 = 327/7-7-11 (min. 0-1-8) Standard Max Horz 1 = 65(LC 8) Max Uplift 1 = -52(LC 12) 4 = -78(LC 8) 5 =-151(LC 8) Max Grav 1 = 260(LC 25) 4 = 283(LC 27) 5 = 388(LC 26) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-247/429 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.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; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 1.5x4 11 3 W1 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% R'nsy-pease tnm{ist Fsaka 11i'1? IWFIIUSSiS{'S�1!fe &'9SUt 1it4i A iCNp7YYS (LSiCY�lUSEI jt(C17"p1EgfsRrl7'h!e. Pert; !?cropxeat?ai ni tea(utes iefkis?ms 6esyv kt+itp}:Db'sdt�s (Cl�r 1.hsM Ik,P.1.ltnter Shet Stins ose. xtsi CSexist sYdto?1s1cD; my ATek—.V1hhs,W1"al 1.10hle'di liul!nsmpignrGD urtsm in r asitif Ci;�.tlns6s; "sip ern q!!tr.::inl. Anthony T. Tombo lli, P.F. eid.xuM1lsinns lsr a?Gn3�gis�z nsrws5 stdHe C:?t!,es6xtnstidw nl gn?ntieR<'.Atq rx!:,Sn,hhe{t»sAs: ytliG!ks6(tsdtlt lnsll�dliytdt onlTild. Its 9pirsl011*0Htd•1 lid(nAits Trns;.d,1nl omilnl,sitttgt.fiWdus tdMniy sie!4 ntm).suA'td 80083 f f2li5lEiejP3flratfeti,iWMif. iII2i7nfnMOm!T&:nd@epteanul6nfaussdtliG!is(an>aa!nSAitfldnatr(C;STpn!uttFTrllk(irT tlT(4Ntnfl st-0GIII4ItlIf. PIIgem,5lri,j3lldil..ift@IIift0Nlml:ii!m'11.nFtlorpt".1T..I R'nfit-,41ln{ 4451 S[. Lucie Blvd. ehenl;nvn!(iytaih gipeti.pe4Vi44k7 e;rt+tiesh?ipd.Tki inns Otsip1gw h s3i&t 141tigDts9mv Tins Spho, fgix dsi!106nr, 19 atikd;�irasain(tbxi iiinl. Fort P?eTCe, FL 34946 .(opytightV2616A-1Roof fmsses-Am6onyTJcmballl,P.1. Aepredu:tionof1hisdcmmtot,inany l¢tm,isptnhibite'dwishoul she witenpetmissiochemA-Iloci liosses-AnAonyT,Tnmbnill, P.t. Job Truss Truss Type Oty Ply XCAS5524A V10 Valley 1 1 A0178084 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.coni Run: 8.120 s Nov 12 2017 Print: 6.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:45 2018 Page 1 s-o-o ID:Inl E14n4krFMR5vCX81 ws4z2Ovo-yJJwl 18JKC8jOsrWpKZO0bgg2BxRMDeZsm2CEkzsT38 6-0-o s-T3-7 6-0-0 2-0-0 1-8-7 ad 0 0 2x4 4.00 12 1.5x4 II 6 1.5x4 II 3x4 = 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 181/9-7-11 (min. 0-1-8) 5 = 114/9-7-11 (min. 0-1-8) 6 = 481/9-7-11 (min. 0-1-8) Max Horz 1 = 147(LC 8) Max Uplift 1 = -50(LC 8) 5 = -54(LC 8) 6 = -258(LC 8) Max Grav 1 = 300(LC 25) 5 = 263(LC 27) 6 = 481(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-6=-391 /610 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; 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; end .vertical left exposed-,C-C for members and forces & M.WFRS for reactions shown; Lumber DOL=1.60. plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus.0degree rotation about its center, 4) Gable requires continuous bottom :chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load 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)1, 5 except (jt=lb) 6=258. 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 5 1.5x4 II PLATES GRIP MT20 244/190 Weight: 33 lb FT = 0% k`uaq•Pwuihrsgsknrs.6e'1 Ii7Ti101stS s4i'r'H"NFiIl7 iSit CNWfI,NSil37CM�lURCit;KSOiIUDWlfNi'fata. rndTltsprrueas m11"I.11a nrtis Tres Oulp 1. isnh u;r:Now. No letna ev aftn em.tst sh.dw 3t Pk'alr, 118etvrnsm!rlstsskell sdla?ia10'hkie"iA. AsuinnOesisaisraeer{Is,SM 7Fn3�anL lke se oa mT r411rz eceresmnepiesae!hyrtes�isa!eayneesaq respwsr?drhtM4.vpdaM suylPrmSig4^tQraSaT:O Bdt, w4aTrtI, Rl laSt;F aSmcriros,im7tgva+7lls.sa:2:5h, p„9thony T. Tombo lfi, P.E. ed eseu Pis lmstarcyrri:3ag i;lNt mpcss:xTfdin Crnr., 51IYsee iMdw.sds;aprtde6zf8q �„�pz,h Ea ieCaztE{tis lNGBaIL{ad'41xd Srl!Hyudr asdiNd,Th>)pnsl�taPA nfsihatl �nA�isTmSisd�az35>;maTi.shit7e.iesz:?t?iaed bneritbil taaa;rpssuil;Yd � 80083 St. Lucie Blvd. t4451 IirMHajPssipumli+ifielri.l0amsatednAeT_Wttepeeusntn::ueasdt0!!x3(esyusaSfit{Idneem¢SSS)pdSGxlh;Hu1SE(laerdxnMSxpne:dpdieca, i?4ilr'mstiesa;ra�tneaetansd:hrsu;Fs:4m,uns[xvp�iaasas,rn:u+edre.a,�k,c Ndacis(/dined irelaer8 r}Sad ryas it rr@ig6p e'(..Mies ia!thd.TliLni Das(p Ee�!aris �Oi he lriidlar DesipteelmsSTsiaa[r�"saeeln{hi1Ge}LT mriluli;>.i Rras sra ss eafiednTM1. Z(opyiight®2016A-1Roof[russes-Anthon fTomhuIII, P.E. RePeo•dupionofibis dominent,inany form, is pohibittil without the witien pamisiion from A-1Roof Times - Anthony T,TamhoIII, P.E For-, Pierce, FL 34946 S 1! Job Truss Truss Type Qty Ply A0178086 XCAS5524A V12 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. Tue Jan 23 14:10:45 2018 Page 1 ID:lnl El4n4krFMR5vCX81ws4z20vo-yJJw118JKC8jOsrWpKZOObgeLBwYMCAZsm2CEkzsT38 6-0-0 11-8-7 4.00 12 .5x4 11 2 a 3x4 6 5 7 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 4) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load non ncurrent with any other live WEBS 2x4 SP No.3 loads. OTHERS 2x4 SP No.3 5)' This truss has b en designed for a live load of $RACING- TOP CHORD 20.Opsf on the botto chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 6-0-0 oc bottom chord and an' X other members. purlins, except end verticals. 6) Provide mechanical connection (by others) of truss . BOT CHORD to bearing plate capable of withstanding 100 lb uplift at Rigid ceiling directly applied or 10 0-0 oc bracing. joint(s) 1 except (jt--It) 4=115, 5=314. MiTek recommends that Stabilizers and required 7) This truss has bee (iT designed for a moving cross bracing be installed during truss erection, in concentrated load of 1200.01b live located at all mid accordance with Stabilizer Installation guide. panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. REACTIONS. (lb/size) 1 = -168/11-7-11 (min.0-1-8) 4 = 211/11-7-11 (min. 0-1-8) LOAD CASE(S) 5 = 576/11-7-11 (min. 0-1-8) Standard Max Horz 1 = 220(LC 8) Max Uplift 1 = -18(LC 8) 4 =-115(LC 8) 5 =-314(LC 8) Max Grav 1 = 293(LC 25) 4 = 317(LC 27) 5 = 576(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-317/124, 3-4=-171 /266 WEBS 2-5=-465/712 NOTES- 1) 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) and C-C.Exterior(2)zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions.shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for plus or minus.0 degree rotation about its center. 3) Gable requires continuous Bottom chord bearing. 9 4 2x4 11 PLATES GRIP MT20 244/190 Weight: 41 lb FT = 0% Ai i'nta} �raau m,�+f IplSb rx•Is pecrnots[s{se::rf -�tTST Taws t tcwoimts tC'Sr&Y^tMi` {:Ct7iilE0<.k'S1• fe? l4iidlFanit#)latlS sit.l it tsldlW3'Tbvhtt1411,. I5fT'ry5i ✓'H�p93rillfiit,S)!l:6�'En�9?# 7k 5ldQSrIJdSEglttl.5t eaFat AIU;Tnss hs npBrei^gsStn.Twr'r.`a)itfilCm Yi CrtEisFille nla;ater�ltts.Eyh,p.,iF ht lEttsra?!it ht t�ICnr r:fiTllf ttl rliht:Rl, ifliilia fH IM O':1i Tt.;ia'3r )nCReS nt(k/t�.3ta klblta.€x)Iaa:)R!tl {fir{ bdrr#I�Aait�.T tl! i .nl • akhl d i ssi" r.: 'e ' n t . iliL + E f x T h tatd bn. r ?'t s muter Di, t[ tjit tpiaF. ayiy . )t!h Sn. F.t _ ISf p<SP tj.FtE,ISS t Nj Tar,E �9S{T (nppight-�-2016A-I loot Trusses- Anthony LTombelil,U teptodunionelibis dorvmsnt,focoy form, isIll ntus'nss Disip [+Isiey Dlrtedatefixrry T.L:M �t.E.lE.hriwexltl iAnrnl. h?e!; tr'S#nn srthE n:k7C�,nh tsrpsi#':h, hr dY GSipa d 3t Sh}Il TnsS ttpMteMSIT"It ItI , nt# ItFI. TF3 tt5lji ISii3 jYM.. �FOS;aj 3etlnf.!E:ke:M1h H-0. Tn npnald;Eti)nl ory l;sll neAtkE inss, ufaasg inllny. singrb 'Ettnast bury s41111t At lnpaspil^td r sea:llixfae. R41 ltaf hen;yalsmt`nel l>Uts IlEaellns iala#,.rns F vp Eapcw mt':nss ilasfe{aer,mku permission Irom Al Roof Trusses- AnthosirMombo III, U Anthony T. Tombo I1d, P.E. 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply XCAS5524A V96A Valley 1 1 A0178088 Job Reference (optional) ,x 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. Tue Jan 23 14:10:45 2018 Page 1 ID:In1E14n4krFMR5vCX81ws4z20vo-yJJw118JKC8jOsrWpKZOObgitB wMD2Zsm2CEkzsT38 4-0-0 9-6-8 4-0-0 5-6-8 2x4 3x4 = 4.00 12 3x6 11 3x3 11 3 4 1.5x4 II 1.5x4 li LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-S Weight: 29 lb FT = 0% 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 = 145/9-5-12 (min. 0-1-8) 5 = 186/9-5-12 (min. 0-1-8) 6 = 430/9-5-12 (min. 0-1-8) Max Horz 1 = 65(LC 8) Max Uplift 1 = -58(LC 12) 5 = -89(LC 9) 6 = -211(LC 8) Max Grav 1 = 145(LC 1) 5 = 193(LC 24) 6 = 430(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-324/522 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf: BCDL=5.0psf; h=25ft; .Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS-(envelope) and G-C ;Extedor(2) zone; cantilever left and right exposed; end Vertical left exposed;C-C for members and forces 8 MWFRS for -reactions shown; Lumber DOL=1:66 plate grip DOL=1.60 3) Provide adequate drainage tp prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Qt=lb) 6=211. LOAD CASE(S) Standard Timtar•Fw;tri±!ogdr rr±k>,1Se'i=1ggF IIOSSES{SEt!.tf e'AEfAt IrJriit(gAD!P.-7YS co (yH17A(AA3alrPek'Sr'h;a rer,!rki!}1pY/'fKd1HI1HI t±tti te1;I5 iHts Dwr5:1G'MYT.11th IP.r.E.fewa!ktti Ion, eH. 7otersa+aer iss±!Mwtt UHq xr!tAtLWt(tt lldtl trdlitt:edhrSFIGv IB Attdid As alrost Uvp L{it.Hrlfa irtriq E2M4 At Nd a ar W'fpsws al Y3trh1tt 03 {'iIHL4Ld fLJ9ttfR9lH{C05!A''itrM tts Asap d!s. wrle T!Hs 1-4ionintO Pedr, Hrrr RI 1, th desigentt ¢nr, halm%Dftas,!s:!dihh Anthony T. Tombo III, P.E. adHr6td: irtst b!exr 6rritknraib•ard6t tsa., rH Cxtp's nikei trs op<etHleBfid*JD±ss,hCit!ta:trf(@tgS,(h(IXtatt&Iuel A±dWg:tdt sd iHJ. Il±trfn!dd3±17 ni ¢ifidfatdkttan; u6sdrphatlr>)±Is!rra ax^dteclkr.dtllt±a±asrssudstd „80083 atl.drurPssigeet aA 6thehr. ADsrH idata7tTC!HA&r{!!Goes ul re4�nid9s Ar!Cag(asr+Huith({Idtraamo{L`.SijpiSNerFin aliKA atrdnHtd!x rwnd{d�nt. lr4trt!rnc6t!apaiiil_tsml lnrcsd3trtHs rH:gs,imsitup (trHu oAimsklunhtrn,w?Hs 4451 St. Lucie Blvd. dAtsr!!i(ddutrMl(tthol tpHA eptIF'!i[rc�rT e;�{Cr(itS a!d!td. iAtran Pts(gs.Egdas!;it iGi fie rdUler P<sip!tcf;!nsfrsltu frglacdaq hilliy. L aliwi.±A trams srtcs lead 41M. Fart Pierce, FL 34946 (eprsigh1Q2g16A-1ROD llrusses-AethaoyLlombetB,P.E. Repsado..knofibis dotemot,inany form, ispte6ibifedwllhoutthe w1ittenpermissionfrom A-1Roof Messes-AmihonytTembo01,P.E. Job Truss Truss Type Qty Ply A0178085 XCAS5524A V116 Valley - 1 1 Job Reference optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com v 0 0 3x4 4.00 12 Run: 8. s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:46 2018 Page 1 ID:In1 E14n4krFMR5vCX81ws4z2Ovo-QVtlFe9x5VGa?OQiN25eZoMpmbls5fei5QommBzsT37 8-0-0 11-6-8 2-0-0 3-6-8 6 1.5x4 11 3x4 = 3x3 11 5 1.5x4 II 11-6 8 Plate Offsets (X Y)- i3.0-2-0 0-2-131 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-S Weight: 39 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 4) Plates checked I BOT CHORD 2x4 SP No.2 rotation about its ci WEBS 2x4 SP No.3 5) Gable requires c 'OTHERS 2x4 SP No.3 6) This truss has b, BRACING- chord live load non TOP CHORD loads. Structural wood sheathing directly applied or 6-0-0 oc 7) * This truss has puriins, except end verticals. 20.Opsf on the bott BOT CHORD rectangle 3-6-0 tall Rigid ceiling directly applied or 10-0-0 oc bracing. bottom chord and, MiTek recommends that Stabilizers and required 8) Provide mechan cross bracing be installed during truss erection, in to bearing plate ca, accordance with Stabilizer Installation guide. joint(s)1 except at REACTIONS. (lb/size) 1 = 180/11-5-12 (min. 0-1-8) LOAD CASE(S) 5 = 213/11-5-12 (min. 0-1-8) Standard 6 = 548/11-5-12 (min. 0-1-8) Max Horz 1 = 147(LC 8) Max Uplift 1 = -50(LC 8) 5 = -101(LC 8) 6 = -288(LC 8) Max Grav 1 = 180(LC 1) 5 = 213(LC 1) 6 = 548(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-6=-426/664 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132rhph 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 ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage -to prevent water ponding. a plus or minus 0 degree nuous bottom chord bearing. designed for a 10.0 psf bottom -urrent with any other live :n designed for a live load of chord in all areas where a 2-0-0 wide will fit between the other members. connection (by others) of truss le of withstanding 100 lb uplift at 5=101, 6=288. rma I•peese 3atr{SI} ttan Ct'S r80f TIO'bFS(5`ti�. n{EUI lilMid (GAO!f7eT(FSfdtl;"U7tf1`:(Cs7iltU6Ai51'8ra. fe,d!1::.ynrsntiu; UBetmuatsr}I,!es sN:Ite tsedM?zT};hk+dii dsoinssba�m fa}ax,Or S}I:S!ffe}:NaS:,RlSlti!aemy lD,tTttAl'36ii1t}hrtear48 }'rh!ip a .o0IMPSshiay6 kgisans}sas r,`xTd6t C:stt., ht rrrttis��lands}er!nde6s'iigthu�x<h6e, dft!p(<kr QttadGt lnrlh� ' tir{.dfa}bxi}enmlfiehahr. AOMn uIMa!kT6;u4tltrscits ed},iG'KsddiFa.rr�fen7ptaSrh}14faee�r{i`3ttp�skr}.Ffl ssdsJ(M� thtn'.e /dhtil}t Idhxl epead.}n h t-,v.}kl i }atus bnM1ti. 1p Trr!! Ikn}t Et'y'!R!: if e0i lit { ldh}Otiipa,e' f,tti }}Shp EMy:efatl X} driiffi! .(opy}igbis`"r.•2014A-1BenlTime S-Anlbonylkm6oIII,P.E. Aeptedetfionollhisdomment,innnyfarm, isprohibitedwithout 1hea td NO nits enlist-$Dth}n t«e.itp DPlad Doi Win! LTI.I. r..{effa! Noi0at nh,n!.StCrs!:IS ":"6 U,Ltd,"ra}hIattd-atmW {!tt!,"aanL p}}thony T. Tombo Iti. P.E. gtdt ardlflI,T)3 gp41ddTRTa td rflaldntEl llfTlns; iahrt.,yl9dla}. Ssat.asc"e16�kac}AIO i, a, t:da!q�"r{d T 80083 �!taeutI fx}exd}< m. MI d!'-Ta tt;ensnir:HW iA.S fhe T:sss@ts:ma: S.1 bm}t 5p. WT.11 shahCra,wtns 4451 it. Lucie Blvd. V,gitnh,d Iasi at's i6d h161. Fort Pierce, FL 34946 0 P n pmmissioe from A Ron] lmsses- Anthony L Tombo III, P.E. Job Truss Truss Type Qty Ply XCAS5524A V136 Valley 1 1 A0178087 Job Reference (optional) 11 t nuns t s ubbeb, rul s rren:e, rL r.�to, design tda-iiruss.cwm Run: 8.120 s Nov 12 201 / Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10:46 2018 Page 1 6-U-0 I D:In 1 E14n4krFMR5vCX81 ws4z2Ovo-QVtl Fe9x5VGa?OQiN25eZoMpobJ?5fTi5QommBzsT37 12-M 13-6 8 6-0-0 6-0-0 1-6-8 3x4 4.00 12 1.5x4 II 7 1.5x4 II 4x4 = 6 1.5x4 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 0.56 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight: 47 lb FT = 0% 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-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-5-12. (lb) - Max Horz 1= 230(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 1, 4, 5 except 6=-188(LC 8), 7=-328(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 6=386(LC 1), 7=586(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-355/150, 3-6=-293/442 WEBS 2-7=46V700 NOTES- 1) 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) and C-C Exterior(2) 0-11-5 to 13-6-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions showh; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates_checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf,bottom chord live toad 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)1, 4, 5 except at --lb) 6=188, 7=328. LOAD CASE(S) Standard bmti-Pima }vimw.M'k IEMIMES;0-1r,01111IEWIt(ONYTIN{(1�70N rr>)did)irre��Glk:Sri!:'0. rdt?{{4PYYI�NUS arlRrallS ItrLt1A55 bt5111 (ktfltt(!(Q�e+�t+! r. riAN P;rf. rktUtae LStltdlrtrt I5!. ['frl;SEiP.YIS!L'fit{q�t ryA)6Ir MtTtti�eax/Ides sbii les.edh+l#:ib hleYdid. III No bmmEyaea{ie Spsrs!fireFnnl,atsedaeap Mtt1<utasmererhneais{�dlssimdsssps rag usµms i¢t¢i 3t dtsged4t th;Ix ryas etretedea�el:0 xir, adxr lPN. ritdesistaaayrms, kdottO.;:s!d:htr Anthony T. Tombo 111, P.E. ed ttec:Idtirds hr e7t �i isdy a.Ptasa'Sidiil Cwx:,Tst OrrcismittzAgtaudeNa qie ,aGnt<tcFdtitC&eR(�3tlwlfrilfel the editlL III gpni Ifbl2A-try hu f1i4e Tors, i-,w-; wq, stvty. m'esadkain sldl NeAtntrasi}ilyd � 80083 ' dl Wifmj[nsipuar(teastu.3aaats alMnSelD eAtkepnmstd ryetmdd:t€�i3(asrutq SdaP MuarmtC3NetblissedM?PIWS!(A at tAxtuiitr. pecti Nciim2. iiFllt!cetY+t turyudir.`uei ears d'vT.as:.Tatf,tntf [nupTyitet+adiaxl4tehC+en,w'nt dltnsi;t edraeera[uhmi epsd tpehen:u�tyrtiPtstits a!tlitd. lei Lefe btsip E"!is K6i lit 161141 btsspn,e:TrusfrsimE,law dep W&J, Vgbiud Ina; at.I d6d it IN. 4451 St. Lucie Blvd. (e ihls^,201fiA-I goof E,Tembelll,PI Fers�urkactihisdammsnt,inan [arm, is sobibitedwidoutlhewtitteq etmissioalramA-1halltustet-Aniban T.Tombnlll,P.E. For, Pierce, FL 34946 Pi' 9 r. P Y P F Y Job Truss Truss Type Qty Ply A0178089 XCAS5524A VM02 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. Tue Jan 23 14:10:47 2018 Page 1 ID:In1 E14n4krFMR5vCX81ws4z20vo-uhRgS_9ZrpORdA?uxlct5Ov5L_ilg9zrK4XJIdzsT36 2-6-0 1 4.00 12 2 , 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 6) Bearing atjoint(s) considers parallel to grain value BOA CHORD 2x4 SP No.2 using ANSIfTPI 1 angle to grain formula. Building designer should verif capacity of bearing surface. TOP CHORD "Structural wood sheathing directly applied or 2-6-0 oc 7) Provide mechanical to bearing plate capable connection (by others) of truss of withstanding 100 lb uplift at pr joint(s) 1, 2. 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 guide. REACTIONS. (lb/size) 1 = 70/2-5-4 (min. 0-1-8) 2 = 55/2-5-4 (min. 0-1-8) 3 = 16/2-5-4 (min. 0-1-8) Max Horz 1 = 33(LC 8) Max Uplift 1 = -27(LC 8) 2 = -46(LC 8) Max Grav 1 = 70(LC 1) 2 = 55(LC 1) 3 = 31(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 1 O.O.psf bottom chord live load nonconcurrenf with any other live loads. 5) ` Thistruss 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 othermembers. Yora2-Peo;etin4e}Ut ti+ka I:t �17 [Q7£4S2'3'}, tiM[tpt t(tlii p (CAGI15Mi (CSiiM!pMr; 3QE7kl[6eUiAI' fYa iax!4t'}apreattei t!i enl arts x Ritpmt 6e:lfe �erbp{OPlc1=E 4'M!} I_ga3t rx.li.pEtteEs! i3+tl Itlnt rsxh:sdxwitt C:::6 roSt71D, xl! pUel—rherprtef twl it, ItI.A l61,1" ,. Ast Imsuse Eg... ji.,st'day ketrl,Ae Weu.7 roil ge;tee smsa!pm:de6!p•dAnthony T. Tombo lTi, P.E. e!lnetfs�s in:s 6c sp[npisi�nspsm.r.^; first C+mss, sit DxwFsriYw�!tlticEsrttirpag 6t:.psx,IeG+«e;rd!h IA4A+1((adtFe lasl+EY f:tlttlsliN-0. TN9Fl+nI�tiC,lsvls)fiEl(nl6l fifTnsL w�'�3 �ilui. ihegt. iFlti''C�nrodketisp sSsll p!A!(t:p,s3ikid ;80083 ti+t+diup[:si}+xdCedmcAO+Aa ref to n'krr ¢!$t pncuu eE(pats^E=idhst�'.Ceg(ayam5e"a;Isfuum(S;ff gisAelM;itW RQ we;GxnM hc!m!ell.iizna Tf4lltasstien;pusd�N'.ese�p+Imdrx i+nsCa�aw,tnss 6ess�6pueu alinssp6sefMser,mkss 4451 St. Lucie Blvd. t+!crFl;p ddne(p(t(a!ix!vptt(tpcn ie.,iiigtg tlyglksnrdna. at toss p+sip.leyxekis45i fic4it(4 Pesiy.A,a?rzss f!slea Eniaeti+trl+alep.11stlpfhti.ed l!;asore IS (c(ncd ltTtll. Fort Pierce, FL 34946 (opysighl02QI6A-I Real Isom- Arfbony T. lomhe 111, P.E Repiodurtion of this dotnmtey in eny form, is psohibittd without the w'sinpn permission from A -I Real Trusses -Anthony T. Tomb ill, P.F. Job Truss Truss Type Qty Ply XCAS5524A VM04 Valley 1 1 A0178090 Job Reference (optional) h i nuui t iubbeb, run rien:e, ru 34946, eesign@anruss.com stun: 8A20 s Nov 12 2u1 / Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 23 14:10.47 2018 Page 1 ID:Ini E14n4krFMR5vCX81ws4z2Ovo-uhRgS_9ZrpORdA7uxlet5Ov30_hdg9zrK4XJIdzsT36 4-0-0 4-0-0 v a 0 2x4 e nnF1-9- 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 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 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; 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4),This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) *'This truss has been designed for a live load of 20.Opsf on the,bottom chord in all areas.where:a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard Ya«.+t-Pmeffi«edif(m!!. Ntr'd ; k9iti0SSFSCS`Lst?,, "eFXNt iE84i t CCADIfYY1 CLYiCN'tUifi jlCrd9VliD-eY:51'4;a itrtlr!!;gapas�sNus ttlst!d Wtt teftit'.«ss Utiys I<tr�ie3(iD0 W!>:lE<5md i.LoMI1;t.E.ldereueSfetl Setne nt "hest o'Snxit! stt!ed es3a170, «h, Zt l5 aUmx Dap hp.,iit Spra'!faTaent.sees«I ncr r'�«t•aess�ssgtwea!2s rslesc: r.�ive+s�«st<as:zid+h!?sdstip tfiv I'Tmsd•.tiukdeoOtiCJtdrnd«Rid,f5: desigs esusp"nyhadi�s�.;ntse:A81hOn Cou, 6r u.«;s pthsxd m IK"' icy luvw-ia r>, totnmi th Rrd,oKdNAnthony T. Tombo !II, P.E.80083 Rii 95kstM r!;T»n1J`:trse>! dmesd'aeT:css hs.pn'!m Cxveskptesr pd first 8asledrnwiesti4451 St. IUCiQ BIYd. Fort Pierce, FL 34946 .CepyrSg61d1g16A-IksatGusses•Art6iwyE,leinballl,P,t. iepsedunionclltisdcdumsar,icany farm, ispmhi6ifedwifEoulltewtrneopstmissiaefrom AdAoolltasses•AniheayT,TamEuOI,P.E. FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ALTERNATE MAGONAL BRACING TO THE BOTTOM CHORD 1'-3'MAX. J OIAG. 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 i OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES @ F_ 24' O.C. 2X6 DIAGONAL BRACE SPACED 4B' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN). ' PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL \ BLOCKING TO TRUSSES WITH (2) - \ 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5).- IDd COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY -BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL 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 FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131' X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9% 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUS'. MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED \S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / URAL TRUSS -1 , - iTUD AN ADEQUATE DIAPHRAGM DR 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 CONNECTION DETAIL THIS DETAIL IS APPLICAOLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 17 91 ASCE 7-02, A CE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG A NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. �k r NOTE: THIS DETAIL IE VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 OF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" REFER TO ACTUAL TRUSS DESIGN DRAWING FOR TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES ADDITIONAL PIGGYBACK TRUSS INFORMATION. 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) ILI BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' 0.0 A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. t Ya�snj-Piece nun}51 eeNtc tk"s-fYds(t}«SSfS�t3lft;ESlfljtdEl�S&i4s01}�A[1 t�i1+7.s3ttL*iYj}fl3U's"tli+'.dfhi'Ern P^rip ieu}+}v¢s?¢r akt.� shYazYai?r�s"e&•sr�kCmi}jTPc*d�t l+�S i.taaht ip,Pri+,h±rsrSlerhdae r,!, 4tiHt GfiuinetSA;lie�tt llR:w'j tliF�.!!fitk'S#jai}4k[S4r8>1Wi>tip;Mstae<( li/Lmss [4tq }Me'{t! ipu,0."siy'efi;I�f±d¢1DtYtPPri}+1dRhnfeti'�'tiflN jxds}' ry}i'}rnt}x'•pas:) In Ar dea• aft}af, iT(4s le .. r#e11H i:''u4, airiq;. iN Ni4eisfa rm . I1�"�++1, c.bU:. Anthony T: To n6o III; fl,E, olaNdf¢Tms+xrtSccd:af of 4tOnie: RtC rai;ralastlyc9r,&6zi€a}ofr':}rr,bra cse+usl6s K. hlidsdks lMst, uddrytafa}..sssye.asal,acvGbarashili as dr:eyoxtS:ind. $0083; - Ct pdf4;}uic�ei ut[mAMr.i*armssH.gasiaS06 m41s.t u9ns iM `ilAins xxGw�tq(,apMsSdwj�igmsn{KS jpv.'ehsth TNmdSC.: t:ielecemtd£st }+utc:q ®u 7111e aestierr.gamianiesad lmiet .,nsshsgtt,iins Cce +a,5}aen*tfos R.4ivu:+i sn ii s`fmru4 rla�r'qud {am gmW pale hnhrd tkimsttt �. 4451 1.i FL 340Blvd: ` h RFC"+i,tnHl�t+u4u,fie}�vpe.eTasak�ra G3ceaua; Wdtd �r }ktaFIIus (dmlfr iP3. _ Fort Pf&2lCi, FL 34946, fopyryf1�10IbAIRaoflwsus Amloeq;F,famtalli,P.F. ReModuft.ossliFisdo.umesl.inCRY Sim isprogbiidiObvillsZola pttvtssioeRoof-1RoilTusses lChinTl,lodS ilI,PE JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. GABLE END, COMMON 7 FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES VALLEY TRUSS GABLE END, COMMON TRUSS, OR GIRDER TRUSS '• TRUSS CRITERIA: SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH W/ ONE ROW OF 10d WIND DESIGN PER ASCE 7-10: 170 MPH NAILS 6" O.C. MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/4" X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A -ieucery Pmstwer0sg51iiq.q.le;'l,ll.9pF AUSSsS"SRtil.�.,fi�etstiUY4tOBiitsGti tCCSEf�i1;'iii)1°kM67�`lfdltAE'h+m Tcrd; dn�4��s�ie¢iosstw�s y_nf�vp Bm.vy siPB; ml tSs/e. fecdit7;ld Idr txsSEtstls>�eu �sssass�iaa�fTPO,�wlt :iq?ei4as�tm#s ssibT .na bi6Too uw m (sfTNS ErrceAwrnstt Maas i erjr.�nit61:t6;ifsupassntrai;:I Brgos s,'so� ;kfr Athmy t Totrha ftl, P:[: - �oidastdcsfessistea Snsi:syli5l{estsas3tls'rslhtG vit�t'tt 6srur's efllttuplc}.,u Fa611..faSinsbmrm udMelbslC.:�wldd�t.=ml Wlic3�demfitL 7lte�p2rd><8t i60adwi!dNau�Mlmsz.4GdirB isg,theorti+ztllDtaMlro'u�sil14e 6t njws5i13fel m t{ Eo7Bss7usazd [wdsutar lgssM3 iitutmth E3}od lte}rM.tsv9gxtzheas� tle gtsatainEr5dst6dudcfia L:SPps4kdti.6f iIEaHSKimis H dksrteassc'; ma.'ItN dtts-nfce ies afdCisssraSaieidd:tmss Rs gwt hrtBsiy9•Es zskea3msmithft;c;w6s 'c5e+iseslmtdi . ir•.ids ah=' i d pbis� chid t9s rn'st T uo ot9slielB� alrnit stra aim61 r 4iq; 166.-w,stmAki im, 615 a ce; L. 3494 � � r �+� rr+� f ;.. F3et Pierce; FL, 34��5, CapTtrgB�D20lb�•i�aetTtrosuf- nkosyt;Taabolii,pi itp,ddottian011%difa-4 f,int�ylism isp[dH'3ited ut'iihewsiiienpm+rsu.oIromA•liouifresses*Rrnnsyf:TomtoIIIjf. JULY 17, 2017 TRUSSED VALLEY SET DETAIL STDTL06 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 VALLEY TRUSS (TYPICAL) GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" =10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL "A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. TRUSS, OR GIRDER TRUSS P BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS (TYPICAL) SEE DETAIL "A" BELOW (rYP.) xxx �_s SECURE VALLEY TRUSS W/ ONE ROW OF 10d WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH NAILS 6" O.C. WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ O USP MAX SPACING = 24" O.C. (BASE AND VALLEY) WS3 (1/4" X 3") WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS DETAIL A (NO SHEATHING) N.T.S. w? r F6niosii(tii erc'afiae baatnccrq;slay{-,Spk y4iy,aadea 3GGe r<t�wrni saeinir aq�a�nE'afp,,; 'ama alsasmEet sde nfatr ,a t!l:tfeNWem lmi.§dg aasaar ry Anth4nyt.Tomho111iP.E: odxud lstrass mltaldrsdiaae eyms3'iryAl oa +ae"tts N.A oclrrsalgd'"& Mitalivwald�ltr,:r. l#,®lailast hdi"nde xd t67. Iaea}xcAt) MRNrd Mt-ldasa r'Gs itaqu[l4g1�Big.ixye,as�LxamLLnar s4ttYe esetaswate5;Od �,8�083� ea C+tlSalf naq lntre tKat-+,s sBaAa�e iCGnrlReFuhaiird�d ices sdsata.Hgl a,apagscr* acae 'm;K:lew iKmddtAr ;9armdeisrr c ent 11 dr�estk;rparcattaliis¢363iafi3iIn{sH.-{»tt.Lns& r,5(aeeic'rlisns Ksdo;rsa,aa"+a .QySI St titi3 Qicd: ii �ae�.uH ayatuaadi ;d +{Inter ,•'4�-ss3�, laetire abii sit,yct�,w;ia iaei r�oi<I�r..,�tsss=y�a ec� b>�wb�i ire+ 1ra s6rm,r ,l tP•i Forthiree�ft 34946 (opw t101�1d$IRus(Lcsus Anthoep`.f.fcgEo lli,P.E. Rsvedenl0P 0}ibIS harw'k1, w1 mytom IspFibitedwiiodlit wi la pe riss16t fmalI RC6l Tmits �A iM10311 T.JoAo IlIkE., JULY 17, 2017 \ V V <J L. V V /1L L L. 1 V L. 1 1.-/ L. 1 /-II L (HIGH WIND VELOCITY) STDTL07 K A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24- O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNUMM V„LLC, 1 MUJJ=O MU.I. 1 D= 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. - CLIP MAYBE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH a NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) o o 000 n AMIM6'y T."Tom6v tII;.P.E. 80083 4451St, Lucie'Blvd: Fart Piefce,'FE 34946' ri FEBRUARY 17, 2017 STAN TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTIi 7z; SECTION B-B A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TRUSS GEOMETRY AND CC SHOWN ARE FOR ILLUSTRA DIAGONAL BRACE 4' - 0' D.C. MAX. SEE INDIVIDUAL ENI FOR TRUSS DESIGN 12 1~A Q VARIES TO C( GABLE END DETAIL ONLY DRAWINGS STDTL08 VERTICAL 2X6 SP OR SPF STUDPBRACE #2 DIAGONAL BRACE (4) - 16d NAILS16d NAILS SPACED 6. O.C. (2) lOd NAILSINTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2LHORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS PROVIDE 2X4 BLOCKING BETWEEN 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 (4) Bd NAILS MINIMUM, 3X4= PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK *DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-8 24' MAX. 7 NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF.OR SP it OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'D.C. G. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOC4TED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 1Dd NAILS THROUGH 2X4 (REFER TO SECTION ALA) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. I DIAL. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TY E AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (21 BRACES 1,3 DIAGONAL AT POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12" O.C. 3.8.10 5-6-11 6-6-11 11-1-13 2X4 SP #31 STUD 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #3 / STUD 24" O.C. 2-8-6 3-11-3 54-12 8-1-2 2X4 SP #2 17 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-H 2X4SP#2 24"O.C. 3-1-4 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I-BRACESIATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS G' O.C., WITH 3' MINIMUM END DISTANCE. BRACEIMUST COVER SOY OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #$ OR SP #2. ROOF SHEATHING '— TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 4B' O.C. ATTACHED \ VERTICAL WITH - 16 16 d 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 DURATION OF LOAD INCREASE :1.60 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY STDTL09 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NOTES: T—BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL. BRACING IS IMPRACTICAL. T—BRACE / I —BRACE MUST COVER 90X OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d I 6' O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON TWO—PLY TRUSSES NAIL TO BOTH PLIES) I NAILS } SPACING \\\ T—BRACE BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 I —BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 I —BRACE T—BRACE / I —BRACE MUST BE SAME SPECIES AND GRADE COR BETTER) AS WEB MEMBER. NAILS NAILS WEB 1( NAILS WEB I -BRACE T-BRACE SECTION DETAILS I FEBRUARY 17, 2017 1 LATERAL BRACIN�,G RECOMMENDATIONS STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS � RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2XG STRONGBACK OR: AAWTOP CHORD OR DIRECTLY ABOVE 1� A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BEL 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 NOTE 2: STRONGBACK 13RACINE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHE FROM END TO END, CONNECTED WI1 CONNECTED, BY OTHERS, AT THE EI • USE METAL FRAMING ATTACH TO ANCHOR TO ATTACH WEB WITH TO TOP CHORD NAILS (012 BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS TED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY 1S. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT ✓ERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) 3) - IDd SCAB WITH (3) - 10d X 3') NAILS (0131' X 30. ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') ATTACH TO VERTICAI WEB WITH (3) - 10d NAILS (0131' X 3') 2XG STRONGBACK 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 (0131' X 3') 4' - 0' WALL CAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' OIA1 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 SPLICE AND JOINED WITHIO2) - 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL STDTLII NOTES: �• 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHDWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772409-1010 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 c� o .135 93.5 85.6 74.2 72.6 63.4 J in .162 108.8 99.6 86.4 84.5 73.8 ri .128 74.2 67.9 58.9 57.6 50.3 .131 75.9 69.5 60.3 : 59.0 51.1 Z 0 J N ' .148 81.4 74.5 64.6 63.2 52.5 ri THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS EXAMPLE: NEAR SIDE (3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: NEAR SIDE 3 (NAILS) X 845 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00° ANGLE MAY VARY FROM 30' TO 60' 45.00° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 3D' TO 60' 45.000 r. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 UPLIFT THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NAIL DETAIL STDTL12 TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 .131 59 46 32 30 20 Z O —1 .135 60 48 33 30 20 U7 m .162 72 58 39 rT7 T 25 J 2 O .128 54 42 28 27 19 F- Z .131 55 43 29 28 19 Z OJ W .148 62 48 34 31 21 —1 Lo -i 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 NAIL 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 PLTE FOR WIND ODL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MA IMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTIO . ♦w� USE (3) TOE -NAILS ON 2X4 BEARING WALL ♦rs USE (4) TOE -NAILS ON 2XG BEARING WALL NEAR SIDE FAR S )E )P PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTL13 Ae - A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 "1.5X4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE ` 7-10, 29'-0"Mean Height, Exp. B, C or D. FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 DAMAGED OR MISSING CHORD SPLICE PLATES p- A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 Q. 3657 �548t53346 5019 1 2829 4243 2898 4347 • DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH IDd NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 3 •10d NAILS NEAR SIDE + 10d NAILS FAR SIDE BREAK X' MIN �►-- G' MIN vl. 4 T TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED.X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM -ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE 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. 14 FEBRUARY 17, 2017 SCAB APP TIED OVERHANGS STDTL16 a A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TRUSS CRITERIA: LOADING: 40- 0-D-10 DURATION FACTOR: 115 SPACING: 24' O C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/1 - 12/12 HEEL HEIGHT: STA DARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM # GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COM ON WIRE NAILS (14B' DIA. X 3') SPACED 6' O.C. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLI ING OF THE WOOD. 3. WHEN NAILING THE SCABS, T E USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CO NECTOR PLATES AT THE JOINTS OR SPLICES. 2X SCAB I (L) (2.0 L) 24" MAX 24" 'IN NOTE: TRUSS BUILT WITHOUT AN DYERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES ' I