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HomeMy WebLinkAboutTRUSS8C NNED BY Si LU oe C®UntY Lumber des gn values are in accordance with ANSI/TPI 1-2007 section 6.3 A, ROOF These truss designs rely on lumber values established by others. TI�U55E5: A PLORID/{`CORPORATION RE: Job XCAS6512AMBL A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 ;Site Information: Customer Info: CALATLANTIC HOMES - S FL DIVISIO Project Name: MASTER MODELS ,Lot/Block: M , (del: 6512 Address: Sdbdivision: City: C unty: Broward State: FL Name Address and License # of Structural Enginee j, of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 MPH Roof Load: 45.0 psf F oor Load: 65.0 psf This$ackage includes -38 individual, dated Truss Design Drawings a(td 16 Additional Drawings. Wi(i my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0173696 A01G 12/1/17 13 A01737d8 A13G 12/1/17 25 A0173720 C05G 12/1/17 2 A0173697 A02 12/1/17 14 A0173709 B01G 12/1/17 26 A0173721 CJ1 1211/17 3 AO173698 A03 12/1/17 15 A01737110 B02 12/1/17 27 A0173722 CAA 12/1/17 4 IA0173699 A04 12/1/17 16 A0173711 B03 12/1/17 28 IA0173723 CAB 1211/17 5 IA0173700 A05 1211/17 17 A01737)2 B04 12/1/17 29 A0173724 CJ3 12/1/17 6 A0173701 A06 12/1117 18 A0173713 B05 12/1/17 30 A0173725 CJ3A 12/1117 7 A0173702 A07G 12/1/17 19 A01737�4 B06G 12/1/17 31 A0173726 CJ5 12/1/17 8 A0173703 A08 12/1/17 20 A01737�5 B07 12/1/17 32 A0173727 CJ5A 12/1/17 9 A0173704 A09G 1211117 21 A01737I16 C01G 12/1/17 1 33 A0173728 CJ5B 12/1/17 10 A0173705 A10 12/1/17 22 A017#17 CO2 1211/17 34 A0173729 D01 12/1/17 11 A0173706 All 12/1/17 23 A0173�118 CO3 12/1/17 35 A0173730 D02 12/1/17 12 A0173707 I Al 2- 12/1/17 24 A0173�119 C04 12/1/17 36_ A0173731 D03 R fT .1211/17 The truss drawing(s) referenced have been prepared by MiTek Industn Ltd. Truss Design Engineer's Name: Anthony Tomb( My license renewal date for the state of Florida is February 28,201 NOTE:The seal on these drawings indicate acceptance of professic engineering responsibility solely for the truss components sl The suitability and use of components for any particular building is building designer, perANSI/TPl4 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepay, construction documents (also referred to at times as 'Structural En provided by the Building Designer indicating the nature and charac The design criteria therein have been transferred to Anthony Tombi Trusses or specific location]. These TDDs (also referred to at time Engineering Documents) are specialty structural component desig projects deferred or phased submittals. As a Truss Design Engine Engineer), the seal here and on the TDD represents an accep ce engineering responsibility for the design ofthe single Truss depi t Building Designer is responsible for and shall coordinate a d re N compatibility with their written engineering requirements. ease 'I'related notes. i ..aft 4tiS \ , Inc. under my direct supervision based on.the parameters provided.byA1oo tosses,. responsibility of the :d based on the lineering Documents) ter of the work. III PE by [Al Roof s as 'Structural is and may be part of the er (i.e., Specialty of professional Anthony T. rd on the TDD only.' The w the TDDs for :view all TDDs and all It C A-1 ROOF TRUSSES A FLORIDA;CORPORATION RE: Job XCAS6512AMBL 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 No. Seal # Truss Name Date 37 A0173732 D04 12/1/17 75 A0173771 HJ5 12/1117 38 A0173733 D05 12/1/17 76 A0173772 HJ6 12/1/17 39 A0173734 D06 12/1/17 77 A0173773 J13 12/1/17 40 A0173735 D07 12/1/17 78 A01173774 J14 12/1/17 41 A0173736 D08 12/1/17 79 A01;73775 J3 12/1/17 42 A0173737 D09 12/1/17 80 A0173776 J3A 12/1117 43 A0173738 D10 12/1/17 81 A0173777 J3B 1211/17 44 A0173739 D11 12/1/17 82 A0173778 J3G 12/1/17 45 A0173740 D12 12/1/17 83 A0173779 J5F 12/1117 46 A0173741 D13G 12/1/17 84 A0173780 J6 12/1/17 47 A0173742 E01G 12/1/17 85 A0173781 J7G 12/1/17 48 A0173743 E02 12/1/17 86 A0173782 HT 12/1/17 49 A0173744 FG1 12/1/17 1 87 IA0173783 K01 12/1117 50 A0173745 FG2 12/1/17 88 A0173784 K02G 12/1117 51 A0173746 FG3 12/1117 89 A0173785 VM02 12/1117 52 A0173747 FG4 12/1/17 90 A0173786 VM03 12/1/17 53 IA0173748 FG5 12/1/17 91 A0173787 VM03A 12/1/17 54 A0173749 FG6 12/1/17 92 A0173788 VM03B 1211/17 55 A0173750 FL01 12/1/17 93 A0173789 VM03C 12/1/17 56 A0173751 FL02 12/1117 94 A0173790 VM04 12/1117 57 A0173752 FL02DS 12/1/17 95 A0173791 VM06 12/1/17 58 A0173753 FL03 12/1/17 96 A0173792 VM08 12/1/17 59 A0173754 FL04 12/1/17 97 STDL01 STD. DETAIL 1211/17 60 A0173755 FL05 1211/17 98 STDL02 STD. DETAIL 1211/17 61 A0173756 FL05DS 12/1/17 99 STDL03 STD. DETAIL 12/1/17' 62 A0173757 FL06 12/1/17 100 STDL04 STD. DETAIL 12/1/17 63 A0173758 FL07 12/1/17 101 STDL65 STD. DETAIL 12/1/17 64 A0173759 FL07A 1211/17 102 STDL66 STD. DETAIL 1211/17 65 A0173760 FL07B 1211/17 103 STDL07 STD. DETAIL 1211/17 66 A0173761 FL07DS 12/1/17 104 STDL08 STD. DETAIL 12/1/17 67 A0173762 FL08 12/1/17 105 STDL09 STD. DETAIL 12/1/17 68 A0173763 FL09 12/1/17 106 STDL10 STD. DETAIL 1211/17 69 A0173764 FL10 12/1/17 107 STDL111 STD. DETAIL 12/1/17 70 A0173765 FL11 1211/17 108 STDL12 STD. DETAIL 12/1/17 71 IA0173766 FL12 12/1/17 109 1 STDL13 STD. DETAIL 12/1/17 72 A0173767 G01 12/1/17 110 STDL14 STD. DETAIL 12/1/17 73 A0173769 HJ3 12/1/17 111 STDL15 STD. DETAIL 12/1117 74 A0173770 HJ3A 12/1/17 112 STDL16 STD. DETAIL 1211/17 Page 2 of,? .,_J L Job Truss Truss Type QtY Ply A0173696 XCAS6512AMBL A01G Flat Girder T- 1 Job Reference (optional) HI Mum ITubb-, rule rirn ec,, � w., , w�y..V•. •.• 1 ;x12$ 224 II A�30 g 16 2017 Print: 8-120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:01 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-SzxgK2waPCZSmhat2PSER3 UIZo22gyK?xw Wg4yBhTW 14 27 28 29 13 30 31 32 33 12 I 11 34 35 4x8 11 7x14 MT20HS= 7x1p MT20HS W= B 2x4 III 0-10 if 4 3x6 = Dead Load DeB. = 13/16 in I I I I 8x12 = �Ik yl C 7 10 36 37 38 9 39 40 41 8 3x4 = 7x14 MUMS= 48 11 LOADING (psf) SPACING- 2-0-0 CS' - I DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.73 10-12 >469 360 TtDL 15.0 Lumber DOL 1.25 BC 6.61 Vert(TL) -1.21 10-12 >283 240 BCLL 0.0 ' Rep Stress Incr NO WB .88 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix- SH L•UMBER- TOP CHORD 2x6 SP No.2 *Except* T1: 2x6 SP 240OF 2-OE BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* Wl: 2x6 SP No.2, W2: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 1 Row at micipt 1-13, 3-13, 5-9, 7-9 F iTek recommends that Stabilizers and required oss bracing be installed during truss erection, in ccordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 2540/Mechanical 8 2476/Mechanical Max Uplift 14 =-1402(LC 4) 8 _-1366(LC 4) Max Grav 14 = 2540(LC 1) 8 = 2476(LC 1) BOT CHORD 14-27=-16�1295,27-28=-163/295, 28-29=-16 /295, 13-29=-163/295, 13-30=-4964/8976, 30-31=-4964/8976, 31-32=49 /8976, 32-33=-4964/8976, 12-33=-49p4/8976, 11-12=-4964/8976, 11-34=-49p4/8976,34-35=-4964/8976, 10-35=-4964/8976, 10-36=-4983/9014, 36-37=-4963/9014, 37-38=-4983/9014, 9-38=4983/9014, 9-39=-160/285, 39-40=-160/285, 40-41=-160/285, 8-41=-160l285 WEBS yl 1-13=-33 1/6067, 2-13=-729/597, 3-13=-30'9/1717,3-12=0/424, 5-10=0/423, 5-9=-3170/1752, 6-9=-725/596. 7-9=-3340/6045 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2343/1371,1-15=-6038/3336, 15-16=-6038/3336, 16-17=-6038/3336, 2-17=-6038/3336, 2-18=-6038/3336, 18-19=-6038/3336, 19-20=-6038/3336, 3-20=-6038/3336, 3-21=-9014/4983, 21-22=-9014/4983, 4-22=-9014/4983, 4-5=9014/4983, 5-23=-6008/3322, 23-24=-6008/3322, 6-24=-6008/3322, 6-25=-6008/3322, 25-26=-6008/3322, 7-26=-6008/3322, 7-8=-2287/1330 BOT CHORD 14-27=-163/295, 27-28=-163/295, 28-29=-163/295, 13-29=-163/295, Continued on page 2 . .. Eaeq.Bene2emKsl}rnln 6e'k;t-r.'RRkS�Elltr'g kBYiaF8D16tGt:G83i(€SF24�� tri!d to tla ph'n sst(enNfu Rr lDD teis nUL;saTsugeA7+rtpetn t: e.,S}eEsEry re;inrx�"„ e.rnl dititinn(aorrrJlu}ttasrrtuai+ra;inDatt, naC+xafs e:�3ke;uluCs raft' tr Entug gest�e:vad(ewMtr. EAb�tspwtoRriD6atfiarxmasalg. foes alda tnlieyGa eln.iuds<vdipe (e-^e3sjetlryu 0+n,�gh di}a�u�td!tL Zel!rss 7ssip;epss. u AJI3t Copyrigtl02016A-1800llsasses•AnthecyLlomboIII, RF, itptadultienel;bisdom NOTES- 1) Wind: SCE 7-10; Vult=170mph (3-second gust) Vasd=13 mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; CAt. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelopg); cantilever left and right exposed ; Lumber DOL=1.2plate grip DOL=1.25 2) Provid adequate drainage to prevent water ponding. 3) All pla es are MT20 plates unless otherwise indicated[ 4) Plateslchecked for a plus or minus 0 degree rotation about its center. 5) Concentrated loads from layout are not present in Load Case(s): #101 1st Moving Load; #201 2nd Moving toad; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; 9601 6th Moving Load; #701 7th Moving Load; #801 8th Moving �oad; #901 9th Moving Load; #1001 10th Moving Load; #1101 11th Moving Load. 6) This tptss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " Thi , 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. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 194 lb FT = 0% 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1402 lb uplift at joint 14 and 1366 lb uplift at joint 8. 10) 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 140 lb up at 1-1-10, 115 lb down and 142 lb up at 3-1-10, 115 lb down and 142 lb up at 5-1-10, 115 lb down and 142 lb up at 7-1-10, 115 lb down and 142 lb up at 9-1-10, 115 lb down and 142 lb up at 11-1-10, 115 lb down and 142 lb up at 13-1-10, 115 lb down and 142 lb up at 15-1-10, 115 lb down and 142 lb up at 17-1-10, 115 lb down and 142 lb up at 19-1-10, 115 lb down and 142 lb up at 21-1-10, 115 lb down and 142 lb up at 23-1-10, and 115 lb down and 142 lb up at 25-1-10, and 115 lb down and 142 lb up at 27-1-10 on top chord, and 74 lb down and 21 lb up at 1-1-10, 72 lb down and 22 lb up at 3-1-10, 72 lb down and 22 lb up at 5-1-10, 72 lb down and 22 lb up at 7-1-10, 72 lb down and 22 lb up at 9-1-10, 72 lb down and 22 lb up at 11-1-10, 72 lb down and 22 lb up at 13-1-10, 72 lb down and 22 lb up at 15-1-10, 72 lb down and 22 lb up at 17-1-10, 72 lb down and 22 lb up at 19-1-10, 72 lb down and 22 lb up at 21-1-10, 72 lb down and 22 lb up at 23-1-10, and 72 Ile down and 22 lb up at 25-1-10, and 72 lb down and 22 lb up at 27-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as 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: 1-7=-70, B-14=-20 Concentrated Loads (lb) kill YaitaP'a*tsdtretn stel spveeilryaspsas::+5'(fn rulyd;xN6rsiaglslrrn iep�ANeekr136ah,ule;F1;. ire.ssgsn:.�pGms.;ztS;uWhrs,wm6wm, Anthony T. Tombo 117, P.E. Haar.era„a.mcrtm;;at�E;;.rny}�adgrtwa;srsrld:eirN,ysan n�r,�vama dwe ,PceP:nrr x.aErt 480083 w,rtwaiq ultel SureltLreecdtmprcil;-.id¢es.til;s+?�ees,Se nqn;a�iaeail,5es#14armsgesr�sr;rn;s 0;set [r�saS:nn U,mrart+ix,ulsss 44515t. Lude Blvd. ;ll.Eiperarta1104.icurevdt:etmnt t:dplrsL Fort Pierce, FL 34946 prohibited shoat lhewrinen peemissinrthtmA-ltnotirnsses-Anihttyl.Tombo tll,P.(i Job Truss Truss Type Qty Ply XCAS6512AMBL A01G Flat Girde� 1 1 A0173696 Job Reference (optional) 1 Roor trusses, Fort Pierce, FL 34946, aesignLaitruss.com I Stun: 8.120 s Aug 16.2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:01 2017 Page 2 I0:amP6bxencrcGzclW 1 dozkBzv95J-SzxgK2waPCZSmhat2PSER3UIZo22gyK?xvdWg4yBhTW LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-59(F) 10=-59(F) 5=-115(F) 6=-115(F) 9=-59(F) 15=-119(F) 16=-115(F) 17=115(F) 18=115(F) 19=-115(F) 20=-115(F) 21=-115(F) 22=-1 15(F) 23=-1 15(F) 24=-1 15(F) 25=-1 15(F) 26=-115(F) 27=-60(F) 28=-59(F) 29=-59(F) 30=-59(F) 32=-59(F) 33=-59(F) 35=-59(F) 36=-59(F) 38=-59(F) 39=-59(F)41=-59(F) Y 9raieg-flmss IhnegYrnska use'11 NOTTIOSSB,�'S.ela')90111RYf6G7YQI11ClSNfiQN�YIreT}SaE961NeYEk1' W. 10fi.1ppm k-d reeluhsuPds loss Cnyr0rsab3onsndtle4tinsl.Dula m;Pf.leferesn SSutldae ru.@Is.4-mrdelmCe sCQ,nh 1hTrtrsaeW*kssWW.1WxtIIOYttad:(Is. inss0er.t Ferfl..1t,frmdryEgmn.+RMlet.TpiP;rgrcnlsma:RAcrdlhrrdessuulerSia:vnQmg�dibh}x3etesilsd�smsB Tm:tel eeEtrNQedT,afalrFl. Tleteugrw.artiss,lee�ermLins. mha:dr Anthony T. Tombo I11, P.E. tetneslLhr.Tussfarsgtsiw:sl ls0e raruslrm 111 dN O,Ea0'.A oAwhd ayednlie Wffiq 0m!F.'m*,.dtddtee YLetlxes110.lT.iidhssdzaliPil. Th eWnsl dill NQl,4.1 eR—I&rn:s, hdefnr kulhg, nnefthnelkliwnlhnnr sedl h&nsplMata 80083 ' nsbafelQ:sipxaa hmsdsr. snedn sdtdu MiCC niterneieesedwsermssdHarNSti(tzpeslSde¢Ifindm;IBQrdfiletlrfr; ettSSa ensdrecetltt�sdd pilexe. 1P'I& fi-q.41&sssWmdnelnss O.W.,hns ksiP6gsteed lrtss6.,adsnrtn,Ness rMvlss7ermatra(san�rsreedgn�.e vtnaeiralPs:nes Inshsd. III rr ws yfait.. is tOree etnrtnmog.4451 St. Lucie Blvd. (epydght�2Q16A-19nafTrossas-Ant6anyT.iambo111,P.E. Rtprodunianolthisdommeat.inany fotm,,isprobiEhadwbhoutthemittenpermissionfromA-I paalTNssas-AnthonyMnmboill;p.6 Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0173697 XCAS6512AMBL A02 Roof Special 1 1 Job Reference o tional Hi Koor trusses, rorc merce, rL a%Uf D, ueseynLa t u uaa.wu r 3x4 = 1 W1 10 5x8 = 14 3x8 = 2 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 tACDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-8 oc bracing. WEBS 1 Row at midpt 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 10 = 1278/Mechanical 6 = 1319/Mechanical Max Horz 10 =-176(LC 9) Max Uplift 10 =-63B(LC 9) 6 =-646(LC 9) Max Grav 10 = 1278(LC 1) 6 = 1319(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -1 0=-234/278, 2-3=-3082/2516, 3-4=-3082/2516, 4-5=-2728/2367, 5-6=-2941/2378 BOT CHORD 10-14=-1966/2559,9-14=-1966/2559, 9-15=-2649/3356,8-15=-2649/3356, 7-8=-2649/3356, 7-16=-2080/2705, 6-16=-2080/2705, 6-17=-2636/2643 WEBS 2-10=-2651/2350,2-9=-3611764, 4-9=-363/548, 4-7=-674/603, 5-7=-149/513 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:02 2017 Page 1 ID:amP6bxencrcGzclWldozkBzv95J-wAVCXNxCAVhJOr93b6_T GlxQCKcP078AaR3MWyBhTV 2n-1n-n 29-6-o , 'x = 3x4 = 3 4 9 158 3x4 = 5x10 MT201-!8= 4xB = 5 7 3x4 = Dead Load DeB. = 1/2 in 4.00112 T 0 Io ah O 16 17 3x6 I 20-10-0 29-" 10-4-2 8-2-0 0-3-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.84 Vert(LL) -0.50 9-10 >686 360 MT20 244/190 BC 6.78 Vert(TL) -0.99 9-10 >349 240 MT20HS 1871143 WB 0.91 Horz(TL) 0.13 6 n/a n/a Matrix- MSH Weight: 128 lb FT = 0% NOTES- 1) Wind: A� CE 7-10; Vult=170mph (3-second gust) Vasd=132rIpph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right a posed ;C-C for members and forces & MWFRS fqqr reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provideladequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates clhecked for a plus or minus 0 degree rotation af(out 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-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 lb uplift at joint 10 and 646 lb uplift at joint 6. 9) This to ss has been designed for a moving concentrIted load of 200.0Ib live located at all mid panels a9d at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD .. &ssaxr•Nems�ssM}mint3r 411PiTEiISS:TjSftlsJ"pKFtltt'ftY18NY.liN7SfnT^HCyTRYiX%K7p'.is6YI91'Mo,fa3}dec".a}�eze,Ysmindedsspttf;nts@e:17e:tt+bjilCC;nlde=atlre!1.IraiaU4rl.Uh!eea54retFQeta sse ls:4s: ei�ssha ttreinSs'[A,n(r ui':etaae:MI'W"Witwitnfit IN rO-rd. Mthony T. Tombo III, P.E. rdnedWslnssramiddognssn;}aniugds'e5.nr.ty Caxa'srd udapednCsitmi gesgm,U6esamdtlelf,'�.e4,eimlttdislar:als si iPl i.lae}prssdddel:Jclev}3csisrd.eT:rn6�s'sny>a'Tsr.s2ser;a9dknwmdSrorry sial.brxssspertrt telri 38B8$ ' ge tarQarte enttfrNnfer.lawl sdarmRe Rgalma}raCas¢!lztk:vesiM w1r4t,"W'.'.5ddp la".rctnee}i(St}r�lYtti4}`,NsalSC:frtesd•.mt�dhtgs:,�st�ilnes lSA^�iaes,Mn;}se iT�esrzd i+ies�thernss gesrg;:r:Irsts getsEsrmuc<imsP.vxfs4?rx,aless 44S15t,122 Blvd. aieraar krnel§}rrr as;nlrTnma�o}!r d:}%n ssheA 2etrssseapFefu,-userto t+€iu}srstPs,ni?i5555legrejuttfdHJie'tQ). 1.'J4rd3 ilel�as:mes!:seedglrW. Fort Pierce, Fl. 34946 Capyrig&t ri' iU16 A-1?�ollresses•Ant6ncyl.lambn111, P.E, ?epsodudionni this domment, inaay [er ,ispmbi6itedritbsul thenritten permissiontrem A-1?oailrosses-Antheayl.lam5ntll; P.E Job Truss Truss Type ' Qty Ply XCAS6512AMBL A03 �R,Speclialof 1 1 A0173698 Job Reference (optional) M-1 E Ensseb, ron riessx, rL 34946, oes[gn(ma f rruss.com Kun: ts.12U s Aug 1 b 2U1I Print: 6.1LU s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:02 2017 Page 1 ID:amP6bxencrcGzcl W 1 dozkBzv95J-wAVCXNxCAVhJOr93b6_T_G1 wkCNOPRs8AaR3MWyBhTV 6-11-2 11-10-14 18-10-0 22-1-12 29-0-0 6-11-2 4-11-11 6-11-2 3-3-12 6-10-5 3x4 = 1 3x6 = 5x6 = Dead Load Defl. = 5116 in 4x6 = 4 annl» 10 14 9 15 8 7 16 17 5x6 = 3x4 3x8 MT20H5= 3x8 = 3x6 = LOADING(psf) SPACING- 2110 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.37 7-9 >930 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL)" -0.70 7-9 >492 240 MT20HS 187/143 BCLU 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.11 6 n/a n/a a, BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 136 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T1: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-5 oc bracing. WEBS 1 Row at midpt 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 1281/Mechanical 6 = 1316/Mechanical Max Horz 10 =-219(LC 9) Max Uplift 10 =-648(LC 9) 6 =-636(LC 9) Max Grav 10 = 1281(LC 1) 6 = 1316(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-222/266, 2-3=-2380/2012, 3-4=-2480/2206, 4-5=-2631/2259, 5-6=-3005/2617 BOT CHORD 10-14=-1412/1983,9-14=-1412/1983, 9-15=-1994/2636, 8-15=-1994/2636, 7-8=-1994/2636, 7-16=-2338/2785, 6.16=-2338/2785, 6-17=-2013/2446 WEBS 2-10=-2159/1929, 2-9=-430/683, 3-9=-435/561, 4-7=-287/499, 5-7=-398/580 NOTE S- i 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extehor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) 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. 1 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 648 lb uplift at joint 10'and 636 lb uplift at joint 6. 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 ttt[mp•Pene�rH,ire!teal:r'klr7GfitgSfB('SEIi?t'pEF&"IAE iEt4ltrgklT'sgbt4Sk@t'€7!a'lh'�gp'�B6Ui5l"hs�a Pnlr dlstCpue�s?nta#sertxastnA:strut[eArorrrrie9ilDE?ndde JtsSant.lcanu1 P1.6MnuSledEffiuenG p4sst s5nxae ncednitiGP,rifp Yi'Es:me;gsrldr sM Ites:dMMICHh�n:dA rG+n :�eigbeuitM:(:Gd1j??�nlf;.^.f trilEl RrtgC[ipti'!t9ic!l�l9kidki p}ki."2idl%ji34nOp�t:riry',AL}Glr]tlELjiA6Y{IEj�3tt3fidl}�SIRIitIJgtSIt,cF{41flEE, ikrb{gtmaps'ar.r pset ;srhb&t; Anthony T. Tombo I1I, P.E. udssrd6ltinnfaterCxl4opn;srrlatdtiapadx J.etr siCraftadmYedt;blade Rx."Jag3es�ryc,u ExEexlxtd Rs:i�:lt atcfrala�d Ec`dvr[o-deaYlHl. IsrepprmddlSeP.Bt,deg5eldrtel Tt°rot, niirt9s�'stshrcEf,e!Id amrx3l,aEmei4¢glaWcnf7sx.i3,;d(t' #80083 ' 7lEtitiEpCW'pe:elrtVnLa,}]K,,151dn}4Rt S±gCddSriktY�taE gadS:aadd4df,tkgrraratCsdCr �AL�J(iOF�'{tErE ifl[Sl SKdEn Ilhl6ndta ga!xlgida:t)i dtER!f}ei(JEUJ%9�Sfad dfltlddl STSf gISiy H, raiig;i'�EbjSlSr�tiiri L.. SQftt£.NiiS[ r:4Es�urNiinei9Jstt6tdxpadqubiidispErdfru±esrdreL;hTsest7tsiptei ss is N514E M'GarEes�p;;,a FesskshnFeSheesdel iafe}A5u7idiuedtf<,cfaeudeEredizlf4l. 4451 Per iBlvd. • Fort Pierce,,FL FL 34946 [opprig6Eai41AA-1Rod lresses-Antle±pl.lnm6oII1,P,E i±ptnduUianoil6isdommentiaany [erm,ispru6i6Ctd.isAoalldemriS:enpermissian6omA-1Pooiiresses-Aal6c¢yl.tac6olg,P.E %.F W 4. Job ype Oly Ply A0173699 �L���TH�ip 1 1 Job Reference (optional) ...T..t. t-a..-•.:,... t...- tares n-, a 44.17-rt9 9n17 P­ Al Moot trusses, rout ruuil , ru ­u, uoaryiil,a,auaa.w,,, F-n-n 11-5 1 18 4x6 = 4.00 12 3x4 11 19 1.5x4 II ID:amP6bxencrcGzclWldozkB: 16-10-0 22-3-15 54-1 5-5-15 4x8 = 3 101 9 20 3x4 � 3x6 = 4x6 = 4 3x4 5 8 21 7 22 3x8 = 1.5x4 II 22-3-15 29 Dead Load Defl. = 5/16 in I o �v a �- 6� 0 23 3x6 = LOADING (psf) SPACING- 2-0-0 CS1. I DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.27 7-8 >999 360 MT20 244/190 -11tDL 15.0 Lumber DOL 1.25 BC Q.74 Vert(TL) -0.47 7-8 >746 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.14 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix- SH Weight: 133 lb FT = 0% 6UMBER- TOP CHORD 2x4 SP M 30 -Except* T2: 2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30 *Except' 2-11=0/258, 2-10=-607/669, B2: 2x4 SP No.2 3-10=-217/'429, 4-8=-239/415, WEBS 2x4 SP No.3 5-8=-741/7 5, 5-7=0/298 WEDGE Left: 2x4 SP No.3 NOTES- BRACING- 1) Unbala ced roof live loads have been considered TOP CHORD for this design. Structural wood sheathing directly applied or 3-3-1 oc 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) purlins. Vasd=132�ph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; BOT CHORD h=30ft; Caf. 11; Exp C; Encl., GCpi=0.18; MWFRS Rigid ceiling directly applied or 3-7-7 oc bracing. (envelope) and C-C Exterior(2) zone; cantilever left MiTek recommends that Stabilizers and required and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate cross bracing be installed during truss erection, in DOL--1.25 accordance with Stabilizer Installation quide. grip 3) Provide adequate drainage to prevent water REACTIONS. (lb/size) 1 = 1290/Mechanical ponding. 4) Plates checked for a plus or minus 0 degree 6 = 1321/Mechanical rotation a out its center. Max Horz 5) This t ss has been designed for a 10.0 psf bottom 1 =-105(LC 13) chord live load nonconcurrent with any other live Max Uplift 1 =-593(LC 8) loads. 6) This truss has been designed for a live load of 6 =-611(LC 9) 20.Opsf on the bottom chord in all areas where a Max Grav rectangle I3-6-0 tall by 2-0-0 wide will fit between the 1 = 1290 LC 1 bottom chord and any other members. 6 = 1321(LC 1) 7) Refer tp girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss bearing plate capable of withstanding 593 lb uplift at FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except . joint 1 and 9) This truss 611 lb uplift at joint 6. has been designed for a moving when shown. concentrated load of200.0lb live located at all mid TOP CHORD panels and at all panel points along the Bottom Chord, 1-2=2968/2644, 2-3=2383/2188, 3-4=-2226/2174, 4-5=-2397/2201, nonconcurrent with any other live loads. 5-6=-3113/2767 BOT CHORD 1-18=-2362/2741, 11-18=-2362/2741, LOAD CASE(S) Standard 11-19=-2362/2741, 10-19=-2362/2741, 9-10=-1748/2214,9-20=-1748/2214, 8-20=-1748/2214,8-21=-2488/2889, 7-21=-2488/2889, 7-22=-2488/2889, 6-22=-2488/2889, 6-23=-2037/2175 WEBS 2-11=0/258, 2-10=-607/669, 3-10=-217/429, 4-8=-239/415, #veg•€knr@xrtana@e'tdt]i71DSU(iElF.i'tfilnst iEt48S0A:fi7sStE51LgP€7!pj,4,rK�Ai�N1ElIt'kta tn3.tttip rruntn¢l tede'..+sa&s;msLst ia3s+ur?iCr,ri8eSt11ee!T.twieL$riUfrem AsetEtrtivSu tsars t`ttpia sk�l wRs7L-0,al! ui':e6 aae;W plsts teutandtu fx l0emit ntii. tsaGastgasi3s kt tau, a,S{tctt�lgine 3e sea;umr76Grtf inresn>iugtassxih adtteJ6hTnnMa.lrldagn:3n;pasa m3@t7ea,@t6.eu's a3eitds;ntar@at l�6nipa,u@e zni@t:lr,@x sehshaader3i eutqu:pen°xtl taraztntyad tshibBast ir�at4�@ef36ale,eHer lfl f.'sietsst7ansrpomt, lta qu.ta:an, s=taE�at 6ttN@s4d lriLsgaL ak;r+l. iuypndd@al:6txiar`xNrad3t'nsL:uifutf�Sl.sRrtT¢,i!@FrnualhmGs,p ikl;l. rtertyu!6r➢r .. Anthony T. Tornbo Ili, P.E. #80083 ' @a!a'Larh;iran otraasfv. l7ntt sttwia@aP.Oatfv. ptr7.sstR{aiftrues4@tSatdapCasrya.SWe'pha-t:si66{etliskdhttladlkl mt Maeehapreil;aleaaErl3aesAr req e,u7pRasesttfies �'@r i�ss0asgtr, first Ptsq fa/maat in:;tEtsrtnn,�fass 4451 St. Lucie Blvd, t:ten(u#rad}pa(acaua$ert tree@nucglp onrtteatihttlti;tansSntltE4piex;: rS 3eh€zol Ruipex,m fua;gilmrrrurrrsten4et%dp, l; up0-Milmstn a t'do KL Fort Pierce, FL 34946 Upydgh0i016A-18ealltnstes-Aniharyl.lembe111,P.L Repredottionotthisdawattaf,inany Isq,isprohi6ited.ilhaal the nrirmpermissioohomA-1loalirrtses•Anthenyi.Iamb life P.L Job Truss Truss Type Qty Ply XCAS6512AMBL A05 Hip 1 1 A0173700 Job Reference (1 tional rtuul 1 FuasUs, run MUltx, rL wavo, uc5ign@ajiruss.com i Run: 8.1zu s Aug 16 2u1 i NnnC 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:04 2017 Page 1 ID:amP6bxencrcGzcl W 1 dozkBzv95J-sYdzy3zTi6xl d9JRjXOx3h6GZ00VtQHRduwARPyBhTT I 6-0-0 13-5-15 a4 10-p 22 4-0 29-0-0 6-0-0 7-6-0 1 4-1 7 6-0 6-8-0 4x6 = 4x6 = d nn r7 18 11 19 10 20 9 8 21 25 22 7 23 26 4x6 = 1.5x4 11 3x4 = 3x8 MT20H5= 1.5x4 11 3x6 = 3x4 = Dead Load Defl. = 3/8 in 0 6 r6 Ira 246 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.93 Vert(LL) 0.30 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.69 7-9 >507 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH Weight: 132 lb FT = 0%, LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* 132: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 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 3-5-7 oc bracing. WEBS 1 Row at midpt 2-10, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 1 = 1292/Mechanical 6 = 1320/Mechanical Max Harz 1 = -121(LC 13) Max Uplift 1 = -577(LC 8) 6 = -594(LC 9) Max Grav 1 = 1292(LC 1) 6 = 1320(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3034/2751, 2-3=-2186/2035, 3-4=2003/2048, 4-5=-2188/2037, 5-6=-3183/2882 BOT CHORD 1-18=-2475/2811, 11-18=-2475/2811, 11-19=-2475/2811, 10-19=-2475/2811, 10-20=-1564/2003, 9-20=-1564/2003, 8-9=-2609/2963, 8-21=-2609/2963, 21-25=-2609/2963, 22-25=2609/2963, 7-22=-2609/2963, 7-23=-2609/2963, 23-26=-2609/2963, 6-26=-2609/2963, BOT CHORD 1-18=L 2475/2811, 11-18=-2475/2811, LOAD CASE(S) 11-19i-2475/2811, 10-19=-2475/2811, Standard 10-20=-1564/2003, 9-20=-1564/2003, 8-9=-2609/2963, 8-21=-2609/2963, 21-25 2609/2963, 22-25=-2609/2963, 7-22=i2609/2963, 7-23=2609/29631 23-267-260912963, 6-26=-2609/2963, 6-24==193512067 WEBS 2-11=0/284, 2-10=932/958, 3-10=-257/384, 4-9=-267/399, 5-9=4071/1098, 5-7=0/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) 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 20.0psf'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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 lb uplift at joint 1 and 594 lb uplift at joint 6. 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. .... .... ....... �dri •Fktsf 4ta•` h±Itzkl"41 tD!itlnS� fUU'E'N�3a4;tt4ktEPMi'igiE Et7T[I7, 1 yaj .a(E i .... ut4iE�'J&:'BQVI{?I'faPd rftlJ/2Ei pLfa33'Fn W1itE{eii±5it�9 �£n4E3flya,taf�l �DE�plf$SildtfPl.?ei>SO[i.P.LT£(nittf ilttl Et(itt fsG i:LESi O'11PDt[kt}taSt TGO, W) ui`t4ttariw}ltft aldkntDtdr&ICYhhn61111f u:Is£phliuel x,�tit?ry npatfASt utietasrlRAnm3te:axu�a:eddtgehuitselwWteeAtP,e;Eus;+' fufatlt4{vdGttudNTtnt igiDelmfutiDis¢,uPs31PiI.'.krpsi}tasysPa .lw's3tixAFuf, trhtft! Anthony T. Tombo III, P.E. sdtud6hfntsitttarSceUap4tEsre;Pluiestrdlk0aat,dtCaetlt tsSetuilt;tNirtL 6x'ivytngm,h5tt�!atx'tliilf,itR{ti dttud dtitrtpsek zdTll. iuePlralddUxPB¢i tar5ddw,ed4t':nst`n'rx+y6a�iaysntel3,akL'raaas:dl,reapileGliht rs7tt..iai:3P at # 80083 ' Etta'dx}Eed�ttrNfitbttb. LT roarsdwta6tl:DtN4tptJvtat}xAs'met9tvh3p,tG4da'?�paanv�(SPPS}liiklkt?Hft!$E':IrtltdtlQnj{iEn!d SnliAT,j9•t$'VtSfltij3l;lYAfttillllfSd$tt;itt Dniit,G531 Phil EiETN[¢Irni9 'i.i4RDT.RItSi v t£1tn i4?Vttfji EltwP.t RfNltjEF bnUul6t d;Eg9lShni±t( T}fitnaD£SiyittPalYIS PP #1 hie5il Is£pa3;,tt Tn3ai{shdF1}fatN dirybeFt?ty, IV (Q!➢:ipIH dS IXS ti l3`ttlq lPN. Fort P St. Lucie 81Yd, Fnr[ Pierce, FL 34946 CDppigllQlDl6A-1tDDtlfassts-Ani6acyl.lem6DIII, P.E.@prDdutt;anei0itdamaent.isany [etta,isptD6i6BedQ6Ca11M169tIGtDptMiS511DiID0SA-It0DtlfaatDS-ADIhDCYLIDD':SDDI,P.E V 4 Truss Truss Type Qty Ply A0173701 FJob S6512AMBL A06 Common 3 1 Job Reference o tional Al Kom t russes, run rsesce, rz- ova u-q--1,o 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:04 2017 Page 1 ID:amP6bxencrcGzclW1 dozkBzv95J-sYdzy3zT16xl d9JRjXOx3h615023tQrRduwARPyBhTT Us — Dead Load Defl. = 3/8 in 4.00 12 3 3x6 1.5x4 4 1.5x4 ii 5 2 r HW1 6 n 22 18 23 10 19 9 8 20 3x4 — 3x6 = 3x4 = 3x6 = 4x6 = 3x8 II 10-4-13 17-11-2 29-0-0 10 4-13 I 7-6-5 11-0-14 Plate Offsets (X Y) [1'0 2 15 Edge] [1'0-00 0 1 71 [3'0-3-0 0-2-41 I LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.83 Vert(LL) -0.36 8-14 ' >972 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.78 8-14 >447 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.11 6 n/a n/a Weight: 123 lb FT = 0% BCDL 10.0 Code FBC2014/TPl2007 Matrix -DASH LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-6-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 6 = 1419/0-8-0 (min.0-1-11) 1 = 1284/Mechanical Max Horz 1 =-149(LC 13) Max Uplift 6 =-703(LC 9) 1 =-571(LC 8) Max Grav 6 = 1419(LC 1) 1 = 1284(LC 1) FORCES. (lb) r Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2884/2724, 2-3=-245612322, 3-4=-2408/2362, 4-5=-2491/2342, 5-6=-2958/2796 BOT CHORD 1-22=-931/1045,1-18=-2375/2676, 18-23=-2375/2676, 10-23=-2375/2676, 10-19=-1446/1867, 9-19=-1446/1867, 8-9=-1446/1867,8-20=-2458/2736, 6-20=-2458/2736,6-21=-1968/2606 WEBS 3-8=-579/707, 5-8=-603/858, 3-10=-521/667, 2-10=-576/796 NOTES- 1) Unbalanged roof live loads have been considered for this desi,ggn. 2) Wind: X 7-10; Vult=170mph (3-second gust) Vasd=132rl ph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,, h=30ft; Cat11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) i land C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS f4 reactions shown; Lumber DOL--1.25 plate grip DOL=1.25 3) Plates c(lecked 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 trIlss has been designed for a live load of 20.Opsf onl 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 t girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 703 lb uplift at joint 6 anc� 571 lb uplift at joint 1. 8) This truss has been designed for a moving concentra(ed load of 200.01b live located at all mid panels an8 at all panel points along the Bottom Chord, nonconcu (rent with any other live loads. LOAD �� �� Nmss;•Nerve„sra�:Jitatlnde'l:i»i1gA5Sa(SEHsA'yEiAsJ)CitKSBIU?Vrq>SlE?tiJ!(r8!R'tA:rX3q:gDfYsKE'Mo, rzsiglaris pmr�izeris:eEenznkn*rtss 6eshci�wmg{ttt;nip;:7a1m,7.':er,»47,tiUfrzas5tenlNna rse. P&a: u�ncu GalmeiT$zslT ui':A:zawJx gYn zlzDNutdMhelO[nbsz'. Ase1•ex:esirzEOenpe,`genrtgE 1a;d,:,4,sllDD,prAt?<.nxlzptnadiez>•rhssndenpnz,tgrz:guI:-9gt ffitpoy6isdglz7nsta+ptulndenDalpi.("I{l.iteop.mpo' f>ksgrc-a.,, ldNJ Anthony T.TOmbo II:, P.E. sdne+t^»tsGsstam,S dapucsrr,Pe:i)iu;id:7.sn,�Caeft Mw.sae;Wade btry3nlgan,Grxse6'1y� Ut,ge'W'at�6�d ki iup:z.e rdifll rieggnsdddel>Iuiar5eNr,)dla in:4 9 tey m"ztSg' �3'�g )ems " hd 80083 ' Se la'tly"esl3.;. nlra)zcxs, ailmis segzAmdePDnldagmtasvxtgnie9sesa`. deEmEiaq bm7n wSsleh fdasznpa{trSPgAGsiJtr [PEalSR'a ea rdertaJfa ge:cel;Nleas.tfl-1Rt¢es#eregxaze?.b:ztNatinSfalassgeir{,se; toss taz;gc F�jm;era{'rtzzY. emnr zvizsz 44515t, Lucie Blvd. trarsrs m a e lermaedrtw e.taaag, eDg nesron t tael:neDeopf:;amneoget �laesa a.a fss;nEem r s W�apn:r g la�aa l;rcct m ra k l plFEl. Fort Pierce, FL 34946 � [ogrig5l�SDi6A-1 RaotTresses-AmEc¢yl.TomLn10, F.E teproduuian altEtis dummant.inaoyicia�ispra6;Ditrd�ilbenu6ewrirea permissi�chum A-1 poolinssas-Amhenrl.leclo lll: p.E Job Truss Truss Type 1 Qty ply XCAS6512AMBL AO7G Roof Special Girder, 1 1 A0173702 Job Reference o tional Al Roof I cusses, Fort Fierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:05 2017 Page 1 ID:amP6bxencrcGzclWldozkBzv95J-KkALAP 5TQ3uFJueHFXAbvfQHQRicliasYgkzryBhTS 4 0 14 7-8 4 14-1-4 21-9-5 28-11-4 30-3-4, 4-0-14 3-7-6 6-5-0 7-8-1 7-1-15 1-4-0 4.00 12 5x6 = 3x8 11 4x10 = 2x4 11 1 5x10 MT20HS= 2x4 11 3x6 = JUS26 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 FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2,W4: 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-6-13 oc bracing. WEBS 1 Row at midpt 3-5. 3-10. 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 2175/0-7-12 (min. 0-1-13) 7 = 1527/0-8-0 (min.0-1-8) Max Horz 7 = -261(LC 5) Max Uplift 14 = -1380(LC 4) 7 = -745(LC 5) Max Grav 14 = 2175(LC 1) 7 = 1527(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2013/1332, 1-18=-3695/1697, 18-19=-3695/1697, 2-19=-3695/1697, 2-20=-3695/1697, 20-21=-3695/1697, 3-21=-3695/1697, 4-5=-376/217, 5-6=-2645/1091, 6-7=-3732/1584 BOT CHORD 13-23=-2445/5892, 12-23=-2445/5892, 12-24=-2369/572i, 24-25=-2369/5721, 11-25=-2369/5721, 10-11=-2369/5721, 10-26=-1634/3484, 9-26=-1634/3484, 9-27=-1631/3491, 7-27=1631/3491, 4x8 = 28-11-4 Dead Load Defl. = 112 in a 1--§ 6 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.99 Vert(LL) 0.3610-12 >946 360 MT20 244/190 BC 0.50 Vert(TL) -0.7410-12 >466 240 MT20HS . 187/143 J'01 WB 0.92 Horz(TL) -0.11 14 n/a n/a Matrix-MSH Weight: 175 lb FT = 0% BOT CHORD 13-23=-2445/5892, 12-23=-2445/5892, 12-24 2369/5721, 24-25=-2369/5721, 11-25=2369/5721, 10-11=-2369/5721, 10-26=-1634/3484, 9-26=-1634/3484, 9-27=1-1631/3491,7-27=-1631/3491, 7-28=-1622/3477 WEBS 1-13='1678/3761,2-13=-520/423, 3-13=724091829,3-12=-47/626, 3-4=-329/230, 5-10=-499/1447, 3-5=-2276/947, 3-10=-3477/1504, 6-10=-'11401708, 6-9=0/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd-132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 14, 1, 4, 5, 6, 11, 13, 2, 12, 10, 9 and 7 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 3 checked for a plus or minus 2 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 ofwithstanding 1380 lb uplift at joint 14 and 745 lb uplift at joint 7. 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. Y 11) Use USP JUS26 (With 10d nails into Girder 8, 10d nails into Truss) or equivalent at 8-3-0 from the left end to connect truss(es) J3G (1 ply 2x6 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) 222 lb down and 368 lb up at 0-2-12, 242 lb down and 263 lb up at 1-0-0, 293 lb down and 277 lb up at 3-0-1, and 93 lb down and 55 lb up at 5-0-1, and 93 lb down and 56 lb up at 7-0-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-70, 4-5=-70, 5-8=-70, 7-14=-20 Concentrated Loads (lb) Vert: 1=-174 18=-228(F) 19=-177(F) 20=-53 21=-56 24=-348(B) tunaf-noun!�rn�!.h!iamsrtmsss(z�su�;s[rnsrtirsetaaomcesturows-wra}euccsre�u[srtnemetrecys�mnetrntns!nr�:rrncenipurc■m;Eag;manrensnrr.rrrtam:ra.t�,s><ns!fm:.�r�!ncx�s:ra!ta,erro.mt ATM d.Pn aldtt:udt,rl,NW,,sl.t.ts,rmsr:s E!!g0:.syearnrtrpa.��.e:!mNvrm;!q�uass®sas se0nrrrae:s�ndergvermgm!saaryr<;netm�rtmemyerm:tq esn!mouir,atnmr.rxesg,�,r sas,i�tt!tusLincm�sa:ry;'. AnthonyT.TomboI11,P.E. ntnld rnsr,n, hr ml uilitsk!n,,,,tnamtg de!o.rn.e,a.,e<!o:nnad"..n:sauq D!'V.,nn:n,srn do: uGn, ixnt rrT rp:nddvs mnnt�ja:u.nda!r,n:ma:t�e�>Qy!rAq!.o�!wuant rn sssa;sene n;1.,iiaard '. 480083 mlrttcyms rscl�rtWar m,s nlhn iCCnl zlawYn:ull teh elrnkrffi 10!el Sah¢Itnxeaal4Utdfi!ktthR MSfU c.,dnn lMsdnilne. le4l tdmesn,,stnLutamnika,sdrel!ns Rpe,UassMph eaatlrtss mrMun; nln: 44515t. Lucle Blvd. n,ramidmetrr,:xoengn!egnsvna4lresrs�aiwnrtrarnssoeawr:rmeE!ssrarn,east:gonna!;nT!a!sstnesosav�atn1s:,itmy.tcarrmo-wmrmna�,!tumk. FortPieree,FL 34946 (opyright07016A-1haffmssas-Arthonyl.TombIII,p.E. tepradudondthisdamme ijaanyform,isprohihitedmishoultbemfienpermissiaafromA-0Aaoffsnssas-AAaayf,famha111,P.E, r Job Truss - Truss Type Qty Ply A0173703 XCAS6512AMBL A08 Common I 1 1 Job Reference o tional .. ...,,,. _ .,...— .,__.. � ..,,, _ *I_.. — —1 *e:r..l, s..a..-c.:,... t.,.. rodeo ne,. a •la•n•na ono vary Al KOoi I nlsses, rorL rierce, rL 0-40, —b1Y1l(✓0 riwaa. 111 4.00 12 46 = 2 3x3 !! —:---,T4 �.. W2 ci 11V1 13 8 5x6 = 9-6-10 0-2 7 5x6 = 3x4 3 1.5x4 G Z--- 4 14 4x4 = Dead Load Defl. = 5/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP T,CLL 20.0 Plate Grip DOL 1.25 TC 079 Vert(LL) -0.44 7-8 >553 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 090 Vert(TL) -0.72 7-8 >342 240 BCLL 0.0 * BCDL 10.0 Rep Stress Incr YES Cade FBC20141TP12007 WB 045 Matrix-IrISH Horz(TL) 0.04 5 n/a n/a Weight: 96 lb FT = 0% ffUMBER- TOP CHORD 2x4 SP No.2 *Except* NOTES- T3: 2x4 SP M 30 1) Unbalanced roof live loads have been considered BOT CHORD 2x4 SP No.2 *Except* for this design. B2: 2x4 SP M 30 2) Wind: A CE 7-10; Vult=170mph (3-second gust) WEBS 2x4 SP No.3 Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; OTHERS 2x2 SP No.3 h=30ft; Cats 11; Exp C; Encl., GCpi=0.18; MWFRS " BRACING- (envelope) and C-C Exterior(2) zone; cantilever left TOP CHORD and right eiposed ;C-C for members and forces & Structural wood sheathing directly applied or 4-3-1 oc MWFRS for reactions shown; Lumber DOL--1.25 plate purlins, except end verticals. grip DOL=1i.25 I BOT CHORD 3) Plates checked for a or minus 0 degree Rigid ceiling directly applied or 6-0-14 oc bracing. rotation about plus its center. WEBS 4) This truss has been designed for a 10.0 psf bottom 1 Row at midpt 2-8 chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection, in 5) * This truss has been designed for a live load of accordance with Stabilizer Installation guide. 20.Opsf on Ithe bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. (lb/size) bottom ch rd and any other members. 8 = 896/Mechanical 6) Refer to girders) for truss to truss connections. 5 = 1040/0-8-0 (min. 0-1-8) 7) Provide mechanical connection (by others) of truss Max Horz to bearing late capable of withstanding 386 lb uplift at 8 =-271(LC 9) joint 8 and 546 lb uplift at joint 5. Max Uplift 8) This truss has been designed for a moving 8 =-386(LC 9) concentrated load of 200.01b live located at all mid 5 =-546(LC 9) panels aniJ at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 8 = 896(LC 1) 5 = 1040(LC 1) LOAD CASE(S) FORCES. (lb) Standar Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1264/1218, 3-4=-1351/1198, 4-5=-1831/1670, 1-8=-214/286 BOT CHORD 8-13=-358/741, 7-13=-358/741, 7-14=-1394/1671,5-14=-1394/1671, 5-15=-1504/2089 WEBS 4-7=-621/890, 2-8=-924/904, 2-7=-578/769 15vaq•flenetrsrd`J,+md5Y8a SIid�i 7tUSWiSktt!t'g6sJfln!'ft4:Er01wt1Afi(!!1CM(!I!EIIS�NOk53EY�'�5n. itrJrdesit pmwd5ltsaseKrtNstaPit iSusinip.n.u;lC4; nd5tisMgi.lodxilatirdrivuilegleha se 0%sidanraa>�Hni+s[9, tt¢ 4i':rd50-wdnrtYn tdla±sHtsfirID6kNter.,i.l:ar�rts:etlya`o;iaeuS.s,Sryigictir*.e tete tglUPrgn�eskasupta'tgr'dekndnpaeelbp;rrya'±54�ta 5esa'fvdht sicylsussi titilad�seet34tzn.ata l0l mca pz essps,tzip nxfirxts,trllarn Anthony T. Tombo 1II, P.E. ad.udl�tirntba.lsEfyufangevsilu.+d8s9esc5,esCa�tdBninlgedntltEzGyr7aya,nGxtsdartx&e:rf,14 Moil d.lyd let.; 80083 ' 3t prisnrtetipan±rdreoachr.t0sats tdedadvP..OaIIfispsates¢fpMsmtss!tuts dzy6atur.'SdcpfaSiszhl}tShptlis}dll pindf9:Ent 5ehlenH(mgnmaliimm,fil"Ed53¢n4e segxa lrm;ittvdlfao-s s'. metn5lpesrsr, Gras Msg [gaw¢{:nr YadsdrSeGulni 44515t. Lucie Blvd. ytn*L•r#loel5}eGe:mfnulgta6rt3kdt+erpaaesnai!li lk:l:ns 7tsi hpr.•:E01Etprela1^40p5,esr,ssi,shmrgiemda)tttlep, „io-ide:medtcsmuldad'a IP6L Fort Pierce, FL 34946 Eo 11102816A-1 loci losses-Ant6c± 1. lomho III, P.E h rodusfion atlhis domaent,io oa"fcvo, s tel!lited.4col l6 whriiii erroistianfi000ki fool Gasses-Am6o± l.loc5o!II, P.E. P)T f Y P f• � P P Y Job Truss Truss Type Qty Ply XCAS6512AMBL A09G Roof Special Girder I A0173704 Job Reference (optional) Al hoot I russes, t-ort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:07 2017 Page 1 1 I D:amP6bxencrcGzclW 1 dozkBzv95J-G715a5?L?l JcUc2OOgZehKkgiD2g4fQtJs9q2kyBhTQ ry-0-1 2-1-7 9-3-6 1.21-9-3 28-11-4 103-41 4 7-7-152-11-5 4114 14 .2 47-2-1 -0 NAILED 44 = Dead Load Defl. = 5/8 in 4.00 12 7xl4 MT20HS= 3x6 11 6 Sx10,MT20HS_ Special NAILED 4 5 5x6 2 7 1 �1 15 a0 26 27 16 28 2930 8 2x4 II 6x6 II NAILED 10x1 9 o .a HJC26 I o N 14 ;13 31 12 1132 33 i0 34 35 3x6 II 12x14 —5x10 MT20HS= 2x4 II 3x8 = NAILED JUS26 9-3-6 2-11-5 1 7-8-4 7-11.4 141-0 21-9-3 2&114 2-11-5 4-8-15 0-0 4-9-13 7-7-15 7-2-1 14.2 Plate Offsets (X,Y)— [2:0-3-8,0-1-1], [2:0-0-15,0-9-13], [2:0-0-8,0-1-7], [3:0-7-0,0-3-12], 14:0-4-0,0-1-8], [6:0-2-0,0-2-8], [7:0-3-0,Edge], [12:0-5-0,Edge], [13:0-4-8,0-1-8], [15:0-5-4,0-5-01 LOADING (psf) SPACING- 2-2-8 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.52 . 14 >667 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.95 15 >364 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight: 191 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x6 SP 240OF 2.OE, T4: 2x4 SP M 31 T5: 2x4 SP M 30 BOT CHORD- 2z6 SP 240OF 2.OE *Except* 132: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W3,W5: 2x6 SP 240OF 2.0E W2: 2x4 SP M 30, W6,W4: 2x6 SP No.2 OTHERS 2x2 SP No.3 WEDGE Left: 2x4 SP No.3. BRACING - TOP CHORD 2-0-0 oc purlins (2-5-1 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 5-6-2 oc bracing. WEBS 1 Row at micipt 5-12, 7-12 REACTIONS. (lb/size) 2 = 2108/0-7-4 (min. 0-1-12) 8 = 1755/0-8-0 (min. 0-1-8) Max Horz 2 = -247(LC 9) Max Uplift 2 = -1148(LC 4) 8 = -919(LC 5) Max Grav 2 = 2108(LC 1) 8 = 1755(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4459/2227, 3-24=-9777/4830, 24-25=-9779/4830, 4-25=-9780/4830, 4-5=-8808/4382, 5-6=-3022/1517, 6-7=-3055/1476, 7-8=-4350/2058 BOT CHORD 2-26=-870/1877, 2-27=-196714195, 16-27=-1967/4195,16-28=-1943/4163, 28-29=-1943/4163, 29-30=1943/4163, 15-30=-1943/4163, 13-31 =-337/69 1, BOT CHORD 2-26=; 870/1877, 2-27=-1967/4195, 16-27=-196714195, 16-28=-1943/4163, 28-29=-1943/4163, 29-30=-1943/4163, 15-30=-1943/4163, 13-31=-337/691, 12-31=-337/691, 11-12=-1809/4076, 11-32=-1809/4076, 32-33=-1809/4076, 10-33=-1809/4076, 10-34=-1806/4087, 8-34=-1806/4087, 8-35=-1796/4072 WEBS 13-15=-417/925, 3-16=-284/231, 3-15=i,2822/5798, 5-12=-5090/2624, 6-12={613/1395,7-12=-13467796, 7-10=0/389, 12-15=-3108/6653, 5-15=1299/2513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water 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 nonconcurrenl with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1148 lb uplift at joint 2 and 919 lb uplift at joint 8. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use USP HJC26 (With 16d nails into Girder & 1 Od nails into Truss) or equivalent at 2-11-11 from the left end to connect truss(es) J3 (1 ply 2x4 SP), HJ3A (1 ply 2x6 SP) to front face of bottom chord. 12) Use USP JUS26 (With 1 Od nails into Girder & 1 Od nails into Truss) or equivalent at 8-3-0 from the left end to connect truss(es) J3G (1 ply 2x6 SP) to,front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 192 lb up at 2-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 16) 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 (pI9 Vert: 1-3=-77, 3-5=-77, 5-6=-77, 6-9=-77, 15-19=-22, 8-14=-22 Concentrated Loads (lb) Vert: 13=-716(F)16=-7(F)24=-11(F)25=-11(F) 28=-12(F) 30=-12(F) tv, t-um,n"„Sutn ne�na:rnmsa stuu; euutuutsuawnassru*outwmwsamtosu:rrmate t mpg nnnernt,a,ne:mneni3,oR: mn o-mrLWhto,rttres'.Sim W. mid. a'2n,wf Polehmsam'leus sudkrsetixlleNgllle sd .AroTmsg:sheh ¢pe,!fe;nyfssiy.rp8:s¢IneryR, rtirzuslsmsrpixaedttr{toh:si,aslegneeiyrng vlitryfartlz huEaelmesntlt iresslefiC.�,e delOPedf,ntnlNl.fit<:I,nasnotaSe,,Ixiarredrins, semii:Ar ArithOnY T. Tornbcs llI, P.E. s:in:dtt,Lnsmmpkiitrf isn, inprtmegd@sUner,ug.aetseMhdegMuneteilt¢igx:un,b3e uAeddhe liLRe IKQllxlui5a:1(�w�. nlikL ise epmdd6efUAuA syfieisnedih rnn, hdet�ts,iGry ilnep,hn,ceuwad Fnnf,SdiieCe rtsfasnllntJ. z80083 grrrttegaesipardl.C�in.11tutnsdMumlUC,dyer,eEirzsniia:t�¢n,lliekugOmpeel5#elrFh,¢,tiali(41)re1G:k:llrltlnlSaAnrtfreceldrpn�ilpilme.l%lisras@,nsinulMnniASesdI6L,ssU:s:¢e,T¢rc �p ,eennmsu:ha¢u,,aen:' 44515t.LucieBlvd. nnxtsstefinedire(.eliaaegedge,4¢m¢g If 0limescIMAIiarnnhes!n67unr is HT fit Gisiggeslr.julL,ss4dm[,pxnefnyVIlw. nl¢rndtrdlnxsmnddm1.T&I. Fort Pierce, FL 34946 (uprrighta 7Qld A-1 Baoffrusses- Anthony L Tamho III, P.L Repreduuim at this document, in anthers, is prohibited xiihounhe mitten permission from A-1 Raeficusses. Amheey 1.TWO Ill, P.F. Job Truss Truss Type Qty PIY A0173705 XCAS6512AMBL A10 Roof Special 1 1 Job Reference (optional) 1 1707 2017 P Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MITek IndllStnes, Inc. WeDec 6 3 4x4 = Dead Load Defl. = 318 in 4.00 F12 4x10 = 1.5x4 II 4x6 — 6 3 4 5 5x6 7 2 1.5x4 qT 1 cl 3 8 I 16 v 26 17 27 2x4 II I 9 9 n 10 , o 4x6 = 7x8 = I n o O 15 14 8 13 12 29 11 30 N 31 3x4 = 8x10 = 3x8 MT20HS= 30 = 3x6 = 4-7-8 7-8 4 7- 410-11-10 14-1� 19-3-3 28-11 4 4-7-8 3-0-12 0- -0 3-0-6 3-1-9 5-2-0 9 8-1 Plate Offsets (X Y)— [2'0-5-4 0-1-12] [3.0-7-0 0-2-8] [5'0-3-0 0-2-4] [6:0-2-0 0-2-8] [7:0-3-0 0-3-4] fl4:0-0-0 0-1-81[16:0-2-4 0-4-121 LOADING(psf) SPACING- 2-2-8 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 084 Vert(LL) 0.36 11-13 >974 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 098 Vert(TL) -0.60 13-14 >575 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0194 Horz(TL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix- MSH Weight: 162 lb FT = 0% ;UMBER - TOP CHORD 2x4 SP M 30 *Except* 11) Graphical purlin representation does not depict the T3: 2x4 SP No.2 *Except* BOT CHOR size or the orientation of the purlin along the top and/or 2-26=-2048%2844, 17-26=-2048/2844, BOT CHORD 2x4 SP M 30 bottom chord. 17-27=-203] /2836, 16-27=-2032/2836, B1: 2x6 SP No.2, B3: 2x4 SP No.3 132: 2x4 SP No.2 4-16=-247/�99, 13-29=-2317/2797, WEBS 2x4 SP No.3 *Except* 12-29=-2317/2797, 11-12=-2317/2797, LOAD CASE(S) W4: 2x4 SP No.2 11-30=-295t5/3226, 9-30=-2955/3226, Standard OTHERS 2x2 SP No.3 9-31=-1800f2484 BRACING- WEBS TOP CHORD 3-16=-1524J1728, 13-16=-2694/3306, 2-0-0 oc purlins (3-3-14 max.) 5-16=-842/1233, 6-13=-971/1051, (Switched from sheeted: Spacing > 2-0-0). 7-13=-901/935, 7-11=-105/406, BOT CHORD 5-13=-1 972� 1 787, 8-11=-468/666 Rigid ceiling directly applied or 3-9-11 oc bracing. Except: NOTES- 10-0-0 oc bracing: 14-16 1) Unbalanced roof live loads have been considered WEBS for this design. 1 Row at midpt 13-16 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132ri ph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; REACTIONS. (lb/size) h=30ft; Cat[ ll; Exp C; Encl., GCpi=0.18; MWFRS 2 = 1536/0-7-4 (min. 0-1-13) (envelope) and C-C Exterior(2) zone; cantilever left 9 = 156010-8-0 (min. 0-1-13) and right exposed ;C-C for members and forces & Max Horz MWFRS for reactions shown; Lumber DOL=1.25 plate 2 =-247(LC 13) grip DOL= .25 Max Uplift 3) Provide odequate drainage to prevent water 2 =-761(LC 8) ponding. 9 =-770(LC 9) 4) All plates are MT20 plates unless otherwise Max Grav indicated. 2 = 1536(LC 1) 5) Plate(s) iat joint(s) 3 and 5 checked for a plus or 9 = 1560(LC 1) minus 4 d gree rotation about its center. 6) Plate(s) at joint(s) 6, 7, 2, 16, 4, 14, 12, 17, 13, 9, FORCES. (lb) 11 and 8 c iecked for a plus or minus 0 degree Max. Comp./Max. Ten. - All forces 250 (lb) or less except rotation about its center. when shown. 7) This truss has been designed for a 10.0 psf bottom TOP CHORD chord live joad nonconcurrent with any other live 2-3=-3074/2651, 3-4=-4359/3872, loads. 4-5=-4310/3843, 5-6=-2202/2213, 8) * This truss has been designed for a live load of 6-7=-2228/2180, 7-8=-2997/2784, 20.Opsf orb the bottom chord in all areas where a 8-9=-3460/3296 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. 2-26=-2048/2844, 17-26=-2048/2844, 9) Provide/ mechanical connection (by others) of truss 17-27=-2032/2836, 16-27=-2032/2836, to bearinglplate capable of withstanding 761 lb uplift at 4-16=-247/299, 13-29=-2317/2797, joint 2 and 770 lb uplift at joint 9. 12-29=-2317/2797, 11-12=-2317/2797, 10) This trpss has been designed for a moving load 200.O1b live located 11-30=-295513226, 9-30=-2955/3226, 9-31=-180012484 concentrated of at all mid panels anti at all panel points along the Bottom Chord, nonconcurrent with any other live loads. Fl*xug-Piro tlerttyllt renew be'Ai ta;i IIOSSBtS.etlsi?,6[fl3N i!Wf 6 ril.'UIIIOeS (asiOY� {fiP3')7,(IIfi08![LRYEFI" tun teriFtle;sppmceEfs¢dreel el'elnaTlfast CmigaOrtria7(ID'uJmf at IEp®rt.Iukt In,tF.IeMnx Slnflehre Iu. Cdnse'!u>:ise ndel w tle Iaa,nit Wrdt lfsgd�sny'etmstq¢i�cfe:looat{,urn tF4l ile trclu n;eory�e5latq teliGieef; uitElEdr WTfi.mmmerpinrssblklzellxRtA!<tdL AltTrns O:s.TE Ee{ems{ie,5ie,th&llebtitle;slnm7i[,r@rtsfislmlcghxtdtlr{fdlssitad nt neefexs?rnsh✓uq teidsj islkt rtgtllieddiddfOnu,datl.ter'slthlmt2gedufie&il6q eesge,nQe ndeddti:pGtlr elgluuigr::psxdtlh lC nlrsludk:IimimhMlfll. Re gpnddfirlabretotfieN.udtle foss; hdefv{hnTEq, Ilagcserfiliu..nlsmas sid hLk ttipeNiiarttd Anthony T. Tombo Elt, P.E. s80083 ' tlt {eilrwr6lfi uRa {Ile�tt. {e MtS idld it neT�Clddt {KCfKtr{plilm dh hU'ZT{ llleltlk .P,sdVd=IFF1<Ptusa, RiJoN i tl W thes a Ih11o; V!e 7f,Tieie WIPhilt"Bilass tEdtltlr Wus - 4451 St. Lucie Blvd. Itlnrivief�dlel;Mrcltpesaquuv�rg llBlptNes lnd::i l6ein;taetet Feyixfek GOitlebUlgbtfl}xrrlrLau s}nm (o I hi02616 A -I AaolTmsses-Aathoo E. Iamb ill, P.E. lie•iodunho otitis dofumeot:ia as hr IF Ali9 Y r Y a4�jA hl�ndlglrlidg:a ¢pldetl tessuels dfinlhi{Ll. sohibiied withoutde wiveo ermissioa from Ad Root5ones- Aothoo LTombo ill, A.E. A Y _ Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply XCAS6512AMBL A11 Hip 1 1 A0173706 Job Reference (optional) Ai Moor Trusses, Fort Pierce, FL 34946, design(a)altruss.com Hun: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:08 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-kJsToROzmLST6mcDyN5tDXH?7dNwp7i1YWuOaAyBhTP r14-12 6-7-8 ,7-11-4, 15-2-13 22-3-5 28-11-4 30-3-4, 1-4-12 6-7-8 1-3-17 7-3-9 7-0-9 6-7-15 1-4-0 4.00 12 4x4 = 3x6 II 4x8 = Dead Load Defl. = 318 in 13 25 26 10 27 28 3x4 = 4x10 = 3x8 MT20HS= 1.5x4 11 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.28 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.58 9-11 >594 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 154 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x6 SP No.2, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-6-11 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 11-14, 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 2 = 1392/0-7-4 (min.0-1-10) 7 = 1411/0-8-0 (min.0-1-11) Max Horz 2 = -215(LC 9) Max Uplift 2 = -697(LC 8) 7 = -758(LC 9) Max Grav 2 = 1392(LC 1) 7 = 1411(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2769/2394, 3-4=-2994/2683, 4-5=-3006/2721, 5-6=-2227/2038, 6-7=-3136/2802 BOT CHORD 2-23=-553/991, 2-24=1819/2557, 14-24=-181912557,4-14=-464/488, 11-26=-248512916, 10-26=-2485/2916, 9-10=-2485/2916, 9-27=-2485/2916, 7-27=-2485/2916, 7-28=-1753/2023 BOT (CHORD 2-23=-553/991, 2-24=-1819/2557, LOAD CASE(S) 14-24=-1819/2557,4-14=-464/488, Standard 11-26=-2485/2916; 10-26=-2485/2916, 9-10=-2485/2916, 9-27=-2485/2916, 7-27=-2485/2916, 7-28=-1753/2023 WEBS 3-14=-682/937, 11-14=-1524/2015, 5-14=-733/1077,6-11=-93911014, 6-9=0/309 NOTES- 1) Unbalanced roof live loads have been considered for thi's design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd =132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip 60L=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 3, 5, 2, 2, 14, 4, 12, 11, 6, 9 and 7 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 10 checked for a plus or minus 5 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 697 lb uplift at joint 2 and 758 lb uplift at joint 7. 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. Henn7-FlnwtLnesllJrerdefie'Ad iCCF ROSSEsjSEflEi`.u[tliflt lnd�641salIIGls NSOtlt"rlif:Y}2(NF:'i+.EOeYEkTlern te»frlffip prax-fM,fednd btn2if Gesf Cn(;e Cwrmyllpjaiihe AnSwrT.6aN N,P.F. ifhieu Sfntlehrewv. Cfkfs Nln�isefMelfamefLU.wiC -, dfrslfweffArgiW,skllkeseatarct<TCCuhN.l. lseTw;smseeEryaext1.e, �euriyftlLxf4. of srJnrsgrCirgfunumft;fyemfd6s(rfiStnJUgu:rfl4Jltlgae:aikntr 5re aeriyslmefUsk rmflgmdwlIPCalr,fanlFlI. IkifsiAf eaeuttn!, ieefmAwd[int,sa�afeq Anthony T. Tombo III, P.E. s wtwefihsLm 6rmy ruEhsisnefnrw,isl�d60nn,le mutt, ealemde}sSnNe&ilGe)Cngee,n9x ue1ea d4fRCdf IC¢Ifatr2l S�IaernhfNfi1: 1leeyy,nol f!Uficnwae%e:iawf rafrm::ma,rmskut�.stnetf.m7fefuanaFm.,s ssiliheen�wwairyet 80083 ' neBeuf�.�Cnipeteri 6'drmn. ACegfssfte,lumlT6C Beare rwfatcewlyrielin elt4EeilSq Gcaesl frrehlSerzf�anrSljreifi�!e11JIP wl5lG e;erelneadtarrnadpirr¢a lPFl a£iwsRe R$wS2iiifitf nlLc6n411NllifiOlLPR,Lem L:gsEy wena tun pnefi3nn,Nms: 4451 St. Lucie Blvd. ertmnf,klalArstwemtsgndgnsv»Fsg lydlira»a lennei. tba rwwmngaCaaaewurataes,mfgoniq,n,wTnfsstaeaFfswer ffwllnwog. auaJndufeixa. of es awned icm�t Fort Pierce, FL 349db Copyright 0 2016 A4 RoorTmsses-Amhooyr.famba ill, P.F. Reproduction of thisdo umem,in my form, is prohibited without -the wrinenpermissian from A -I RoolTmsses-Anthany2. Tamho ill, P.E. w c' Truss Truss Type Qty Ply A0173707 rXCJo AS6512AMBL Al2 Hip 1 1 Job Reference (optional) AT KooT Irusses,rut Lrretca,r� _1-4-19. 4-7-R 7-11-� 8.120 s Aug 16 2017 PrintIndustriesInc. Wed Dec 6 13:17:09 2017 Page : 8.120 s Nov 12 2017 MiTek , 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-DWQs?nl bXfaKkwBPW4c6mlp6eljeYZvAnAex6cyBhTO ~ 4.00 12 2 4x8 = 2x4 II 3 4 Jx4 = 5 4x4 = 6 Yr1IN 14 24 25 15 26 4x6 = 2x4 It 6x10 — 3x8 II 1312 27 11 10x10 = 3x6 = LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress incr YES BCDL 10.0 Code FBC2014/TP12007 �-UMBER- TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1,B3: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP No.2 OTHERS 2x2 SP No.3 WEDGE Left: 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 3-8-4 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 1391/0-7-4 (min.0-1-10) 8 = 1414/0-8-0 (min. 0-1-11) Max Holz 2 =-204(LC 9) Max Uplift 2 =-711(LC 8) 8 =-766(LC 9) Max Grav 2 = 1391(LC 1) 8 = 1414(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2807/2368, 3-4=-3936/3370, 4-5=-3653/3162, 5-6=-2276/2164, 6-7=-2426/2185, 7-8=-3062/2698 BOT CHORD 2-24=-608/1050, 2-25=-181812611, 15-25=-1818/2611, 15-26=-1810/2610, 14-26=-1810/2610,4-14=-246/295, 12-27=-256/437, 11-27=-256/437, 0eriag-FlmrcBmvSllyretlea lYe'A�i in;f nmsa;'s.�:ti rtss3et r!�Us e:oemnem ruse ntTtknr"r;ldastdlkesteie ffirTCCalrtdl. Autrntongk;ia;rcn.:,s;G„tFk;� aeirnerrrs imsWr myltias;Is ne in;n,0liry FTh One, Ls Onn t misduiR'1.. a! Oe k3rq C:siger u! 6ffiearc. Anufrs sdadit 1kIDC n13z IrsCins nl {ttd'nn rl IekC a9mh, idazs tr a rmn m tiled tin R nCrs ty ail i G1ht Imh:l. Ik inn Dalta k;ix„ Is Copyright 02016AdRoolhasns-kthomyLTomb. III, P.E. Reptodudianalibi Dead Load Dell. = 7116 in 3x4 7 N V 8 9 o -o O N 28 10 29 30 1.5x4 II 3x6 = 2-3-5 , 28-11.4 i-0-8 6-7-15 ' CSI. II DEFL. in (loc) Vclefl Ud PLATES GRIP TC O197 Vert(LL) 0.33 13 >999 360 MT20 244/190 BC 082 Vert(TL) -0.75 11-12 >461 240 WB 0184 Horz(TL) 0.14 8 n/a n/a Matrix-MSH Weight: 162 lb FT = 0% BOT CHORD 2-24=-608/1050,2-25=-181812611, 15-25=-181b/2611,15-26=-1810/2610, 14-26=-181b/2610, 4-14=-246/295, 12-27=-2561437, 11-27=-256/437, 11-28=-237 /2838, 10-28=-2375/2838, 10-29=-2375/2838, 8-29=-2375/2838, 8-30=-19091 2182 WEBS 3-14=-1252/1549, 11-14=-2213/2703, 5-14=-332/979, 5-11 =-I 033/90 1, 6-11=-274/446, 7-11=-662/741, NOTES- 1) UnbalanFed roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132r%ph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Ca . II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)land C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) 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 orl 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 bearingl plate capable of withstanding 711 lb uplift at joint 2 and 766 lb uplift at joint 8. 8) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD waktartumW.:,.ntrccrctr�t,t,eTthtttct,is,ca:aypocla�ntitarcrt.rt:tsm:rr.rr>Gram.tattt,tr,i,uaett.nerndmetno.ttlr 50rRrrl)YIAI1(rtI't:tlWtl<F;F:ttlAg(H]OS!IEWh Ltt ik l6igitl Ctsb�tTfO$i{efia�tr9:I6Ped/,(tln lnl.Rh;ipnaaglx,, rmth;mintt,,,tinu.ry Anthony T. Tombo Ill, P.E. urncerexrcu:tamt Cu;ukWltA.FhennddurrC04erfitnnr ilernss; Cttyktluyila;,ut"tirnlhmt;siikaenge,Tgirtr =80083 ltO;dC;FeetyrN ne SbiA errelneexe gr;tnyd gdetxr. TP41 irfines@e ns;es'ume, rclklvstiP�hast0ek,-ea,Tmn Cnq,67ettr(ti (rest OmL;Mm,tdeu : 4451 St. Lucie Blvd. ttdtera;�meattgni�rr,}mu;Cd'crelxm;nenitarceianu- Fort Pierce, FL 34946 probibhei Ofiamthe mfieo permissiaa from A -I Raaf fmsses-Aribony f.Imaha III, P.E. Job Truss Truss Type city Ply XCAS6512AMBL A13G Hip Girded 1 1 A0173708 Job Reference o tional n r Ruur I cusses, run rierCe, rL ayavo, uesign@aliruss.com Run: 8A20 s Aug 16 201 / Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:10 2017 Page 1 ID:amP6bxencrcGzclWldozkBzv95J-hi_ED71 EIyiBL4mb3o7LIyMKTR1CH_dK?gNVe3yBhTN 14-12 2-11-4 7-114 1 134-1 18-11-1 22-3-5 28-11-4 1-4-12 2-11 4 5-0-0 1 5-4-13 5-7-0 34-3 6-7-15 4_nnFi—q- Special 1-3 7-8-4 Dead Load Defl. = 5/16 in 14 '- 31 32 11 " 33 34 35 3x3 II 4x10 = 3x8 MUMS= 3x4 = 1.5x4 11 4x4 — 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 0.77 Vert(LL) 0.38 14 >921 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.75 14 >462 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(TL) 0.14 8 n/a n/a P. BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 154 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B1: 2x6 SP No.2 WEBS 2x4 SP No.3'Except• W3: 2x4 SP No.2 OTHERS 2x2 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-13 oc bracing. Except: 10-0-0 oc bracing: 13-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1226/0-8-0 (min. 0-1-8) 2 = 859/0-7-4 (min.0-1-10) Max Horz 2 = -163(LC 9) Max Uplift 8 = -654(LC 5) 2 = -707(LC 4) Max Grav 8 = 1226(LC 1) 2 = 1376(LC 53) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3289/1353,3-24=-4703/2694, 24-25=-4703/2694, 4-25=-4703/2694, 4-5=-4480/2664, 5-6=-2343/1480, 6-7=-2322/1350, 7-8=-2761/1493 BOTCHORD 2-26=-380/1361,2-27=-1075/3132, 16-27=-1075/3132,16-28=-1072/3167, 28-29=-1072/3167, 29-30=-1072/3167, 15-30=-1072/3167,12-32=-1096/2177, BOT CHORD 2-26=-380/1361,2-27=-1075/3132, 16-27,=-1075/3132,16-28=-1072/3167, 28-29=1072/3167, 29-30=-1072/3167, 15-30=-1072/3167,12-32=-1096/2177, 11-32=1096/2177, 10-11=-1096/2177, 10-33=-1323/2551, 9-33=-1323/2551, 9-34=-1323/2551, 34-35=-1323/2551, 8-35=-1323/2551, 8-36=-1282/2299 WEBS 3-16=285/437, 3-15=-1449/2635, 5-12==858/6356-12=-244/518, 6-10=1146/420: 7-10=-488/357, 7-9=0/257, 12-15=-1252/2316, 5-15=;1220/2777 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.opsf; BCDL=5.Opsf; h=30& Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 654 lb uplift at joint 8 and 707 Ito uplift at joint 2. 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. J 10) Use USP HJC26 (With 16d nails into Girder 8: 10d nails into Truss) or equivalent at 2-11-10 from the left end to connect truss(es) J3A (1 ply 2x4 SP), HJ3 (1 ply 2x6 SP) to back -face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 432 lb down and 392 lb up at 2-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert. 1-3=-70, 3-6=-70, 6-8=-70, 15-21=-20, 13-14=-20, 13-18=-20 Concentrated Loads (lb) Vert: 3=176(B) 16=167(B) 24=70(B) 25=70(B) 28=72(B)30=72(B) ZtBony-fluNrtHfrzdx6e7ala;rROSSES(Sd3jiEr3FElUlffi9s01CSt63ieYjtLT3A(rrPC3E[eYFYlharerdlluipre¢ nrutrcdedsn?r!nnrslpDrtx(IP.,aANeAarl.rukam,rEreen�Sh#teewreisuCEualse�elmtteN,edr RHrks�utlr,yleks s�SlinselfeflIMUI,dd.ss,Tmsgssig hrq=.atlt,5reu,Pt.imex6 nnM,amrtug rzirdsmarg[za,dli,rrrk;sunl nih:,rurr•.:, a:oitq�r itxlm�dme nyle rrm:ly wneloonp,,rlalrFf. n:2rds,nn®imex �r u,lM1ers, uihitat Anthony T. Tornbo 1I1, P.E. ut,edhsTna br miHaass lsa, miusudnid0eann,LkC.uh oalui:d yedun:&ilfeg 0:sgn,ia@e ndeddrie0:,nrlK rdrie!rs!t+:Itiycdzu/1Nl.rle epmol afnel06ut e/fieHmrd9r rnss; l�defiyfneTml, rlayarcfrcd®edhn rrla�'Mnertymuiliyd ?80083 6,VILIeesip-4We,drr.0.1"e'd'rLADDul!Farndmn1vie..dRkudgbapreelS*41had."ImpifiMitFnfSla-6-11xf-dpdN .141ifts1,resrnsUNt.1dfindrhbru ssonrrTnn6!sg,bptvMImsVnrkMu,W. 4451 St. Lucie0083 Yd. re,,m,letgeawctrzemyedynrcn rydlrnnwmars,rn.s6u,txteniscormr!ueaomi�,,nusssrn�ryran ureru�anntrcdc:linernenlm,di:en. Fort Pierce, eci Blvd. (opydghf02016AdFeaFLass:s-Anthony T.Tambolll,p.F. 6epfodur!iandthisdatument,inany Form,isptobibitedwithout %mittenperminionhom4-1Aaof Tosses- Anthony 1.lomhoIII, P.F. III v Job Truss Truss Type Qty PIY A0173709 XCAS6512AMBL B01 G Half Hip Girder 1 1 Job Reference o tional Al Mooi I russes, rorr rierce, rL awavo, aesiynLa i uuss- - -4-0 !: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:10 2017 Page 1 ID:amP6bxenercGzclWldozkBzv95J-hi_ED71 ElyiBL4mb3o7LIyMKZR2RH00K?gNVe3yBhTN Dead Load DeB. = 5116 in 5x10 MT20HS-- ., 1.5x4 11 440 3x3 11 4.00 FI12-2 4 6 ` W 2 n 132 0 21 22 11 3 24 25 10 9 26 27 8 2829 30 7 3x8 = 2x4 11 5x10 MT20HS= 2x4 11 7x8 - = 3x8 = 6-2-0 11-2-15 16-2-1 21-3-0 5-2-0 5-0-15 4-11-3 5-0-15 Plate Offsets (X Y)— T3.0-6-4 0-2-4] [5:0-2-12 0-2-0] [7:Edge 0-4-12] 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 0.83 Vert(LL) 0.48 10-11 >529 360 MT20 244/190 7CDL 15.0 Lumber DOL 1.25 BC 0.135 Vert(TL) -0.52 10-11 >484 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0185 Horz(TL) -0.10 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-t SH Weight: 116 Ib FT = O% EUMBER- TOP CHORD 2x4 SP M 30 *Except* 11) This truss has been designed for a moving T2: 2x4 SP M 31 BOT CHORD concentrated load of 200.01b live located at all mid BOT CHORD 2x6 SP 2400F 2.0E *Except* 2-21=-4168/.4506, 2-22=-4179/4519, panels and at all panel points along the Bottom Chord, B2: 2x6 SP No.2 11-22=-4176/4519, 11-23=-4223/4561, nonconcurrent with any other live loads. WEBS 2x4 SP No.3 *Except* 23-24=-42#/4561, 24-25=-4223/4561, 12) Hanger(s) or other connection device(s) shall be W2: 2x4 SP No.2 10-25= 422314561, 9-10=-3459/3786, provided sufficient to support concentrated load(p) 309 OTHERS 2x2 SP No.3 9-26=-345913786, 26-27=-3459/3786, lb down and 441 lb up at 6-2-0, 90 lb down and 148 lb BRACING- 8-27=-3459%3786, 8-28=-3459/3786, up at 8-2-12, 90 lb down and 148 lb up at 10-2-12, 90 TOP CHORD 28-29=-3459/3786, 29-30=-3459/3786, lb down and 148 lb up at 12-2-12, 90 lb down and 148 Structural wood sheathing directly applied or 2-11-12 oc 7-30=-3459)3786 lb up at 14-2-12, 90 lb down and 148 lb up at 16-2-12 purlins, except end verticals. WEBS and 90 lb down and 148 lb up at 18-2-12, and 90 lb BOT CHORD 3-11=-611/ 67, 3-1 0=-681/81 1, down and 148 lb up at 20-0-12 on top chord, and 290 Rigid ceiling directly applied or 3-8-9 oc bracing. 4-10=-580/ 97, 5-10=-1514/1548, lb down and 490 lb up at 6-2-0, 97 lb down and 166 lb WEBS 5-8=-351/463, 5-7=-396713767 up at 8-2-12, 97 lb down and 166 lb up at 10-2-12, 97 1 Row at midpt 5-7 lb down and 166 lb up at 12-2-12, 97 lb down and 166 NOTES - MiTek recommends that Stabilizers and required lb up at 14-2-12, 97 lb down and 166 lb up at 16-2-12 cross bracing be installed during truss erection, in 1) Unbalanced roof live loads have been considered , and 97 lb down and 166 lb up at 18-2-12, and 97 lb accordance with Stabilizer Installation guide for this design. down and 166 lb up at 20-0-12 on bottom chord. The 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) design/selection of such connection device(s) is the Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; REACTIONS. (lb/size) responsibility of others. 7 = 1h=30ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS the appliedn the LOAD CASE(S) section, loads 2 1833/0-6-0/Mechanical0 (min. = (envelope); cantilever left and right exposed ; Lumber face of th trusss are noted as front (F) or bak (B). Max Horz DOL=1.25 plate grip DOL=1.25 7 = 175(LC 30) 3) Provide adequate drainage to prevent water Max Uplift p ponding. LOAD CASE(S) 7 =-1825(LC 4) 4) All plates are MT20 plates unless otherwise Standard 2 =-1657(LC 4) inin dicated. 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plates c ecked for a plus or minus 0 degree Max Grav aPlate Increase=1.25 its rotation about center. 7 = 1930(LC 1) , Uniform Loads (plf) 6) Concent[ated loads from layout are not present in 2 = 1833(LC 1) Vert: 1-3=-70, 3-6=-70, 2-7=-20 Load Case(s): #101 1st Moving Load; #201 2nd Concentrated Loads (lb) FORCES. (lb) Moving Load; #301 3rd Moving Load; #401 4th Vert: 3=-262(B) 9=-91(B) 11=-287(B) 8=-91(B) Moving Load; #501 5th Moving Load; #601 6th Max. Comp./Max. Ten. -All forces 250 (lb) or less except 5=-83(B) 15=-83(B) 16=-83(B) 17=-83(B) 18=-83(B) Moving Load; #701 7th Moving Load; #801 8th when shown. 19=-83(B) 20=-83(B) 23=-91(B) 25=-91(B) Moving Loiad; #901 9th Moving Load; #1001 10th TOP CHORD 27=-91(B) 28=-91(B) 30=-91(B) Moving Load; #1101 11th Moving Load. 2-3=-4805/4543, 3-15=-5219/4996, 7) This truss has been designed for a 10.0 psf bottom 15-16=-5219/4996, 4-16=-5219/4996, chord live load nonconcurrent with any other live 4-17=-5219/4996, 17-18=-5219/4996, I 5-18=-5219/4996, 6-7=-258/225 loads. 8) * This tri ss has been designed for a live load of BOT CHORD 20.Opsf onithe bottom chord in all areas where a 2-21=-4168/4506, 2-22=-4179/4519, 11-22=-4179/4519, 11-23= 4223/4561, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 23-24=-4223/4561, 24-25=-4223/4561, bottom chord and any other members. 10-25=-422314561, 9-10=-3459/3786, 9) Refer to, girder(s) for truss to truss connections. 9-26=-3459/3786, 26-27=3459/3786, 10) Provide mechanical connection (by others) of truss to bearing 'plate capable of withstanding 1825 lb uplift 8-27=-3459/3786, 8-28=-3459/3786, at joint 7 and 1657 lb uplift at joint 2. Svn}•fleet rsgJymka Av'klt.5nI0S52rSE11Mp NM1flAt iEW1EC64 ti0 t[Si.A{'€`k?alSDwra6GU�' i@.hdrier{vparesds,salrrdvd,ssv@s ion 6esf}vtrniryilp6;@ilEv#rs@r1.Evs5a0,1:,UtrnnSkslkf�rc ase. was r6,ixha sN. ei sgSv iG6,@t; w!,ta@rn}rna:'rkvainGeltae„dots[.,Ls.evEn@a,Eledryu;sesraitiuonpnru:y�,du,rhil„dent:}:r}elrryEanepnldrevpsTr,ie}saaet}yo@tp,�,ifil.:eetn,,nm}�gmrnstrx, z1g, Mai nafMd}>Fn};W zilfl{.iuy}rwddl4et;Oni e¢}SeHstd2t]nsyxiiu}l+.Eap.miga,a!HFzif sihecm}s4v61ehe,xsueaif7Fat Anthony T.TOEnboIli,P.E. #80083 ' 2etdo,}Cvupr.,vlr@du'er.tOt7,lsdv+thReli9@She}rams@{q+keeF1lti9erfltrl}w(0^jflYf�:'lft'NCd1911 .veialrmii7aarr x nt }Ef1,V..ani+mp *a!"OA III!", h0Fb*V Is 01 3it#v egtnrp }4{IILkGf{riPE6SSfrtlPltFf'l@t?D(N}F9^EEjASfl:e,SN-!i'6SSfn3}lek�tp.1it31itSd69ii3fSvPLjee.rldiEQ?kQE8F6eRr@iimnerscnx,esiesi 4451 St. Lucie Blvd, Fort Pierce, FL 34946 Lopy,ijU02916A-1&on}Imsses-AniEceyl.in@6oIII, F1&podoknoiehisdammentinaayLim,isPru6i6ited=it6:au6eafii;enpueissiopfomA-1 Roof buts-biheryl.lorM6:U Job Truss Truss Type Qty Ply XCAS6512AMBL B02 Half Hip 1 1 A0173710 Job Reference o tional ,, _, ovavo, uc, yulwa i uuss.wm nun: 8.120 s Aug i6 20i r Print: 6,1zu s Nov 12 2011 MiTek Industries, Inc. Wed Dec 6 13:17:11 2017 Page 1 ID:amP6bxencrcGzclWldozkBzv95J-9uYcQS2s2Gg2zELodVearAvTVgRwOXaTEU72BVyBhTM -1-4-0 8-2-0 14-8-8 21-3-0 1-4-0 8-2-0 6-6-8 6-6-8 4x8 = 1.5x4 11 Dead Load Defl. = 3/16 in 4x4 = 1.5x4 11 3x8 MUMS= 3x8 = u 4x4 = 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.19 9-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.38 9-13 >658 240 MT20HS 187/143 S BCLL 6.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) -0.04 2 n/a n/a BCDL 10.0 Code FBC2014/TPl2007 Matrix-MSH Weight: 98 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except* T2: 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 pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 922/Mechanical 2 = 1071/0-6-0 (min. 0-1-8) Max Horz 6 = 218(LC 8) Max Uplift 6 = -464(LC 8) 2 = -588(LC 8) Max Grav 6 = 922(LC 1) 2 = 1071(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 855/1480, 3-4=-1 590/1380, 4-5=-1590/1380, 5-6=-858/811 BOT CHORD 2-14=-1971/2129, 2-1 5=-1 189/1675, 9-15=-1189/1675, 9-16=-1186/1683, 8-1 6=-1 186/1683, 7-8=-1186/1683, 7-17=62/308, 6-17=-62/308 WEBS 3-9=0/343, 3-7=-263/137, 4-7=-516/608, 5-7=-1456/1676 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf, h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8A MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All -plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Iftis4russ 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 20.0psf 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464.Ib uplift at joint 6 and 588 lb uplift at joint 2. 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. LOAD CASE(S) Standard �pd't[•F9tMrNtfT.y+FJrinNs)4f'h$[JJr�$S'>j�$EEi�yft[IiAC1Er:4$$C[k�.�[k�8$EC$$l`EAyJT.EI�[CA,['J6:E9$YE,11�p19, tEtd(CtCEf[tiA9t;@f�llt(A9p1 i1 P3t(ft9Cd:I�aZiiarilp['jp,$14tit5!fFr[.ttRM N:r.f,r!(1511n$Qfd[dA1t NL r�K5 ii11itt ASt(N'%?$E6,fflj ?UEAdtcmprpp..'t5 fhi7kA5ditulx lCGuii n�A[Ser;mOf:t�EF[ndnit,getafryrt[nen;edndnffii00rrpeux±ns5lrywdplfiApiSaAdsgitrap[ns[AFt9itei Gi hfltslgdGtSpppTfnii±pidedwptr:6ah,atn trtL iieetS�tAsia:,t[fnexu5,s i,tla; : Anthory T.Tombotlf, P.E. rdned9156n5M5er[atiapttnin;[xfSi±i�0aet5,�Catfls tdmudtpfderCe[xts[JeSq±n,u5t:sd.4edL`t11f,2t'Gt¢id±ptdtea[aR rdlflL r»yprntldWl:lts[tt[`:i±Ite5td3tLtsL'xtaiu[i:do-}„tmt},a�blidxaikers; 54eGh Wfxufs5i4i;d #88Q83 ' atttlf®[[!s"�t.'p[rtfnifpt.[aL'OS Stl6dphlr'ilit[r#rtiSZt56[[n[E'AIlShlx i�,iit�[;afd$d37$dQird�l($Ijj[4EIIf1Ep�E4E$rv{blft(!ffK'BEn[FYIAIiA2 il':+t:RdAff3rLit3'tif5/.{AASd[¢fr:tSf riPSJ�/G rRSAQd41M1 ft$92Et R{tt<f9Yr.'3ri,iNWpSf .: sen5fln bivediptrf r!Apredgnp A14 d1monnIA NholB"IpEetwtrin 001ki W&I rnd[em,w rmsphaht$in. d.? h &I, [Bf4Athd;refan eAd A±la(r€I, 4451 St, Lucie Blvd, ti [oppriq&E (' 2016A-I toot rtessss-Ani&aap l.Tam6oI11, p.E bprodudma 011his datenent, in uayLro,is prohitiled Qhaul the wth;eh ptr6mionbom A -I taairresses-AmDaspl,Tne5n 1ILM Fort Pierce, FL 34946 Job Truss Truss Type Qty A0173711 XCAS6512AMBL B03 Half Hip I 1 �Ply 1 Job Reference (optional) Al iiooT trusses, ron rterce, rL awavo, UUsfynLa i U uaawui 15 4x4 = 8.120 s Aug 16 2011 Print: 8. — s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:11 2017 Page 1 ID:amP6bxencrcGzclW1dozkBzv95J-9uYcQS2s2Gg2zELodVearAvTogOKOS3TEU72BVyBhTM _n 15-M 1 21.3-0 5x6 = 4 4.00 F12 1.5x4 3 16 LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER- TOPCHORD 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 7 = 926/Mechanical 2 = 1067/0-6-0 (min. 0-1-8) Max Horz 7 = 261(LC 8) Max Uplift 7 =-478(LC 8) 2 =-575(LC 8) Max Grav 7 = 926(LC 1) 2 = 1067(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1951/1716, 3-4=-1545/1325, 4-5=-1147/1040, 5-6=-1147/1040, 6-7=-871 /838 BOTCHORD 2-15=-1349/1927, 2-16=-1447/1788, 10-16=1447/1788, 9-10=-923/1437, 9-17=-923/1437, 8-17=-923/1437, 8-18=-107/399, 7-18=-107/399 WEBS 3-10=-443/630, 4-10=-262/460, 4-8=-389/318, 5-8=-443/538, 6-8=-1207/1328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1.5x4 II 5 10 9 17 8 3x4 = 3x4 = 3x8 = 15-8-8 5-6-8 -1-81 CSI. DEFL. in (loc) Udell L/d TIC O.J13 Vert(LL) -0.3310-14 >769 360 BC 0.07 Vert(TL) -0.6610-14 >382 240 WB 0.93 Horz(TL) -0.05 2 n/a n/a 2) Wind: AS¢E 7-10; Vult=170mph (3-second gust) Vasd=132rn ; HVHZ; TCDL=5.Opsf,, BCDL=5.Opsf; h=30ft; Cat. �I; Exp C; Encl., GCpi=0.18; MWFRS (envelope) a(Id C-C Exterior(2) zone; cantilever left and right ex osed ;C-C for members and forces-$ MWFRS for�eactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide a0equate 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 chorI live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on t�e bottom chord in all areas where a rectangle 3-I -0 tall by 2-0-0 wide will fit between the bottom char( and any other members. 7) Refer to pirder(s) for truss to truss connections. 8) Provide e.I cal connection (by others) of truss to bearing �75 ate capable of withstanding 478 lb uplift at joint 7 and lb uplift at joint 2. 9) This truss has been designed for a moving concentrateb load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrgnt with any other live loads. LOAD CA; Standard Dead LOJaxq 12pfI. = 5116 in 6 18 7 3x6 II 21-3-0 5-6-8 PLATES GRIP MT20 244/190 Weight: 105 lb FT = 0% MgAFI•nla5k»FrN'tyej rtll!(nl�l1liA ilUfki{'SkUrf'jEleaet ilk:6tO�'IFkKSIGST':N;'rlrulA'r�'J�,'$f17i51�WiR. rEl7frlttji}i'9Cl4if W�EEEi QdlSpl'a'S:ni46?f7;ERflvg€jG(;!y{'¢kiti'stt!},}ERNIIf,I..tEInFEtf ilfttttlEiBaSk 6wt1: B�EXiSt SIC!! tl�a T'O,aEIr t5'll:rkuaw!>•;ns6srlFnNktie lCrh¢!ifH.lEa[nglsgfEt;r+Eey^.yE,iecxtllFgi ln,4: se�lowlTGOnmlEez:•ppruphxk>fttEaEEhU:ndEgwEfe;ngat:iuYta rxbsfgld6lEn�ETlntE pdedm9l r'+Dgh,reeE�nla. ik<eEs�, nu�pwk:,I> llmeaE:,,k rt-cr Anthony T. Tombo 111, P.E. sdFtldNisira siyalri fdc}Harrl n:ilulrA&lO+ar,wCaxds laSavEiar=.eix�ll Y.v;Tlipa,hixEmilAfde dr,ltD;Mo:trdli:Aar:+Lzdilll. tnyprodaiWnSad lry BlU .lJtt rinta:i eiyi v{.rtuEre, :6lxawallrlE toe&he6llxyve!ds7l st #80033 ' 3a retUepi§.iws mllnatt7clRaaavt sElEsta@/pOg/tulra7us¢Fg k'.nesaihlCnRa7Gsspu S?l fimazhn¢ FpUis1N¢lltlelllU alt rti�.ltEEeltttlIy dnt F7L;SE5lEl:kln:lla.2.a!!ullt�UdftainuGluEr, InsE PlE:gc[lrnnrad?n:sY,agns,alEss 44515t LU4ie Blvd, i1E(Irin lS(CEl Slirr7.'r3ijNlfflF4N(39rll EIIi315tt EthN, illr:sSf �kSi}!!!}klu'ub'01#E lgr3ilg"4'etigi%,ftl'!!f[ttEq'3QENE iI6]he[E9r. SII4r&E:�1EIh 2:aEaih.$91g11N. Fort Pierce, FL 34946 topyflght220t6A-IItedTHISSES-Amhney1.lambaIII, P1 bpradnErmofihisdowmal.inany r:rm,iS I&I'ited.A6edthewfirenPermission ltamA-lpaoiTfusses-Anibasyl.Tomb III: P.E Job Truss Truss Type Qty Ply XCAS6512AMBL B04 Common 4 1 A0173712 Job Reference (optional) Rod s susses, rui s rrers:e, rr- 34946, design@ai iruss.com Run: mizu s Aug 16 2u1 i f rant 8.12u s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:12 2017 Page 1 I D:amP6bxencrcGzclW 1 dozkBzv95J-d56_eo3UpayvbNw_BD9pONRdbEitl3QcT8sbjxyBhTL 1 4-0 7-2-13 10-7-8 14-0-3 21-3-0 1 4-0 7-2-13 3 4-11 3 4-11 7-2-13 4x4 = Dead Load Defl. = 5/16 in 4x4 = 5x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP M 30 *Except` T2: 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. BOTCHORD 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 ouide. REACTIONS. (lb/size) 6 = 955/Mechanical 2, = 1051/0-6-0 (min. 0-1-8) Max Horz 6 = 107(LC 16) Max Uplift 6 = -427(LC 9) 2 = -542(LC 8) Max Grav 6 = 955(LC 1) 2 = 1051(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1882/1785, 3-4=-1460/1387, 4-5=-1460/1387, 5-6=-18B5/1789 BOT CHORD 2-15=-1477/1942, 2-16=-1506/1719, 7-16=-1506/1719,7-17=-1510/1723, 6-17=-1510/1723, 6-18=-1697/2015 WEBS 4-7=-663/736, 5-7=-478/676, 3-7=-475/671 NOTES- 1) Unbalanced roof live loads have been considered for this design. CSI. DEFL. in (loc) I/deft L/d TC 0.99 Vert(I-Q -0.39 7-11 >652 360 BC 0.98 Vert(TL) -0.72 7-11 >356 240 WB 0.28 Horz(TL) -0.07 2 n/a n/a Matrix-MSH 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) 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 427 lb uplift at joint 6 and 542 lb uplift at joint 2. 8) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panel's and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 85 lb FT = 0% -''- - 6vrdtp•flmu�sr�Jp rnhrr&e'tddhr?fat:>('iFUfr°y Clhafl ift436fShTi77ftES1AN{'fi?Et�fCCNp.�i.i.46uFNii'hrm.Tsri(drep,pna.drrsarinedwrmlzs iuss[!dpsC�upilC[,rJlas iFrsm!1.:'ussN,1£Ifnem Sknllefem nx ems o5nrse s�ednSe?GO, ulp ya9,p;vnntm pYss sfs�.dvn:itn(u lGpnit nrd.f;v4rors:ashss E,phen i�.yfpae,Sp?i;serirm„s aedmospiR@rspn,xsmru.atdl4:rahf.gdsgicatrfap;esptti:±tEs to rse'udgaeffxsie;lslstu ispmedmfit?iDsdp.ndw 111 S.tHdcsrpesstrsp5;ns,tm'apax&`�sxs,s leltrt; Anthony T. Tornbo I11, P.E. sfnesllhs incshrapin^srrpmtl3eelttlaC:nr,dsC.nisee5a'nle;;dace kEryixsipm,hrxrxsAake�it,tt 6t¢dtbhsdletivp;eiaitr11. 1zayprud dN.tLOsimpSetfred3,?srs.sfxdupSa1'sp.sumfa,a<.hrvimrlhny s!¢C1 Cxusmm.:3p$ 380083 NE fi¢pM;�nmlfaaccfir-19usssdras6eP.B¢d6aprW.as¢dpaifshmaQekdtwG ss fdsytfiaSszAmiitihpdtis)alhitlmfS.itmrdasudfrt{s nsl tr-1&,an#emrw"l rtmddtlndP.v6 ssled;cu,tun [�iat rvTaesrai'us6amhA+str nless Ilk Mp`aggct St, Lucie e4naiu&?mdipvrnaadrgmdgmhn:l"mptp eSpstmksrtrt it,lsns rnf�Fepuais Adl3f tati�g5,sipr•.mrnnfpden5{ieeerdsap lerdie;, sdhms MCI ddxtdWK4. Blvd. Fort Pierce, 34946 Blvd. 1:n i h1t�151dA-1Raolimsus-Anphaa LTombaill,p.L PITS f b rodudiondibisdammentioas la is r4hibiltd.Bhaol1herrita pearissiortemA-1Roof irusts•Awhes 1,IomballitF.E Ia 11 a Job. Truss Truss Type Qty Ply A0173713 XCAS6512AMBL B05 Common 1 1 Jab Reference (optional) Al rtooT r russes, rort tierce, rL avuvo, oesignraa rtruss.wrn 7-2-13 4.00 F12 14 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 YCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014ITP12007 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. 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 uide. REACTIONS. (lb/size) 1 = 956/0-6-0 (min. 0-1-8) 5 = 956/Mechanical Max Horz 5 = -84(LC 17) Max Uplift 1 =-428(LC 8) 5 =-428(LC 9) Max Grav 1 = 956(LC 1) 5 = 956(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1888/1791, 2-3=-1464/1391, 3-4=-1464/1391, 4-5=-1888/1791 BOT CHORD 1-13=-1729/2019, 1-14=-1553/1725, 6-14=-1553/1725, 6-15=-1553/1725, 5-15=-1553/1725,5-16=-1729/2019 WEBS 3-6=-667/738, 4-6=A78/676, 2-6=-478/676 NOTES- 1) Unbalanced roof live loads have been considered for this design. r: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:13 2017 Page 1 - ID:amP6bxenercGzclWldozkBzv95J-5HfMr846at4mCXVAlwg2wa_ole22UWgmhoc9FNyBhTK -7-8 14-0-3 21-3-0 4x4 = Dead Load Defl. = 5/16 in 3 1.Sx4 1.5x4 4 2 4 5 rn B1 i� 6 15 16 5x8 = 3x6 = 10-7-8 -0) 1 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0. 9 Vert(LL) -0.39 6-9 >650 360 MT20 244/190 BC 0 9 Vert(TL) -0.72 6-9 >355 240 WB 0. 8 Horz(TL) -0.07 1 n/a n/a Matrix- SH Weight: 82 lb FT = 0% 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vas&132mI h; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. l; 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 8t MWFRS for lreactions shown; Lumber DOL=1.25 plate grip DOL=1. 5 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 chorI 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-P-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 pate capable of withstanding 428 lb uplift at joint 1 and 428 lb uplift at joint 5. 8) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and �t all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CAE Standard NFti+¢ •P4ast.srt�y mkrGt'Ad ksTe9Si> fSi!!l"y rS+JtETEtr4rt [gh:ti�li (CfliNi"s'7!0'lh'eBgp'J6YiRi' ra radr feca ¢raax;tsstdretlr�tsu D:s ina PtsiP:ririt¢iIC[; aa3!le:rfMr!i.:'ta»Igit.tefnurt;tetihtua rte l�tssa°u�ei:e Ga23uSaStG,tdr v?t¢te iapYrsth3ktasda6elPCk nMestT'+:sgt &¢ aFt,f¢ E7 to 4tstY�etTGPnatu iaa p xtdtttit treeilsgrzeRf¢;tras.+Cta6ettN¢td[esvJtitntigaMwUtT30ult,s[r)flT. 1 btry+n �ti Lz ¢ . f AnthoayT.Tombo1II,P.E. an+rmtrlttaorra�o;praea:aao�tr,vc.rto •et¢tm a[.e¢.aq�,ur�trn:ear,�waadricr;tts�ma.ruapt,danrTactm¢,nad+,ist uyi=u¢a,�¢:,.aewt�dtarest� ptia¢x St.#88083 ' #elvfq @fqp!¢[ttfl(Af..)l#:tit'JWtlthlr.DaelPB ¢tkt[!1 ¢fgaii:Vtt ^JRBit ItYjfl!9561{'i lblei6't�iB IIS�(t{lit ter}(tttSi:r6[i ttrNUt^¢Ett¢tlG'¢I�ILKII.Ji!•I¢t'dit5�t itirtt il�Rft16I I?'itt'F. (7i T�St B65: t; It%t![RS'6P F8'fsttt@t dinttl rlQflN.ftltti 4451 Lude Blvd, 8ltiRiStd!:rstl6farrt!'S95jNd4rEF a+iiea¢l¢tnralt1RtiNtL iltT!otilt5iprsji¢tYuk.$f GF�eretti¢n%.Ml'trilitiiflTtf{!tlt it Q+¢C.rar. lg¢fnt'�t¢t<.4sNGl$.tt¢4I¢N. Fort Pierce, FL 34M [opyrig¢ifi;+i018 A-1 Rnatirssses-AmA:nyl.lom6aill, P.L bprodatrio0oU6itdnmmenl. is any him, is p�mEibittdr.itEoai 1he.ritien permission fmmA-1 bdlrasses-Anhoyl.lomba III! P.L Job Truss Truss Type qty ply XCAS6512AMBL 606G COMMON GIRDER 1 2 A0173714 Job Reference (optional) i_ , L 34946, uesignkrua t uuss.win Run: 8.120 s Aug 16 201 y Print: 8A20 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:13 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-5HfMr846at4mCXVAlwg2wa_oGe48UOtmhoc9FNyBhTK -1 4-0 5-4-12 10 8-0 15-11-4 21-4-0 1 4-0 5-4-12 5-3 4 5-34 5-4-12 5x6 = Dead Load DeB. = 518 in 4x12= sv'—Vnovvo— I=O mu62b MU62b MUS2[i 4x12— THD26 MUS26 MUS26 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/TPI2007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. REACTIONS. (lb/size) 6 = 5747/0-8-0 (min. 0-2-6) 2 = 4662/0-8-0 (min.0-1-15) Max Horz 6 = 107(LC 8) Max Uplift 6 = -2796(LC 5) 2 = -2490(LC 4) Max Grav 6 = 5747(LC 1) 2 = 4662(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14101/7314,3-4=-13905/7229, 4-5=-1467877236,5-6=-14929/7357 BOTCHORD 2-15=-6807/13304, 2-16=-6818/13325, 16-17=-6818/13325, 9-17=-6818/13325, 9-18=-4305/8735, 18-19=4305/8735, 19-20=4305/8735, 8-20=4305/8735, 8-21=-4305/8735, 7-21=4305/8735, 7-22=-6966/14163, 22-23=-6966/14163, 23-24=-6966/14163,6-24=-6966/14163, 6-25=-6947/14124 WEBS 3-9=-263/394, 4-9=3282/5950, 4-7=-3257/6909,5-7=-451/364 CSI. DEFL. in (loc) I/deft Ud ;TC 0.99 Vert(LL) 0,54 7-9 >476 360 BC 0.85 Vert(TL) -0.96 7-9 >267 240 WB 0.78 Horz(TL) -0.14 2 n/a n/a Matrix-MSH NOTES- 1) 2-'ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vas.=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 5) All, plates are MT20 plates unless otherwise indicated. 6) Plate(s) at joint(s) 6, 2, 8, 9, 3, 7 and 5 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) atjoint(s) 4 checked for a plus or minus 3 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 2796 lb uplift at joint 6 and 2490 lb uplift at joint 2. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Use USP THD26 (With 16d nails into Girder& NA913 nails into Truss) or equivalent at 6-2-12 from the left end to connect truss(es) B01G (1 ply 2x6 SP) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 218 lb FT = 0 13) Use USP MUS26 (With IOd nails into Girder & 1 Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-2-12 from the left end to 17-6-12 to connect truss(es) B02 (1 ply 2x4 SP), B03 (1 ply 2x4 SP), B04 (1 ply 2x4 SP) to front face of bottom chord. 14) Use USP MUS26 (With 1 Od nails into Girder & 1Od nails into Truss) or equivalent at 19-6-12 from the left end to connect truss(es) B05 (1 ply 2x4 SP) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 2-6=-20 Concentrated Loads (lb) Vert:8=-935(F) 17=-1911(F)18=-902(F)19=-906(F) 21=-935(F) 22=-935(F) 23=-935(F) 24=-936(F) Nrvirg Flxse Wneykl;rzrsn Qe71100f TIMS,Slatr! e1e3m I.RYS (Deef00AS NfIOYk'Wiir}1IXk00'lfbiYEki'1wn lestrresyt pmnehscne Pee/xht n9's Lett 2")VU rm;(fR W11,AM.1I.WI. m,Pf. frhrzem f',ef Mm- Celend W. M1d.Ae Re-ulp ILTrknmxUerdtlets'AlktsesixdelOCmkrdt lssinrz0:s. 4peeglu,fim,CSB;lazerxtlatsl naryTU7 tysauss®,mparedQ, psu4uLnlequ;niyrnps:drk.I,.fv SelecipAQe,b;4(mtielm io,QelWutt,ulnirsl. rkeissl(emrapttef.lxihrmscieos,urt:kdR; Anthony T. Tombo Ill, P.E. ,xt rseelC sTmnlurml,iEks; is Qt rt,pusYJq A5t0.sm, Ea Cnn,adsrhrd,}etu Q:MTfgl ena,nfte mCeA Alit OCftelCn/r:t lrsl kx7Ggmdta11111. Lz,nmtlA6e lee,xl eyfieYntAQeims; hesim;kaeToy sloe;t.hsLl:eiiwnd kmz; sill lehrrnenikuiryA 4 80083 ' mrlr�e:sl�xad[rkarz.raeAncenlh eftenlsNeRrzdlptewmltgedx;n Y rin fJa ipuvottnd1 11.114 nlrlM:anAl rtIisssrg01rftt�ta,l0;rO,ngllmcs"eTsssym;t"eeE.1w. nafrurteYmrtnpneAuulfini m1ritl nddn.Tdr;rel❑da41,.ese,nt;rt�vinndftsaar�Tncn: s,Tmsavp ertnnnnYrzm eyrAnc 4451 5t. Lucie Blvd. Copyright D 2016 Ad RoofTmsses- Amhony T.Tombo III, P.L Reprodusfion efthis domment,inonyform, is prohibited Abu the mine, permission from Ad Roof ross:s-AnthonyT. Tombo lll, P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0173715 XCAS6512AMBL B07 Common 3 1 Job Reference o liana) .. —7 eAMT L, I..,����Iriec Inr \Alord n— F 1'i•17.1d in17 Pana Al Koo( i russes, rort rierce, r1- a4v—, ueaiyuL,a ILI111 r 4.00 12 1.5x4�� 3 n 2 18 17 4x4 = ID:amP6bxencrcGzclWldozkBz\ 4x4 = 4 a 5x8 = 1.5x4 i 5 19 i J Dead Load Dea. = 5/16 in L" 4x4 = 7 Ic7 ,a 10-8-0 21-4-0 10 8 0 10-8-0 Plate Offsets (X Y) [2:0 3-6 0 0 2] [6:0-3-6 0-0-2] [8:0-4-0 0-3-01 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 FBC20141TP12007 CSI. TC 0.58 BC 0.98 WB 0.28 Matrix-4.SH DEFL. in (loc) I/deft Ud Vert(LL) -0.39 8-13 >659 360 Vert(TL) -0.70 8-13 >366 240 Horz(TL) -0.07 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 88 lb FT = 0% kUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1053/0-6-0 (min. 0-1-8) 6 = 1053/0-8-0 (min. 0-1-8) Max Horz 6 =-160(LC 13) Max Uplift 2 =-846(LC 8) 6 =-846(LC 9) Max Grav 2 = 1053(LC 1) 6 = 1053(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1884/1782, 3-4=-1462/1386, 4-5=-1462/1386, 5-6=-1884/1783 BOT CHORD 2-17=-1491/1955,2-18=-1503/1721, 8-18=-1503/1721,8-19=-1499/1721, 6-19=-1499/1721,6-20=-1467/1941 WEBS 4-8=-664/741, 5-8=477/674, 3-8=-477/673 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) g, ble end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces MWFRS for reactions shown; Lumber DOL=1.25 p ate grip DOL=1.25 3) Plates checked for a plus or minus 0 degree rotation abot t 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 tfte 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 pate capable of withstanding 846 lb uplift at joint 2 and E 46 lb uplift at joint 6. 7) This truss has been designed for a moving concentrates load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrgnt with any other live loads. LOAD CAE Standard Nmur-Flsu@unye¢rt6rACss'1�1IOCt TIQSSBj'SdOti;QfC9ll I;7NS6L1AtImG7d r�fIQYi76fd'It[¢CgSf➢SilfYrruarerdyAsipp,�sa>hre nirednksutlstnss CesipQrtrht(IDr,md@a dr6mrl. bsM m;PL lrtnmrt Skntetunu-Cul+ss:@xwse sMelm@e1rQ.e+ty W1sie�x@+IWrs sklikesetAx@eiLSLlnd:l AseinssQ:s. Ei[ n{i_,e-RmhB @: srdnmylCCrgremfineaEtmrdnerreh w:ilvihxruyr_Q,xB@rytus3e lrstpdhsu¢e rrtsste'�.dc+@eIDQnlr,+duTFFL ISei+nssm:.nrttts,lrcius ur(eiue, sc�u502f Anthony T.Tombo111,P.E- mlevdnnTmstn sg t.N;Is Rerapm4ftl}dtrtOnn,GCeeetroAknnd rttGn@eW7feCQ-.na,o@ea+ledd$e@C@ri@alsieszvl�ilAqul3ut Rll. rle epmddhe lQQnl mifi:NarCM1ermxvdelvr&+slu; slage,nslrP Omni kun; sidiie�rr:t+esSniryd �i80063 I Ih OniCcga:sigrad GY'r,M. AQeCns¢i rtl is lL•TQC nI@: raRisesnd p'!eimndiffiki i4cyreal Ssh¢hhs¢eticaillSQfelC:tsllr RludS8Ll nnelnn:eetxpand p�idese. TFFl dean@r rtsyns+3isnn nd6CesdlMimsI L-s�„en,Tass Deis.6§ieueelinss6'mhd+rer, oeless 4451 St. Lucie Blvd. e@erAlseded redhetnnaarode;nn nnx; ty 61Pau I TA li,T—Wata3mwisKIMhNgDenp..,TssPom.Nt.. deq W4 tliquis,'d Ins; m n defiedl. rW. Fort Pierce, FL 34446 (apysight'D2016A-IioolTiosses-AutbonyLTambofll,P.F.&epsodudianalibis duumeot,inany form, isprohibitedwithoortbewiCenpermission from A-IRaatimsss-Ael600yL(arlhoill;P.E. Job Truss Truss Type 4ty XCAS6512AMBL C01 G Common Girder 1A0173716 i"�T2Jb Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 613:17:15 2017 ID:amP6bxe ncrcGrol W i dozkBzv95J-1 a n7Ga5M6VKTSrfZsLi W??39nSkKsrHf39R5FN 5x6 11 Dead Load Defl. =1/2 in 5x10 MT20HS= THo26 3x8 II 10x14 MT20HS= MUS26 6x6 = 3x6 II MUS26 3x1a = MUS26 MUS26 MUS26 MUS26 MUS26 -14 Ii�6i61 Iv 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.45 9-10 >594 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.81 9-10 >328 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Horz(TL) 0.20 7 n/a n/a r' BCDL 10.0 Code FBC2014/TPl2007 Matrix-MSH Weight: 239lb FT=0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 OTHERS 2x2 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-12 cc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-4 cc bracing. REACTIONS. (lb/size) 7 = 7390/0-6-0 (min. 0-3-1) 2 = 6067/0-8-0 (min. 0-2-8) Max Horz 2 = 111(LC 8) Max Uplift 7 = -3526(LC 5) 2 = -3124(LC 4) Max Grav 7 = 7390(LC 1) 2 = 6067(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-17662/8863, 3-4=-13008/6412, 4-5=-12994/6400,5-6=-17442/8435, 6-7=-20242/9693 BOTCHORD 2-17=-8359/16692,2-18=-8376/16717, 18-19=-8376/16717, 11-19=-8376/16717, 11-20=-8376/16717, 20-21=-8376/16717, 21-22=-8376/16717, 10-22=-8376/16717, 10-23=-7888/16542, 23-24=-7888/16542, 24-25=-7888/16542, 9-25=-7888/16542, 9-26=-9141/19194,8-26=-9141/19194, B-27=-9141/19194,27-28=-9141/19194, 7-28=-9141/19194,7-29=-9128/19168 WEBS 3-11 =-1 955/3732, 3-10=-5147/2868, 4-10=-3854/7881,5-10=-4931/2344, I WEBS 3-11=-1955/3732, 3-10=-5147/2868, 4-101=-3854/7881, 5-10=-4931/2344, 5-9=-1629/3657, 6-9=-2920/1376, 6-8=-814/1892 NOTES- 1) 2-'ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 cc. i Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been, provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3526 lb uplift at joint 7 and 3124 lb uplift at joint 2. 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 THD26 (With 16d nails into Girder & NA913 nails into Truss) or equivalent at 6-2-12 from the left end to connect truss(es) A01G (1 ply 2x6 SP) to front face of bottom chord. 12) Use USP MUS26 (With 10d nails into Girder & 1 Od nails into Truss) or equivalent spaced at 2-0-0 cc max. starting at 8-2-12 from the left end to 20-2-12 to connect truss(es) A02 (1 ply 2x4 SP), A03 (1 ply 2x4 SP), A04 (1 ply 2x4 SP), A05 (1 ply 2x4 SP), A06 (1 ply 2x4 SP) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-7=-70, 2-7=-20 Concentrated Loads (lb) Vert: 8=-1264(F) 19=-2520(F) 20=-1258(F) 22=-1261(F) 23=-1270(F) 25=-1272(F) 26=-1264(F) 28=-1264(F) au,hp-n:n,n,rzqurm:r.betarar,Frrussars[utr'tsnaanirusstaenincastusrou;�tfrytaledtar�twrrnarnrtteippmn,rtnnrrnane,nay,mncny,mr.mrpoal�sn,a�anrt.n�u:;e.t.r,mn;ess:atdnewtnn,�<ni,<,mnawnereo.nrr fALk—w glens skRkasedfnd<ta0ule Veit lsaTrnsa�,hp�r[te.,SpmVbr Fcpiu.tterslna.�f6argmrnsnarrpecndnrrnknmderShxrlyropmxma3plmTe rryadRe sapleTres: ayieaineeraon�r,nln nit rs:!<syssttsrerc,, lxeuimr4tac, srnsde[ I Anthony T. Tombo III, P.E. VA nedt4cLrss lagki4bpls ne a,pmi7ligdddnn,heRnneralnuedgemu n, rntfup Wstpm,h9enneddnVut,deln na Yw LialSFTfrcprdaulRld. fk epp:ndd6e laenrery PoNmotneinss; ndrrrsplaseTuy naepe,nsn::ea®ni hnsr s4d'hde n<pnsiiartld 80083 ' Ih kilaopa:vparedtlf✓edn. laeen se VdnikraC nl3eprteimedp#l:GaneftaWep Gc,�ealSehrylderseeWi<ISfjpeVfi:kelrfflnlSGA rr:maelrzliwirdpiln:e TPFl efienlM rzgnval�]nndAanenelnna:sr¢s TmsaaipaEaynenliress Vaedrtwn,nless 4451 St. Lucie Blvd. ennrnriefmaprtxnmKreagnnv�trr_ryzi prmninrh:ilktrass oesw[,fiux is roraer,ami D.npxi,nTrsusrnM[,rwm eeg k:tu,p. riapadnw!rz:smndefinorz nu. Fort Pierce, FL 34946 (o ha92Ql6AIAaalLasses•Aatdo LTomho06P.F. Re roduniaaalibisdommear,inan (arm, is rohihitedwhhomhewrinen emission fromA-IRaof runas•Amhoo T.Tamhuill;P.E. PYd9 M P Y, P P Y Job Truss Truss Type -T Qty PIY A0173717 XCAS6512AMBL CO2 Common 9 1 Job Reference o tional AI moor 1ru55e5, ruts rieis.e, -1-4-0 . 7-9-13 4.00 12 1.5x4 3 18 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:16 2017 Page 1 ID:amP6bxencrcGzcl W 1 dozkBzv95J-VsLVTA6_toSK4?EIQ3EIYDcOorgjgtxCOmgpsiyBhTH 4x4 = 4 1.5x4 5 8 5x8 = 19 Dead Load Dell. = 5116 in 6 ,o Io 20 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.37 8-13 >720 360 MT20 244/190 I CDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.68 8-13 >390 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 91 lb FT = 0% EUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins. BOTCHORD Rigid ceiling directly applied or 5-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1091/0-8-0 (min. 0-1-8) 6 = 1091/0-6-6 (min. 0-1-8) Max Horz 2 = -98(LC 17) Max Uplift 2 =-561 (LC 8) 6 =-561 (LC 9) Max Grav 2 = 1091(LC 1) 6 = 1091(LC 1) 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,, h=30ft; Cat. 6; Exp C; Encl., GCpi=0.18; MWFRS (envelope) al�ld C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.�5 3) Plates chocked for a plus or minus 0 degree rotation abo t its center. 4) This truss has been designed for a 10.0 psf bottom chord live IT nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on toe 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 561 lb uplift at joint 2 and 561 lb uplift at joint 6. 7) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CAS FORCES. (lb) Standard Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1945/1829, 3-4=-1518/1442, 4-5=-1518/1442, 5-6=-1945/1829 BOT CHORD 2-17=-1716/2221,2-18=-1534/1773, 8-18=-1 534/1773, 8-19=-1 537/1773, 6-19=-1537/1773, 6-20=-1741/2236. WEBS 3-8=-493/702, 4-8=-754/815, 5-8=-493/702 NOTES- 1) Unbalanced roof live loads have been considered for this design. v¢.nl-nm� a.��gnMw a. i naos tmssa!sr.((r sn3(nws amtoineu(usmuturry:(ecuc;(esuter %�a r¢d@ m:ry.@sn�¢::: �a:,:l �: v�:: t:.:,c.:�t,m�.i�gp�;o.ln: urarr.r� i@: r�. @gym, sswma<e m ¢:iE:, ¢(n.i:.r��lmre� lco,m@ ILTsts c@Itlrs:�k.sdlarltidl4lecdf.AssimsCsx6snea(in,s@smGfF's�Y?:9e:�l:.�p>��@mmsim:c�@ng�dn:@nt::,d::@�n:.y:-@m¢r.rro,a�la�,am<m@�rm:t��xntl:roasd@.ssl�tntnelaipaa¢@:,ss.udn@s„lossc>A¢saa@ ' Anthony T.TomboIll,P.E. cod nsclrxshm Gr¢gt:i�yisns nsiasitla@dM Onrt,�gndssAssrsels;rLnde hn:fldn:ge,atleushd dhi�tle l!(a!(ulea(gc7Ge@edsn[RIL Re epmsldfis(CDQleryficiined8s rins;iN<ligkutsl.si¢ge,hsuf timsci hats sldlhtlem@mu0!@s! =80083 ' M1sWIfo70esigxol6s^sdn.Atlesinssls.Inls:lD0.d9z@ieCimnln�tefreselttelcilSuOepeetlknlrASn:e(rooptiQ@e14.tr!@IlfinlS6.1¢esdnnsldr@��dPidaxs.rolldnestl.ns@ns*a7aanlknssAr�LessU:k�e,uccsoe:�P ase<nRaRrnkanas,nins:; 4451 St. Lucie Blvd. etlnrtssieFr�edlre(a4M:gpdeinU. ns4ss11u'I@:roz: indui lse imsdssu6lMsis F7rfiklltrl Oesl@xynL'msNillug :lla@ndCsd�x¢; ns ss ldiselRlL Fort Pierce, FL 34946 (cpytigdt�7016A-1Aootftnssss-Amhorry1.1ombo111,M Reptoduttiu¢otthisdommunt,in.nyform,isp3@sh¢Epm.¢o!nl lohi4itzdssii6out(humIDenpermissiovfrom AdRuafimssus-ArihooyLlamb lll;P.E. Job Truss Truss Type Qty Ply XCAS6512AMBL CO3 Hip 1 1 A0173718 Job Reference o tional �u-,. -i - r U U.-INUV 14-11 IWIIUK 4x6 4 46 5 Inc. vveo uec o 13:1 t:ib zul y rage i K4? EIQ3EIYDcJtr7mgtcCO mgpsiyBhTH 2-2-0 23-6-0 -0-12 1 4-0 Dead Load Defl. = 3/16 in 3x8 = 3x4 = — — 3x4 = 3x8 = 9-6-0 LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 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 2-10-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 2 = 1091/0-8-0 (min. 0-1-8) 7 = 1091/0-8-0 (min. 0-1-8) Max Horz 2 = 86(LC 12) Max Uplift 2 = -1063(LC 8) 7 = -1063(LC 9) Max Grav 2 = 1091(LC 1) 7 = 1091(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2117/4073, 3-4=-1712/3600, 4-5=-1593/3496, 5-6=-1712/3600, 6-7=-2117/4073 BOT CHORD 2-20=-4508/1951,2-21=-3706/1954, 11-21=-3706/1954, 10-11=-3132/1593, 9-1 0=-3132/1593, 9-22=-3712/1954, 7-22=-3712/1954, 7-23=-4533/1950 WEBS 3-11=-455/702, 4-11=-883/342, 5-9=-883/342, 6-9=455f702 NOTES- 1) Unbalanced roof live loads have been considered for this design. jCSI. DEFL. in (loc) I/deft L/d TC 0.97 Vert(LL) 0.53 9-19 >502 360 BC 0.73 Vert(TL) -0.50 9-19 >533 240 iWB 0.27 Horz(TL) -0.07 7 n/a n/a Matrix-MSH 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces 81 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) atjoint(s) 4, 5, 2, 11, 3, 9, 6 and 7 checked for a. plus or minus 0 degree rotation about its center. 5) Plate(s) at joints) 10 checked for a plus or minus 5 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 1063 lb uplift at joint 2 and 1063 lb uplift at joint 7. 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 PLATES GRIP MT20 244/190 ,7 Weight: 94 lb FT = 0% smug-lcmv@nnlvink.@e•asrurI.KI Uu@�,mnra,iganm.ape;�aanee,nsptllctam:l..l�,raswnllnerelstattrcterinsatrlwsemo.m! RJR ""'Jltlss ski knet@s@elCUk d:1. 4rtTnssOu,�Fs v{e,Jieatly&liat=a@es�nmsplq; sgse;ah®sralmndRarrsh;tiaodns�nryrnpa:Rlhfxr@a levgaAOesblle 7sF;tymx tt @:moelll,nia lni. rmt<s�ffi;,®�aatl:uel ml�uc,wmlc4 1 Anthony T. Tornbo [[I, P.E. nllmcr rn,vmiinmiss@ernlan uryaenu.rn,ma..rtma�aarmnm:l�u Cn�,ba�ndv raruc@rluele�Iwuvqaa .fM4.mannaIat., nnlgeund@amn:@drl-yksehyansa.mt,rrn�ninnrlsskk@nia,rdlrtra Tomb ' Ra 6nlfuiCssign¢l6aoedn. tHesintd NurclCC nl�rndiasnlp ndtkleP,tl6crysenise!slrlderssimal(SQielfi;k!lllAnlSSG csidner�llrpn7d pilre.114l iefiees@aregns*atfies niklies6Lass C:4pn,T¢ss le:ry�EyennilrtssRmhdnn,nhn 083 4451 St. Lucie Blvd. Itllsvisrfefamlliesas@alspa±dgn @ nM. a iidlla1ks Inshad ik inss0esln 6ILun Is biI@s kAl@aCsslpn,nTnnSldea[gh:n nssikri6ay N:Ci�ad Inas m n dfiM ui141. (apyright�lpl6A•IRaofimssls-AethooyLTamhoIll,P.f.Reprodustianalibis dotumeat,inany foam, isprohibitedwhhounhewlitlenPermission from A•1Roof asses-Amhooyf.Tomho06P.E. Fort Pierce, FL 34946 4 4 rr Job Truss Truss Type Qty Ply A0173719 XCAS6512AMBL C04 Hip 1 1 Job Reference (optional) Al Koot irusses, rare!-W[O , rL —.4.1 cmyii�a u:uaa.wu, 1-4-0 8-2-0 1-4-0 8-2-0 5x10 4.00 F12 n 2 �1 19 18 3x8 = 8-1 7-5 4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 31 'Except" T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-7-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1091/0-8-0 (min. 0-1-8) 5 = 1091/0-8-0 (min. 0-1-8) Max Horz 2 = 75(LC 12) Max Uplift 2 =-1074(LC 8) 5 =-1074(LC 9) Max Grav 2 = 1091(LC 1) 5 = 1091(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1916/3826, 3-4=-1741/3771, 4-5=-1916/3826 BOT CHORD 2-18=-4724/2129, 2-19=-3415/1734, 9-19=-3415/1734,8-9=-3452/1741, 7-8=-3452/1741,7-20=-3418/1733, 5-20=-3418/1733,5-21=-4749/2130 WEBS 3-9=-642/261, 4-7=-644/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 3 Zufj: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:17 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-_2vthW7de6aBh9px_ml?5Q9Y7FSLPMoMcQaMO9yBhTG 14-0-0 1 22-2-0 , 23-6-0 , 9 8 3x4 — 3x8 MT20HS= 5x10 MT20HS= 4 7 20 1.5x4 II 5-10-0 CSI. DEFL. in (loc) I/deft Ud TC 0. Ji Vert(LL) 0.40 7-17 >665 360 BC 0.77 Vert(TL) -0.34 7-17 >787 240 WB 0.114 Horz(TL) -0.07 5 n/a n/a Matrix-M)SH 2) Wind: ASOE 7-10; Vult=170mph (3-second gust) Vasd=132mp ; HVHZ; TCDL=S.Opsf; BCDL=5.0psf; h=30ft; Cat. I ; Exp C; Encl., GCpi=0.18; MWFRS (envelope) af�d C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for -members pnd forces & MWFRS for reactions shown; Lumtler DOL=1.25 plate grip DOL=1.25 3) Provide adlequate 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 trus 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 pl to capable of withstanding 1074 lb uplift at joint 2 an�1074 lb uplift at joint 5. 9) This trusslhas been designed for a moving concentrate 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 CASES) Standard Dead Load Defl. = 3/16 in 3x8 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 89 lb FT = 0% vain;-FIsi39in!;llrrer s ti!'YI ITU 11a55n159111 Rlu nus 6Okmtme5 N5Tclat 1'}10[6QG'I➢9[kT1ua ferdr teirykpct�dn,kxe rzdnSsute'sGess ksi;kCnru;INu^)adde Itllnr I. Fesh m,Ft.lelansrmitetae nR Gdess e�aroe:arelkLCe IGa,ed; FLlskeasm4rplehs s'ellse!setWrte IDDIA,rdi. AseFnn Px Fgo-:s{it,e.;eaMfs;ua:,d::slnrryRwl rgrtsms®c,ry2mrdssrFr t:vnil eeStevmFrepmRdry6:hlai;LdLk soy'!?m:teF�Hah!IP�nlr,nlnlFFl. rstrlpn:sarvnLlalkintU.tnx umilCP; Anthony T. Tornbo III, P.E. nt nld[.iTnniw�d�v;isfi:,opki�aluidCeano,As On,i!Ldkorcete;sGnb!is",Fa;G::ge,nleun!ddfi @oltrnita6 ai .teiqud!nI1Fi I. Re!pnnlAGelGOal er fi:N vdfie inn;itd!ln;Fadirtydaas!,usl!fe�kul keu;5ld:tedsngnsiwryA �f 80093 ' Ile re;FnnlSlUnnlnnulFw paxdpidksR iNltdnis@IRS;nG'ai6iesellhlieedlssln5[O!upR,Tmsae:m Fn;teeredlnssVmnann:wltss:- 4451 St. Lucie Blvd. :tle,vin ieGa¢dirt(aam kgcditnnndhdl pr,�nlndni 1prns:omen G;ton is kA[fle sdilln;Utsipn, erLens{dtRa;bkndm;e,�umr. ma;ttdu!s a:srntiadi,dxnu. Fort Pierce, FL 34946 (o i ht 02016 Ad Ioaflussai-Aarhorr LTomho Ill, P.E. Reitodumho ofAii domment, in an form, is inh3ited wifhoutibe ninon emission from A-1 bufftosses- Amhuo LTomha III, P.E. RY<9 Y r Y P� P Y Job uss Truss TypelI Qty Ply XCAS6512AMBL FC05G Hip Girder 1 1 A0173720 o tional Job Reference ussas, run rien:e, rL 34946, aesignLa-nruss.com Run: a.1zu s Aug 16 201 / Pnm: 13.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:17 2017 Page 1 ID:amP6bxencrcGzclWldozkBzv95J- 2vthW7de6aBh9px_ml?5Q9ULFX9PIdMcQaMO9yBhTG 1-4-06-2-0 8-11-11 13-2-5 16-0-0 22-2-0 23-6-0 1 4-0 6-2-0 2-9-11 4-2-9 2-9-11 6-2-0 1 4-0 300 = Special 7x10 MT20HS- NAILED NAILED NAILED 3x4.= NAILED 6x6 = NAILED 3x4 = 3x10 = SKH26R NAILED NAILED NAILED SKH26L 16-0-0 Dead Load Detl. = 318 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 0.99- Vert(LL) 0.57 10 >469 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.56 10 >471 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(TL) 0.12 7 n/a n/a " BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight: 114 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-3 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 = 1902/0-8-0 (min. 0-1-9) 7 = 1902/0-8-0 (min. 0-1-9) Max Horz 2 = -61(LC 5) Max Uplift 2 = -2018(LC 4) 7 = -2018(LC 5) Max Grav 2 = 1902(LC 1) 7 = 1902(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4994/5278, 3-18=-4763/5139, 4-18=-4763/5139, 4-19=-5659/6090, 5-19=-5659/6090, 5-20=-4763/5138, 6-20=-4763/5138, 6-7=-4994/5276 BOT CHORD 2-21=-4921/4670,2-22=-4934/4685, 11-22=-4934/4685, 11-23=-5758/5502, 23-24=-5758/5502, 24-25=-5758/5502, 10-25=-575815502, 10-26=-5738/5502, 26-27=-5738/5502, 27-28=-5738/5502, 9-28=-5738/5502, 9-29=-4876/4685, 7-29=-4876/4685, 7-30=-4865/4670 WEBS 3-11=-1235/1078,4-11=-1012/968, 4-10=-348/302, 5-10=-348/302, WEBS 3-11=-1235/1078,4-11=-1012/968, 4-1 0=-348/302, 5-1 0=-3481302, 5-9=-1012/968, 6-9=-1235/1078 i NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) atjoint(s) 3, 6, 2, 11, 4, 5, 9 and 7 checked for a!plus or minus 0 degree rotation about its center. 6) Plate(s) atjoint(s) 10 checked for a plus or minus 2 degree rotation about its center. 7) Concentrated loads from layout are not present in Load Case(s): #101 1st Moving Load; #201 2nd Moving Load; #301 3rd Moving Load; #401 4th Moving Load; #501 5th Moving Load; #601 6th Moving Load; #701 7th Moving Load; #801 8th Moving Load; #901 9th Moving Load; #1001 1Oth Moving Load; #1101 11th Moving Load; #1201 12th Moving Load; #1301 13th Moving Load. 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 2018 lb uplift at joint-2 and 2018 lb uplift at joint 7. 11) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 12) Use USP SKH26R (With 16d nails into Girder &.. NASD nails into Truss) or equivalent at 6-2-0 from the left end to connect truss(es) HJ5 (1 ply 2x6 SP) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 13) Use USP SKH26L (With 16d nails into Girder 8r NASD nails into Truss) or equivalent at 16-0-0 from the left end to connect truss(es) HJ5 (1 ply 2x6 SP) to back face of bottom chord, skewed 45.0 deg.to the left , sloping 0.0 deg. down. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-1 Od (0.148"0") or 3-12d (0.148"0.25") toe -nails per NDS guidlines. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 292 lb up at 6-2-0, and 207 lb down and 292 lb up at 16-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 17) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 ,.Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 6-8=-70, 2-7=-20 Concentrated Loads (lb) Vert: 3=-179(B) 6=-179(B) 10=-91(B) 11=-196(B) 4=-83(B) 5=-83(B) 9=-1 96(B) 18=-83(B) 19=-83(B) 20=-83(B) 23=-91 (B) 25=-91 (B) 26=-91 (B) 28=-91(B) Renhp-FleseMmpllprnkrtie7l too[TIIISB(SF,1a'; 6[r91t Imi& oulum cosTCYrrUi7 IfficKIN1111irf .IrrLpinippm,slus nEredw4sn!is frtnCaips6rzrmp(IDwjm!@a tEl4nrl.foek lC;rf.IdcTaa SieNflelore ru. 0dsssa'Enaise rttela&e tGC,"It pLTsts ft,itirs s'xCI,1Wfor NMkteYet ASaR.1C..%hp®?d(u,SltmbyIIIIIa@!W ISMt l6; tgrzseds®rcMr.,d@rpnk:9ailegnresogr_�pa@try11r@e leupdmr Wilt lgmtceoel¢)edt,W.Ift. tvtrilnn=Ifto.uatigoedts,"Way ', Anthony T. Tombo lII, P.E. nlnedtt;imslurmleiF§rt is@r,esins3lpidhOnn,aeC.eds oasuued rtedn@er"tlapDe:rger,u@e udedd@eRC@e lHal ra�ISH?tiMmhnlm�l.IleeppnddGrlDOdat fieRnr e'.Berms; IedeEvpMeTup, ssxMe,rtssiltrtiusmi kesar sldl Yerenspnsieaatd =80083 ' @err.IferOsigera!!•3ean- 1CedessaMUMIDC ulrmpcs ial p44—d@eki1ni(.Fsal5¢hgldersdiwltSQpd6.t�7rt MISS .I xerAeerel4rFrd Pik... lnlidnn@treMn�t@endhfind fthoss Csps,Tnnhsi�Egseennrtstdnrfi3nu, wlm� g451 St. Lucie Blvd. r@eralss fefaedr,r;aea�egndgnle snrGxYrmlpsNe,wend.IhT=Nsip uraai3Or@es,RiM ordpas,erLrs; spdexhp9sa o1nrl'eilFlup, dll ¢ptldesllera;mndeSn/ssR41. Fort Pierce, St. Luci Blvd. (a i ht�P41dAIraalhossa-Anihoa T. Tomba Ill, P.E. Re odudion aithis document, in any fos ti prr9 Y p y m,isprohibitedwichauttha wsiRenpesmissien Item A34946 d iadlrusses-Aathooyi.lom:alll; P.E. Job Truss Truss Type Qty Ply A0173721 XCAS6512AMBL CA CORNER JACK 10 1 Jab Reference (optional) H I MOOT I rUSSBS, rOR r—IUIS-, re_ o fa , emyuVa LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 201/0-8-0 (min. 0-1-8) 4 = -27/Mechanical Max Horz 2 = 63(LC 8) Max Uplift 2 =-218(LC 8) 4 = -27(LC 1) Max Grav 2 = 201(LC 1) 4 = 63(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1.25 plate grip DOL=1.25 2) 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. 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:18 2017 Page 1 ID:amP6bxencrcGzclWldozkBzv95J-SFTFus8FPQi2JIN8XTGEdehpuf ?8rHVr4JwwbyBhTF 4.00 F12 2 T1 3 Q 4 0 Qo 3x4 = r 0-11-11 0-11-11 J CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TC 0. 9 Vert(LL) 0.00 6 >999 360 MT20 244/190 BC 0.04 Vert(TL) 0.00 6 >999 240 WB 0.00 Horz(TL) 0.00 4 n/a n/a Matrix-M� Weight: 6 lb FT = 0% 6) Provide m chanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 2 and 27 lb uplift at joint 4. LOAD CASI Standard VeNes-Fl:vu nenmllynn�ne'ld lOgE naSSIs(Y8II` 6ERgll FIQSA(aAlllaCAS(JS7nY{"tUtEt71(Il&05iE06YfMf lwn ILTIk .as, plehs 'Idl h wd In thTOIII, ust As ITnfsas-him.(LI,5pmt7kpne!r`eAe!xlnmy TFrgnfats 6.glm.dtie{rdesindecpn!!ruyre!rs:ndhtnne lvdlluipP ce!n! dted % .Ni r-Delp T..b pg.1Iss16.1T.(uk igrf. I&—55c!Ietwen+ Cdcaad[nise!nte{u Ce 1CP,edp -. hag. d s4snp@ Tds lergda nePlDWf,uin&I, rn lr,„M—Pt lxd¢i mdMIT,f Ms"y . Anthony T. Tombo III, P.E. II! MIT Its nns W my 11 111 IT d1111aIpddamn,III dWuts eAlmnl menunarnT&mae!;pn,une ndeddnjlr 6ei&.11.bw Sxlfm,d!.1I1.14 e9-10seta3c1.1Wfu9oeuen:iderykdT4nnep,ufhrtieu4 L-1 slat 1,th ripm(Nild: to kr�ad inl is5cafte rtsrnu*alen ulhtiefdne Lassge!ipa,Titf!�!1{r id eMTRei �LEdi�rlfl�niti5: ?80083 ' Ih rrnreggesiperead 6ahedn. saedn sel rd'n na ID6nl�pndidul pieernu elt{eteilA:g(acpenikhhldnnetioallf$taid6:fxllp enerckelet.slpA(oen�ryndepsm nP,xgly ril plNes lndeet lha rnnaeAptekheel is 6_Tne trllimaefllm,nLass tdea nlSl(A re nlnnni pilme. Nppn demsrynkq. tnnyl�o-ellnxsmnldudlsttn. 4451 St. Lucie Blvd. Fort Pierre, FL 34946 (opyright07616A411aaf assas-AnthenyL Tamho III, P.F. iepsodaein of this donomeal, inny Mrm,is plohidited whhoul The minenpembdeahom 4-I Aao(Trassas- Authooy I. TWO III, P.E. Job Truss Truss Type', Q ty Ply XCAS6512AMBL CAA Comer J'ack 2 1 A0173722 Jab Reference o tienal Run: 8.120 s Aug 18 201 i font: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:18 2017 Page 1 ID:amP6bxencrcGzcl W 1 dozkBzv95J-SFTFus8FPQi2JIN8XTGEdehmRfwP8rHVr4JwwbyBhTF -14-12 0-10-15 14-12 0-10-15 rOP AND BOTTOM CHORDS WITH LSTA12 4 0-10-15 0-10-15 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 0.45 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a Y BCDL 10.0 Code FBC2014/fP12007 Matrix -MR Weight: 7 lb FT" 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc puriins, 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) 3 = 128/Mechanical 4 = 46/Mechanical Max Harz 3 =-301(LC 8) 4 = 367(LC 8) Max Uplift 3 =-137(LC 8) 4 = -61(LC 8) Max Grav 3 = 128(LC 1) 4 = 46(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-626/300 BOT CHORD 4-5=-277/685 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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) *lThis truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 3 and 61 lb uplift at joint 4. 7) Non Standard bearing condition. Review required. LOAD CASE(S) Standard 9i�iq-Flnu9mepllrr¢ter5!7 ua4, ndL3f5(ufi"yn[83u I3456L7AQInaaS(gfi0nrtafd•Ji(Cr;ti((n6YiY1•Grn lnSptuippm�!na,d¢Nm'n¢hdttr¢,e!!IpN[rm{�10^u}m�dU!kri¢r1.ruMC�,P.F-i!!et¢ask!ttdae ¢+. L'd z-ju sd!tm R!tCo.mp ILTsisaaffi,{id!s salt l!rsedWne igltate tdi DsaLus O:s¢Gs�s@46RsstyGli>w4 tlessloe{iD9ayrt;¢Is®ragmaasMp¢.t:maauyv:xupr!!ymflaq(xfl<t!uga!im!sny4 Tm:e!7w�ar A�Tooury.e,tatnL tkh:y�nnsry¢sa!sui¢eeesx uadw7 Anthony T. Tombo II1, P.E. ¢t ¢!dCasTins(arm{l rp[sae�n{¢si>:fppsf6!Unn,na fl�xisf,@,m!3rarEn G!kil0ap0¢gs,t+na¢Aeddha OLflaf6¢rrm bsia,iUi,yWz¢Itnl.rk!!pnnlC6!NO¢irryfi!Il.udfltrmthdeEu3FneT�ila!p!,hst!f tianlF!eq sMii!na n!{miuirtpd ?80083 6rB lfuyPlsigsal (szeala. IQesin sd,d'u F1:TOC nlnap,w'rcr,!Nrre:InrsdiktedfgteaprenlStegNdns!Ipalt(Sgp,lffallpR; nisTU ceidtwede,-i.1l,c!.iNleefittsfle,esi¢s:*dfin nikfi!sdB: rins0.sps,Tm:, a::ry,(y n¢e!nnss�!.naan,a�!:,. 4451 St. Lucie Blvd. Maa»Ts>ieGxxlerr(anm,pedryuG nflra 1polpa:nes lmshsl ih Gass Pesln[¢phx,is r8rflr ruillep g¢I{tt,,«Lass6{slaa hpa>ei afrgM711Gg 91 tt{adeel leans rtrmd�¢I�Irn. . (oppigbi D 2016 Al Raat Sussas-AnthooyHamba lil, p.L Reprodooian al this domment. in anp firm, is prohibited;eiihewhe wirteo permissioofrom A -I RwfTiasses - An boyL lamb M, P.E. Fort Pierce, FL 34946 f i 111 Truss Truss Type Oly A01737233 rXCASob 6512AMBL CAB Comer Jack 2 �Pfy 1 Job Reference o tional Al KOOT 1 russes, con rlerce, rs- 04C40, UCSeyleL,tl neU--II S.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Indust- es, Inc. Wed Dec 6 13:17:19 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-wR1 e6B8tAjgvxSyK5BnTArEyf3K?tlXe4k3TT1 yBhTE 12 0-10-15 , 4.00 12 3 2 v T1 0 o r; B1 3x8 11 5 4 0-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.4� Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M� Weight: 6 lb FT = O% 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 0-10-15 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 5 = 252/0-1-8 (min. 0-1-8) 3 = -54/Mechanical 4 = -22/Mechanical Max Horz 5 = 65(LC 8) Max Uplift 5 =-259(LC 8) 3 = -54(LC 1) 4 = -22(LC 1) Max Grav 5 = 252(LC 1) 3 = 69(LC 8) 4 = 25(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-215/444 4)' This to 20.Opsf on rectangle bottom chc 5) Refer to 6) Provide to bearing 7) Provide to bearing joint 5, 541 LOAD CA Standard has been designed for a live load of bottom chord in all areas where a 1 tall by 2-0-0 wide will fit between the Ind any other members. ier(s) for truss to truss connections. :hanical connection (by others) of truss e atjoint(s) 5. :hanical connection (by others) of truss e capable of withstanding 259 lb uplift at 31ift at joint 3 and 22 lb uplift at joint 4. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. Bahr-FlensNm>J•Iyrt�er 5e'A 11a9SnmSn;sc!o,5[r3ll1!111S6L7#OnAY�NneY'14TYJillt6ifi,[Oe'Yf#1'hra ler@tt �ppa+c�Ms ut resl SsntisrnttCs±ipNcr'ryvl6e ls@ayL6ak m,rEU!cna 5'wttefue nt 6eh:seixrtu Mei ore ltO,es<< Wt±tnmms pldrs s4dlkeseif. 11TI)DW dl. Ase-D%g ph±sCii,Siea e/&¢av,4.@s srslnayte;rtpaakasrgimsd6eSN<;shuluSh:asarrnpa:ihtJllz;tet±ripolles@p'eTm:tepaen@:loe<dt.v'n lnL redmp, es:m Anthony T. Tombo llI, P.E. nt nedrnsTuss tnmplend:rr esaempnittiryd0e n+w,ka a.xismrtohd sp2n@:t iLal a:;gn,h@cud±dd@sltt,@s1S(ulhelnelb:IGqutv¢tr[Id. Sdx enmd.dhs S00aleryfi±ft.sed@eTnss; hddnpFnlhy slnep,hshP.elWweFnaS sld!h@encpm@Xiryd: �E80083 ne8rlimy aasip±rer16s5sdn. AI! IS sdmhlxIDeedb fularieslrrdefesdtzketai d:pnelSde¢ldersdaontSl�pda;tal iTTAWSxA nsd-,,darpsd phl.n. lnl iefises@e rtspnsulties nt kfiesdlkLass 0.upe,hsak±ipterseessdlnss pheeh;Ma, Msss .. 4451 St. Lucie Blvd. s@nxhs hfw±dlro:xtrnleq Meinhvitts7d!pawn hn!sk lk!r�csDedN Fepbesr is G)t@s6a!tmpOsslpn;erLsss S!ne Mean a'nrOn:Ithp 2Q¢ipdCei!ea. aersEdinikip4L Fort Pierce, FL 34946 Copyright02016A-IAoafTmsses-Amhors LrambaIII,F.E. Resodamiaaaffhisdommant,inany form, is p0ibiledwithoml6esinen tnaission from A4 ladTfusses- Antony LIamb III, F.E. __ Job Truss Truss Type Qty ply XCAS6512AMBL CJ3 CORNER JACK g 1 A0173724 Jab Reference (optional) n 1 nwr i i u—ee, rui i riuis , rIL awavo, oesignrma-uruss.com nun: s.izu s Aug 16 2U1 y Nrint 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:19 2017 Page 1 ID:amP6bxencrcGzcl W 1 dozkBzv95J-wR1 e6B8tAjgvxSyK5BnTArE—e3H5tlXe4k3TT1 yBhTE -14-0 2-11-11 14-0 2-11-11 3x4 = ' 2-11-11 2-11-11 Plate Offsets (X,Y)— [2:0-2-0,0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ITC 0.29 Vert(LL) 0.02 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 i BC 0.24 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 FBC2014/TP12007 Matrix -MP Weight: 12 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 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 75/Mechanical 2 = 246/0-8-0 (min. 0-1-8) 4 = 35/Mechanical Max Horz 2 = 105(LC 8) Max Uplift 3 = -67(LC 8) 2 =-260(LC 8) 4 = -49(LC 9) Max Grav 3 = 75(LC 1) 2 = 246(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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 67 lb uplift at joint 3, 260 lb uplift at joint 2 and 49 lb uplift at joint 4. LOAD CASE(S) Standard 9mhg-nanarmiNtrsireb'l t=OgnlaL6�1n oltit fusat0:mn2lSrusloug'WtJ")f([iuS[WUE1rWn rnarixinpemu9utndndwStnairc:see,ipOmut�IRjmltle 45®Tr.bs}a m,r'.efs �imiudr.- Celnsdmi"'v f. a. Malt fhlets 4rildrss:llkuerdrle7plhkssl:lAsarmso:s>?r,g�sit:.,yemerrgn�,e:srduegm;rzgn:eu�r e4arrat:snaaugr,�r�,:,p:s*:�raaekuy+deesnperm:r<y neetoouil,a:[atrn.telts:ip—pes�iudatu,sWAM) Anthony T.TomboIII, P.E. aimed amT-!-1hilirg!saemrmnao,dot fln head, dhee"ntauilfigon.::a,na,omlmistillK5eixReista:!matoaml,anBa.Refit:rRiaiirrcuar�a:u.:rs!nrims:maraagre:sty,siaereuswn��etm:r;ssdisscensrmwata ?80083 ' lie rri&IN5igeetal 6xhdrt. lRerfes ssinlir 216Ca1 piJimnrga�edhndfaki ig(rpae15se1rideiael"mnlr(SUrdriJtl It lR n85EG audcerel hrr..rdgriioxe. iP4l Eefies&rzsrnasa"Idn nlhliesdR:Inss D:s~;sa,um R:lniq meutn:: @arnana,eilns etiam:tetmrfl etoebW F:donRmGe 1 dl xaatimhN.lhrnxaenn6 aenisEgitle{�Ill Onl 4451 St. Lucie Blvd. g W �m,nir:sssq¢a urwnofighullcg. il!aiuteelwxs nenadlydic m!. Fort Pierce, FL 34946 (opprigh02016Ad Root buttes - Anthony LTandoIII, P.I. Repmdotionofthis dummeo�inany farm, is pmhillited•without-hemfienpnmissionfrom A-IRoof Tims- Anthony 1.lombaIII, P.t. 3 A Job Truss Truss Type Oty PIY A0173725 XCAS6512AMBL CJ3A Corner Jack 1 1 Job Reference (optional) A MOD] IFUsseb, rule-U—, — --' uoI¢eIwa,.—.— tun 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:20 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-Oda0JX9Vx1 ymYcXWfulii3nB5TdhclnoJOoO?TyBhTD 2-11-11 2-11-11 4.00 12 2 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 0.19 Vert(LL) 0.01 3-6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.01 3-6 >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 FBC20141TPI2007 Matrix -MP Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) 1 = 131/0-8-0 (min. 0-1-8) 2 = 85/Mechanical 3 = 46/Mechanical Max Horz 1 = 63(LC 8) Max Uplift 1 = -54(LC 8) 2 = -66(LC 8) 3 = -9(LC 8) Max Grav 1 = 131(LC 1) 2 = 85(LC 1) 3 = 56(LC 3) 6) Provide mebhanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1, 66 lb uplift at joint 2 and 9 lb uplift at joint 3. LOAD CA Standard FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. f NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--1.25 plate grip DOL--1.25 2) 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. Htaiet-nnu tltmSllf rtneaeu7�i lggr ilLSS3,'$Filri'}eE8�m I7!!f6(LlmtlulS(0S!tlYj iC17}i[CC;�:€PeYBP luq hriftiuipreecdntttdrNw4tuff[Inttresi3ePnrhrQffi1}mltleldSwrL6z2t N;rf.idcn;tAu!tdQere. Leith n'taalteslltltoRlft0.sl( IutuirWtletc ILTeberrdeta sfagktsetfartleiLCaleed:llttinss L:ag Ettaa[is,'.ienttrhta.4tl: tslwzp@7rtrtnun m, atuedt.1T Lrwrte&1haunp ntpGxtdtietrdrdndetriaxtutmrc4tirfztx ksipp4k sopeTm:lynBelVbu¢,n/n RFI.Txk:ig evtnictn, t�tld% Anthony T. Tornbo III, P.E. =80083 ' itert7fwpLtsigererd6n3tdn. Allectess!Imitls;iLCnitlaptCire;edpn,l:IhtsdtulafkyG entSrigt%etaelennlSRttsu:�nrlPnastuettdatrtier'aydpuao:e.mnittgtnntns(nu rtiesnrknttdt»tt:sso:shs:t,irets�:�gEyteettnttsst ann,tdns 4451 St. Lucie Blvd. tAn:tfv(eF«Qtlrs;etne<I[get'ePs!enPra lrtil rxlies ltnlM. i¢t(ron PtCn 6tmntisC9rtle6routOtn}ttynienc Sr:tea 6ivaa o!tyl:IOey. ➢Ityndttitsx; nenb9ttJ ieRn. Fort Pierce, FL 34946 (opyright -D 2016 A-1 hef Bosses -Anthony T. Tambo 111, P.E. Repauf ian olifds domment,in anyform, is prIbited whhouttbe armen permissieo lrem A-1 ponlTmsses •Ar:thony T.Tomb llf, P.P. Job Truss Truss Type Oty Ply XCAS6512AMBL CJ5 Comer Jlack 6 1 A0173726 Joh Reference o tional ( Roos Trusses, Fort Pierce, FL wavo, design@aitruss.com stun: 8.12U s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:20 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-Oda0JX9Vxl ymYcXWfulii3n?uTTTcInoJOoO?TyBhTD 1 4-0 I 4-11-11 1-4-0 4-11-11 0 ti 3x4 = I 4-11-11 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 0.90 Vert(LL) 0.16 4-8 >379 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 1 BC 0.87 Vert(TL) 0.13 4-8 >449 240 14 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: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 4)., This truss has been designed for a live load of OTHERS 2x2 SP No.3 20.Opsf on the bottom chard in all areas where a BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 2-2-0 oc 5) Refer to girder(s) for truss to truss connections. puriins. 6) Provide mechanical connection (by others) of truss BOT CHORD to bearing plate capable of withstanding 130 lb uplift at Rigid ceiling directly applied or 6-6-12 oc bracing. joint 3, 330 lb uplift at joint 2 and 89 lb uplift at joint 4. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in LOAD CASE(S) accordance with Stabilizer Installation uide. Standard REACTIONS. (lb/size) 3 = 142/Mechanical 2 = 327/0-8-0 (min. 0-1-8) 4 = 66/Mechanical Max Horz 2 = 148(LC 8) Max Uplift 3 = -130(LC .8) 2 = -330(LC 8) 4 = -89(LC 8) Max Grav 3 = 142(LC 1) 2 = 327(LC 1) 4 = 92(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vas&132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. Nenieg-NKn du,gklyre&vC�eYd tO,ff(16S3,i9S3 yn(L'7t1(n4f6G7pamC95(7flOY("ICrtY')iUiC96(Fa5Y:k1'lu¢ferA(te,iar pYvW!(eltn(tK16&4t11adt an,tCe!iyoanrgt{IP);Wtlels0ay1.6x6a IgP:.rhryvz sknEe(new. Celto S6mise rsfelnCe (CC,nI( uffik rAradmstkakluf* V Too ilk ,A.oU0,1110—r,i&n{.,.51KihrIsii-1 ft::s(t,agMM-1,eraeybu,Arai(tde;ruriK�s,ogtnya,rt�yraart(tu�ramem�r,Kse'a�no:raCKry,tunma.rxk:y,:H�o�,e>,uuasKdsurc,n�sam MthonyT. Tambo III, P.E. n(.s:ar,umax�k<isneraymu:r�A�,C.,n.rs,a,m•s,Asrmd,Bann,a%rkyeK:Ke,oaenatAAn,non,ixnsrrt,rc(kal6salma.nsgt:nA�ratsCCnl�6,ntuAatnss:na,ras�a�.,�nq,.�no,mnike�ssaa;kasnlmiiamta _80083 ' m6satalmsip nlG eon. suedes sd,d'n IkIDC „13elrcCarKa r,u nslnekr' GcynNsd n4k,a,hm il�l,I6sklsy(nnlSBGmrdn ar(Mimdpia se. R41 t,6ns9em1n NTig—idbndLlessC �e,Tnu�ipfe nenlln,s Yr honer, Ness Lucie 5 4451t. e Blvd. ,duals,&fpedlyrinnm,peMq,rle viarsydl yaiK hn6sd.Ikrn:skdgabyhen istgrd,hilOcroKir.t,KinsssymmbycaeudKy6rtu,g. tliteiedi:,amasm,sadi,dieRil. FortSt. Luci 34946 (oppight92016AdRaaifrusses-Aethoayt.Tambolll,p.E. Rearodurtionalthisdotament,inany form, isprohithalwhhoutihesnintopermissionfrom A -I Roof Lasses-Aathmyf. Tambo Ill, P.E. 11 Job Truss Truss Type Qty PIY A0173727 XCAS6512AMBL CJSA Comer Jack 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:20 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-OdaOJX9Vxl ymYcXWfulii3n90TceclnoJOoO?TyBhTD -1-4-0 2-114 4-11-11 14-0 2-114 2-0-7 4 4.00 FUT 7 3 6 B2 o T1 ti HW1 5 0 0 2 B1 1 3x8 6 0. n 6- 2x4 = 3-8-0 3-8-0 Plate Offsets (X Y) [2 0 240 1 8j [2.0 5 12 Edgej 13:0-0-15 0-1-9) 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vclefl L/d PLATES GRIP TLLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 6 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.28, Vert(TL) -0.08 6 >711 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 5 n/a n/a Weight: 24 lb FT = 0% BCDL 10.0 Cade FBC2014/TP12007 Matrix -MP L-UMBER- TOP CHORD 2x4 SP No.2 4) * This truss as been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a OTHERS 2x2 SP No.3 rectangle 3-6-9 tall by 2-0-0 wide will fit between the SLIDER bottom chord and any other members. Left 2x4 SP No.3 3-1-6 5) Refer to girder(s) for truss to truss connections. BRACING- 6) Provide mechanical connection (by others) of truss TOP CHORD to bearing plate capable of withstanding 235 lb uplift at Structural wood sheathing directly applied or 4-11-11 oc joint 2 and 106 lb uplift at joint 5. purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE( ) MiTek recommends that Stabilizers and required Standard cross bracing be installed during truss erection, in accordance with Stabilizer Installationciuide. REACTIONS. (lb/size) 4 = 53/Mechanical 2 = 356/0-8-0 (min. 0-1-8) 5 = 14l/Mechanical Max Horz 2 = 148(LC 8) Max Uplift 2 =-235(LC 8) 5 =-109(LC 12) Max Grav 4 = 88(LC 3) 2 = 356(LC 1) 5 = 141(LC 1) I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-625/434 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. Ecru) -Flan nnegkif«KcetSe'}I IO:i IIOSSE5 2n yfiE63111!1416L1tm11�lSfdS;OY;"IOfYj111IC6.EASYEwbm110f eap'..#tdntl .10,I:nnrI.M. RK I&"- S4IIMee ett rdt[se2tt>!i rAeimnemulf weak--tt)Idessatlktsedlmtt nksd:L/seRrs0a. 6;6Ky�.,SteuCsrsrueacne;sln99y1P;rq�aisuecREmtdturrdtss�rzdtry,r�rrrxausnrnttrsodcesboT.m:+q&arcna7oull,utnini.tveapsrrrrm-i'dirlWn"SOMtut '. Anthony T.TomboIII, P.E. .a—fhas Tm,heMWiTjisne.apes�tdigd deter,e.a,rzdsoa!<mteepeeantuu�tom:pa,,nendeedntlri.ntittaitxlwi'rFiiigeeQvnlRlLikxeq:add6eNAafmifi:!lutdnerauird'ent-Insleep.usim..1h-IShcledt.:fasHII'l.. =80083 ' netnitorpesipr ai[sa5cla. tfiutes sd nl6 ns7DC nitx padiresnl P:itinesdfu lctiEtl6 stalSdehiduadiaa(16�;�If;ta/lfifl aeSEGaenlruae hrf sdpilvrt-1P4t defiles&...... NTPw,d&hud lhl-Dwp.,irzu 0tilp h;:—riinss Nndednn,uless 4451 St. Lucie Blvd. enerrks 6tmedlrr(unmtyadpnnnmtt krsigedm uuIni itesrostDenpCe7issa tsr7tmwauo35tnpn,etitasssfnj�`6;mn ttegk�8nep. Iu tnlMtrdinx: m:nadttexmL Fort Pierce, FL 34946 Upydg5t Q 2Uld A l iaoif vis:s-Ar6anyMa.5, Ill, p.f. Reptodudiaa aphis daromem,in ony ffiny is prohi0had whboulihs mfieopamission ham A-19aolfinsses-Anthony Limbo III, P.L Job Truss Truss Type Qty Ply XCAS6512AMBL CJSB Comer Jack 1 1 A0173728 Job Reference (optional) r Ruol r cusses, rod Pierce, FL 34946, aeslgnrdalrruss.com stun: 8.120 s Aug 16 2011 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:21 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-spBOWtA7iL4dAm6jDcpxFGJCgsstLC1 xX1 YaXwyBhTC 2-114 4-11-11 2-11-4 2-0-7 3x6 = 6 5 3x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.11 5 >540 360 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.11 5 >513 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' B2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 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 = 223/Mechanical 3 = 126/Mechanical 4 = 100/Mechanical Max Horz 1 = 106(LC 8) Max Uplift 1 = -90(LC 8) 3 = -83(LC 8) 4 = -42(LC 8) Max Grav 1 = 223(LC 1) 3 = 126(LC 1) 4 = 100(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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 90 lb uplift at joint 1, 83 lb uplift at joint 3 and 42 lb uplift at joint 4. LOAD CASE(S) Standard I Dead Load Deff. = 1/16 in 0 0 r` 0 0 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% wrap-ndnnwrepw!«M.r•Itroatnos�aise�cry,rtsaurrflssc�+amintr!radrtmsnecnasreselcermaTnmrpanµ,:aarutratuasumrmnrr,lyemc.�pe�menermnrtn:mla,r�ldar>.,ssu+trmertcdr:raTa.errnrlmnelco.ul! WTetmnW plebs Mnknet!rcnp I'MA...U. psrimsamalger':a;rn,7pearLl[rpire;rR flesalnvpla;rtprz:urc®rcepaxednepnh;sindnraniaprmpauluryfnflr tesyeneeesapferm:tepii�ire r410enip,er/a lfil. ix4ripemnairess,ixfaindain:,uihedeT j Anthony T. Tombo II[, P.E. rel rseel ltcTnu Wrapte'dsytsne roprciSaryddeOngEx Onetc wnsrinee;ednlle lnTfepUn:ge,h@e atleddlirlM tLlanl rrlvel SilGeprd aliFlL lte eppnrdd6r p00¢leryfi:Ie.urine inn; iedetiagpnitp, slneie,iran^.aiae:lfnra;sldlle dx mprtnLtiryd ?To083 mb ' nenarpRui:mdummn.AaegnNnW�Tooedpa5rentrldandHrre�popealsdlrtdraeemIts9pla,unptnnistUnrdeenettxpsd;rurar.lPFtedrnflen:pnrinnetpflnndn:tnnope,rarcrevSs[yhearcnnsxadrhn,edn g451St.Luel3Blvd. vivo. wflyr(neatevedquo Op"I Iprl P.M, Inrhrd itern,oraN[epLxpr Is p7lflebIlapOeslpaa,srLes;Spaes 6pmsei e!nplrllinp.:ifaprdarliwxs ne nda1n1a1r41. Copyright ®tR16 Ad Roof Lessas Anthony L iambo lll,p.F, Reprodunion ahhis dorumem.in any tatm. is prohihiled whhouithe wrineopefmissior kom A -I RoriTrusses-Arihory l.Tombo lll, P.I. Fort Pierce, FL 34945 i 1t Job Truss Truss Type OtY Ply A0173729 XCAS6512AMBL D01 Roof Special 4 1 Job Reference (optional) Al KooT trusses, ran melee, — —U, rJ; 11% 0 23 24 3x6 = 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:21 2017 Page 1 1 D:amP6bxencrcGzc[W 1 dozkBzv95J-sp8OWtA7iL4dAm6jDcpxFGJA_snTL_7xX1 YaXwyBhTC 31-" 4.00 12 3x8 MT20HSi 5x6 6 7 T 3x MT20HS- 3x4 3x4 4 3 W4 W5 1 W --.....121 2 15 25 14 13 26 1.5x4 II 3x6 = 3x4 = 3x4 = 0-8-12 1 I I Dead Load Defl. = 5/16 in 8 31-M Plate Offsets (X Y) [2:0 3-6 0 0 13] [7:0-3-0 0-2-12] [10.0-3-0 0-3-01 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.9{1 Vert(LL) 0.38 14-15 >969 •360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.9 Vert(TL) -0.54 14-15 >686 240 MT20HS 1871143 BCLL 0.0 * Rep Stress Incr NO WB 0.9 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MASH Weight: 183 lb FT = 0% .LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* B2:2x4SPM31 WEBS 2x4 SP No.3 OTHERS 2x4 SP M 31 *Except* 01: 2x2 SP No.3 LBR SCAB 9-11 2x4 SP M 31 one side BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-1-5 oc bracing. WEBS 1 Row at midpt 8-10, 5-12, 740 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1496/0-8-0 (min.0-1-12) 9 = 1364/0-8-0 (min. 0-1-8) Max Harz 2 = 985(LC 8) Max Uplift 2 =-1129(LC 8) 9 =-1161(LC 12) Max Grav 2 = 1496(LC 1) 9 = 1364(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3155/2298, 3-4=-2248/1594, 4-5=-2113/1614, 5-6=-12031757, 6-7=-1120/770 BOT CHORD 2-23=-2998/2825, 2-24=-3033/2909, 15-24=-3033/2909, 15-25=-3033/2909, 14-25=-3033/2909, 13-14=-2140/2063, 13-26=-2140/2063, 12-26=-214012063, 11 -1 2=-1 093/1062, 11-20=-109311062, 20-27=-1093/1062, 21-27=-1093/1062, BOT CHORDI 2-23=-2998/2825, 2-24=-3033/2909, 15-24=-3033/2909, 15-25=-3033/2909, 14-25=-3033/2909, 13-14=-2140/2063, 13-26=-2140/2063, 12-26=-2140/2063, 11-12=-1093/1062, 11-20=-1093/1062, 20-27=-1093/1062, 21-27=-1093/1062, 10-21=-1093/1062 WEBS 3-15=0/340,-14=-925/971, 5-14=-294/55 i, 5-12=-1197/1253, 7-12=-721 /94 i. 7-1 0=-1 568/1615 NOTES- 1) Attached 7�arting 0-0 scab 9 to 11, back face(s) 2x4 SP M 31 with 1 rows) of 10d (0.131 "x3") nails spaced 9" o.c.except : s at 0-0-0 from, end at joint 11, nail 1 row(s) at 7" ojc. for 3-8-7; starting at 4-8-0 from end at joint 1 I all 1 row(s) at 4" o.c. for 2-0-0. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mp�1; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II, Exp C; Encl., GCpi=0.18; MWFRS (envelope) g lble end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.25 pl to grip DOL=1.25 3) All plates lire MT20 plates unless otherwise indicated. 111 4) Plate(s) at joint(s) 6, 8, 10, 2, 3, 15, 14, 5, 12, 7 and 4 checked fo a plus or minus 0 degree rotation about its center. 5) Plate(s) at oint(s) 13 checked for a plus or minus 5 degree rotation about its center. 6) This truss �as been designed for a 10.0 psf bottom chord live loafs 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 = I O.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1129 lb uplift at joint 2 and 1161 lb uplift at joint 9. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 9-17=-20 Concentrated Loads (lb) Vert: 22=-45 . .... .. .. ..'A¢%afiautrpi!tertee.evl'wTtii'sr5Wi:rld E amt Tam 1(mn'04d tESA`M;w we�� t P .�nlbi:rwTgr,aE¢.4tidttya¢otit`:tsai(tEtEEt±SiiiEt.aEfr�i�aiPjtlgZ7}ed�lftlai•1.9Er,�ttl,Pitd¢Ruiittett(EItiSL11AE5aa�4tA54Staitdti. tQWt iRtttffif:43ipr:ESSSE.it?Stdr¢hilgUHiFlOri t el ES Sit}iPtttat¢{.t,.ktGE11J"SpHtp'1ti at Ei7lbQ{EF(<It>ybEg�lfltE¢tla'I$tlrEhl. selfE�itNkgKapEty:4f.1(aYXfESyBi{7it5i1113it331E+r1f{PE12itggV%Ij�h�.)PI1. <&td451j9ri1;^fjU.: (TB$aj'G'Rtk W.149:11 Anthony T. Torribo 111, P.E. Eno'mstr:strnu.s.uap❑errrtR+au, s.�ixu,rc.Ekrse irvetk�trt ts. ganr�ut,titvtxut: n-:ts ! e«a.�aEde.�a}:tEkzam�. rxyrE,�dnernrsetit v td tE n,,:u;tE�gs cmy mutt, .n:r:m�:aatE�agzsd tt �eEE zasc.�� #80083 Stdtiznt.rfgieaidnehtmr..asxts snERsktt:Arst4upsxtusaitailE'.eEtstrit6¢iEe7fi xi Ss'eyl tsmmtl6F lis�d!}FP7Exf54Jl¢E akatc+kirmaIplat�N.3tsatsli to tEa:maftrEt!#tiestf@iTassSes'r�Et,frn!�u�rsyaxe¢t'rcs6�eERre,ndess 4451 St Lucke fi1Yd. ta¢si n€dfscem t� st rE�E:ear+mtn ¢:na tttassaat� axwg�:attt t aq wr,Esiru ryn¢d�i t .ar matarA:msstew,! N. Fort pierce, FL 34946 Eopgrigzl02916 A-1&eallams-AnibuylArabo III, KE Reproduction 011 Ns dneument in any lam,ispmblI�ited QW01 the arriPen pemissianitnm A-i Renflinssts-Aathe.pl.lun:bo 1101 Y� Job Truss Truss Type Qty ply XCAS6512AMBL D02 Half Hip 1 1 LbA0173730 Reference (optional) �� yer� a . ���• rr Run: o, 1cu s [vov T2 2uv rnnc n.T2u s Nov l2 2u1 t M11 eK Industnes, Inc. Wed Dec 6 13:17:22 2017 Pagel I D:amP6bxencrcGzclW 1 dozkBzv95J-KOimkDBITeCUowhvmJLAoUsL7G9P4SO5mhH73MyBhTB 14-q 8-11-1 17-11-0 26-9-0 27-1q-8 34-2-10 41-10-0 42-F-0 7-4-U 8-11-1 8-11-15 8-10_0 -1- 6-4-2 7-7-6 4.00 12 3x6 = 1.5x4 I I 4x6 — Dead Load Defl. = 114 in 5x6 6 7 8TQ 9 I 3x8 MT20HS—_ 5x6 7::� T 5 ! 4 5x6 N Z 3 14 IS 2 Pi - 0 22 23 17 1 24 -16 15 3x6 = 1.5x4 11 3x6 3x4 = 8-11-1 ,17-11-0 8_11-1 8-11-15 Plate Offsets (X,Y)— [3:0-3-0,0-2-121,[5:0-3-0 0-3-01 [6:0-3-0 0-3-0) [7:0-3-0 0-2-8 LOADING (psf) SPACING- 2-0-0 i CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 TCDL 15.0 Lumber DOL 1.25 BC 0.78 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH LUMBER - TOP CHORD 2x4 SP M 30 `Except' T3: 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-3 oc bracing. WEBS 1 Row at midpt 9-11, 3-15, 5-14, 6-14, 6-12, 8-12, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 976/0-8-0 (min. 0-1-8) 14 = 2813/0-5-8 (min. 0-3-6) 10 = 68/0-6-0 (min. 0-1-8) Max Horz 2 = 642(LC 8) Max Uplift 2 = -469(LC 8) 14 = -1434(LC 8) 10 = -141(LC 9) Max Grav 2 = 976(LC 1) 14 = 2843(LC 2) 10 = 226(LC 33) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1584/991, 3-4=-347/99, 5-6=-1027/1139 BOT CHORD 2-22=-2431/2227, 2-23=-1721/1478, 17-23=-1721/1478, 17-24=-1721/1478, 16-24=-1721/1478,15-16=-1721/1478, 15-25=-484/293, 25-26=-484/293, 14-26=-484/293,13-14=-1004/780, 13-27=-1004/780, 27-28=-1004/780, 25 26 as 14 13 27 2812 5x6 = 3x6 = 3x8 = DEFL. in (loc) I/dell Ud Vert(LL)-0.3915-17 >831 360 Vert(TL)-0.6315-17 >509 240 Horz(TL) 0.06 14 n/a n/a 29 30 41-10-0 i BOT CHORD 2-22=-2431/2227, 2-23=-1721/1478, LOAD CASE(S) 17-23=-1721/1478, 17-24=-1721/1478, Standard 16-24=-1721/1478, 15-16=-1721/1478, 15-25=484/293, 25-26=484/293, 14-26=484/293, 13-14=-1004/780, 13-27=-1004/780,27-28=-1004/780, 12-28=-1004/780 WEBS 3-17=0/374, 3-15=-1251/1304, 5-15=-317/674, 5-14=-1456/1528, 6-14=-1829/1804, 6-12=-1011/1281, 8-12=-571/681,9-12=-320/230 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `!This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 469 lb uplift at joint 2, 1434 lb uplift at joint 14 and 141 lb uplift at joint 10.1 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. 2x4 II PLATES GRIP - MT20 244/190 MT20HS 187/143 Weight: 246 lb FT = 0% wsaisa-flsu5srcr�`I;rcrierlieYTIDDi11D¢3(1�35[C31tt[L4SkU%DICaASIBSI04i-lllilji([&:i52EPeYFbPhraPerd;teaig,pm,a9usulres/e4su5slasnCesi;eon-emgiflu}xdhrlallwrl.fiaMlA,rt.leF-maym!keiarcese Pdessalttaise;Rle/wtteiCD,:d; tLTekemrhr;leles sxllkrselWrdeiGDNteedtds.No, DIV Ee�rx(ls,S;edrDS Fe;iax�llesrdrem7TD;:yre:ufsm<crybxedMeprdz;sienl ec;weru;rzs;n: EithG;'klaepdCce sie;leTus; ler�a.e YuTDocdi,erinTnl tktensnmva;cecs, to" mtfartn,sdhitd; Anthony T. Tornbo ttt, P.E, ulueds'xsTiessW; egGdk:;is fte.pu5.blfdN Cme{kx Coen'saalsmelgeduhe kilfer;O.ig.,uwe adeddtse 114&e 1K ulsxlz1lAbgomieWTtli lleep�e,ol>`haRlDud>nTfielduedSeT+ss; itdsa:.cTtneliey ilae;amml'euaedim-o. s4di to tlea tesro"'tly Tomb 8000 t lie rrldie9 D!,1M.l[""dn.JAW-0rd i. MlDDndo" 1Wrnnlprelmesdtereills;(.K..lfa'ehldeaehcnyt(SQrdPofsl Yrrfl nSSdrA re rdanalfuc; �d¢ilxse. IffI es@eres;nss�lAn nlGaesAl'�ins:0.uax,irtss Nip lean. WIren Cndr a.ulm :. 445I St. LUCie Blvd. .Eetuilhodilo [unonrg.dgn's sr'rq t; dl;emn Imhel 1ha Ga;sDeOgs 6rte w i[6CT0eta 1ln;DedaaexTnr. S;stez rgbn drsrtailin} UI ryndtrd 1.a; [n rsddlut..11-1. (opyright V 2016 Ad &aolhusses -Anthony T.Tombe 111, FL &epsoduttion d this domment. in uey form, is prohibited whhounbe written pormissian from Al Reaf Lussas-Anthony T.Ton4o 111; H. Fort Pierce, FL 34946 a Job Truss Truss Type Qty Ply A0173731 XCAS6512AMBL D03 Half Hip 1 1 Job Reference o tional MiTek Industries" Inc. W H-1 KDDI IrubbUb, rula rice w, I .- .+�.+ , 5x6 3 �1 2 e� 0 22 23 17 3x6 = 1.5x4 11 LOADING(psq SPACING- 2-0-0 TnCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL , 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 CUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-0 oc bracing. WEBS 1 Row at midpt 9-11, 3-15, 5-14, 7-14, 7-12, 8-12, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 11 = 233/Mechanical 2 = 1074/0-8-0 (min. 0-1-8) 14 = 2536/0-5-8 (min. 0-3-0) Max Horz 2 = 599(LC 8) Max Uplift 11 =-198(LC 9) 2 =-527(LC 8) 14 =-1295(LC 8) Max Grav 11 = 323(LC 25) 2 = 1074(LC 1) 14 = 2536(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1882/1316, 3-4=-658/321, 4-5=-479/336, 5-6=-699/777, 6-7=-540/688 BOT CHORD 2-22=-2497/2326, 2-23=-1960/1756, 17-23= 1960/1756, 17-24=-1960/1756, 16-24=-1960/1756, 15-16=-1960/1756, 15-25=-735/585, 25-26=-735/585, 14-26=735/585, 13-14=688/540, 13-27=-688/540, 27-28=-688/540, 17-10-15 ID:amP6bxencrcGzclW 1 25-10-8 2t?-9�_ 8-11-15 7-11-s 0-1a-8 5x6 = 4.01)12 3x6 = 6 7 3x8 MT20HS-- 5x6 5 4 1.5x4 11 8 24 116 75 25 26 54 13 27 28 12 29 30 x6 = 5x6 = 3x6 = 3x8 = 3.4 = CSI. DEFL. in floc) I/defl TC 0.85 Vert(LL)-0.3815-17 >836 BC 01.83 Vert(TL)-0.6515-17 >491 WB Q.86 Horz(TL) 0.07 14 n/a BOT CHOF�D 2-22=-249 �2326, 2-23=-1960/1756, 17-23=-1960/1756, 17-24=-1960/1756, 16-24=-1960/1756, 15-16=-1960/1756, 15-25=-735i/585, 25-26=-735/585, 14-26=-73d/585, 13-14=-688/540, 13-27=-688/540, 27-28=-688/540, WEBS 3-17=0/373, 3-15=-1235/1291, 5-15=-3131 i70, 5-14=-1476/1542, 7-14=-154dd/1524,7-12=-796/993, 8-12=-539/655 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132r(rph; HVHZ; TCDL=5.Opsf; BCDL=5.OpsP h=30ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plate(s) atjoint(s) 4, 6, 11, 2, 16, 3, 17, 15, 5, 14, 7, 8, 12 and 9 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s)lat joint(s) 13 checked for a plus or minus 5 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 od the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing) plate capable of withstanding 198 lb uplift at joint 11, 527 lb uplift at joint 2 and 1295 lb uplift at joint 14. Wed Dec 6 13:17:23 2017 Page 1 sPKhPXOgVppv4E?LlhcoyBhTA 1- 0-0 7 -12 Dead Load Defl. =114 in 4x6 = 9 41-9-4 1- 0-0 7-7-0 0- -12 L/d PLATES GRIP 360 MT20 244/190 240 MT20HS 187/143 n/a Weight: 241 lb FT = 0% 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. LOAD CASE(S) Standard " 4«xt1•fltm;hsry�ylcka82'ittr lIASS51'Start')fE:DbC'ft!#fitU5nit14r@SIcH?'€8!0f1,'A31.".6!fyS�h:o.Tnlr detgs taezr4!svisefFeiesaGs insr DtOp Cs:<icr(tCir aD3S tiSE2!f.IifkN,rE.rtt«tNfSltliEtiUI UL IA�423�.I�,it tl.'d aC!T�i,RI! 44St13!e«M{tkSlfi;�dt£s'd:«6!ID@b}I)➢Gi. 4l ir�if ili'�i!jf![Uy`cA.:(tGfer rein!«'y�lltUEi cerlCPilptlFiCl q>A4r4T.iZU1 RP4.!!'Wtl �teGl!r:ttr?L'.lkl(«htE45EpV tiritSR�3riri1[7�rM8RtrODR(1,MtN lna,ins,mes:=aPa�;:l.tmam,,,=�+fe;; Anthony T. Tombo tte, P.E. sane Ahh fml«ar Wl uaerrr«swims&a0>«!,dtCreat(s ¢ahaux[ryed«Ger!ircy «4e,l'N'4 itltfa:lr,ie nrai # 60083 tt Fa6ayEestpralReorne.lAmisel«imftl CDa(G!tsaxasaerids€ronshv ht+fccla�YSdr'r(swtntiacitnPplSislrEhirletiSiBme!ttueu.�dhtHreel peiQace.fn'hneslsre,gci sCs nllnesAdtrassD<cht,ren D!c�ia}sau ati«ts Cadifitx,«Sns 44515t. Lucie Blvd. :te*htlhedS+er Ar�eefgahmnftterfmfsnhetefTnsOeptefax«ymz<tnufsip rwisftmatepc!erdsyixrsr.t.alDaafca!«eea apPN. Fort Pierce, FL34946 topyriDM02816A-1Real ➢cases-Ankay1.lomhoIII, PE, isprodurtiondihisdarument.inany rarm,i plahihiled.ilhoullhe«riflenpermiis<aiimmA-ltootlrasfes-Anlhaayl.laa:holll,P.E Job Truss Truss Type city Ply XCAS6512AMBL 004 Half Hip 1 1 LbA0173732 Reference (optional) F� a4u"u, ucalyi i�wd t ifuss.wm nun: a. izu s Hug it) zul t Ynnu d.IZU S NOV IZ ZUI I MI I eK industries, Inc. Wed Dec 6 13:17:23 2017 Page 1 ID:amP6bxencrcGzcl W 1 dozkBzv95J-oCG8xZBNEyKLP4G5K1 sPKhPVDgTXpvJE?Li hwyBhTA 14- 8-11-0 17-11-0 23-10 8 26-9-0 34-2-4 41-9-4 41- 0-0 4- 8-11-0 9-0-0 5 11-7 2-10-8 7-5-4 7-7-0 0- -12 4.00 12 3x6 = a 3x4 = 3x6 = 1.5x4 11 7 n 9 -- cv 18 ea It 16 Ze 2t 15 14 28 13 29 3x6 —_ 1.5x4 II 3x6 = 5x6 = 3x6 = 3x8 = 3x4 = 23-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.39 16-18 >821 360 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.71 16-18 >452 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.11 15 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MSH LUMBER - TOP CHORD 2x4 SP M 30 *Except` T4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS- 2x4 SP No.3 *Except* 01: 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-15 oc bracing. WEBS 1 Row at midpt 10-12, 3-16, 5-15, 7-15, 10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 602/Mechanical 2 = 1280/0-8-0 (min.0-1-8) 15 = 1961/0-5-8 (min. 0-2-5) Max Horz 2 = 556(LC 8) Max Uplift 12 =-361(LC 8) 2 =-663(LC 8) 15 =-940(LC 8) Max Grav 12 = 632(LC 2) 2 = 1280(LC 1) 15 = 1961(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2516/2041, 3-4=1300/1047, 4-5=-1192/1061, 7-8=-298/334, 8-9=-298/334, 9-10=-298/334, 10-12=-529/616 BOT CHORD 2-23=-2672/2505, 2-24=-2580/2311, 18-24=-2580/2311, 18-25=-2580/2311, 17-25=-2580/2311, 16-17=-2580/2311, BOT CHORD 2-23=-2672/2505, 2-24=-2580/2311, LOAD CASE(S) 18-24=-2580/2311, 18-25=-2580/2311, Standard 17-25-2580/2311, 16-17=-2580/2311, 16-26=-1353/1145, 26-27=-1353/1145, 15-27L-1353/1145 WEBS 3-18=01370, 3-16= 1229/1293, 5-16=-'314/667, 5-15=-1451 /1486, 7-15=-977/920, 7-13=-308/530, 9-13=-'537/659, 10-13=-469/412 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Plate(s) at joint(s) 4, 6, 8, 10, 12, 2, 17, 3, 18, 16, 5, 15, 7, 9 and 13 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) at joint(s) 14 checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the 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 361 lb uplift at joint 12, 663 lb uplift at joint 2 and 940 lb uplift at joint 15. 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. Dead Load DeB. = 5/16 in, 4x6=,In - 1-941-10-0 7-0 �0- -12 PLATES GRIP MT20 244/190 r. Weight: 238 lb FT = 0% .. xerrsg.nmsE�ra dYgmuF&e'lQ Q7gfnAgSi[sFllfr'p EEin¢t'£i4:imgElikls tPSBU.{43!n'j::gb9k"::".t;a�l['Mm. taiirQvcjcpalah!:v.2sxtcdeswC�r'rtstNAar�r�Q{ig[,�iRsQJisntt.:'es,'»0,rt.Gfrietn sgroQehre ne. t'xnce�!:iu,N.tta;e �G,n¢ W'tE.h'N:IMQifS:k=Qt fi3!Q (.t iX lt'�'U}I )ILA. Q!ITMiSvi: }ItFpttC i_t, tCElt(7jRtNl+I JtA; EI Gj$CQIFRtlti'!ttIX!ff!6Xidftf><Ofet`.Aed !�Nalsg:tigNlsl t6i rL M,,y'iE{(tt SlIIdlj!33}t?$i:kQ�i4t g$gklt,asaml. itrdIIegl>suzlsa!;(niq to:t tn, satdc➢p Anthony T. Tombo 111 P.E. adnedWlfns!tnuJShcupu3rn;luMri}idlBlw,diC*Yuiva+m,ralegmnClk &ihd n,UFxEa mdtla'1f,te6:ai deludNiZug:ciesi7ll. lileigseedaINUpsi w1kM.Add - .# 64063 2tM`:tng El:i�etaQ(Fditcr.Q1lxl; sgedh6tP.gu6lagtaS:tsstgdgnnslfie�ita7G¢ga!^u5de'g:amuitithtatli!Ott'PIuQSNJnEtehtst4tageatcl;deece. gi4l ea�:¢eslr!eq:a,liaEu®IfEiesdtE ssde!igtr, trrePEca Fegseuas irsnks�ume,taless 4451 St, Lucie Blvd. htE�tllt-0EpktQgal tAQN3$tNtjEF FI Yl'ibgQYlggtrSJf'd.}thtQ.E1:255 piSgtG}q!e�i! XpI Q:_1 PiJtgtritpa.a rEsri:SfMp Gglvs de$gr�lg, 7„ Q$(b212Q1fibSEltii Q�aer utr:l. lopyrigbi02DI6A-1RnaiTtagses-Ant6a¢yl.lom6n111,P,E iepmdudianoflbisdotumentinany (.rr.,ispfeblittNit6autlAenriGeapermisuoobomA-1Raailragtet-An16e0y1.tac6o111,P.E Fort Pierce, FL 34946 t y t Job Truss Truss Type Qty Ply A0173733 XCAS6512AMBL D05 Half Hip 1 1 Job Reference o tional Al KOOr I cusses, rorE tierce, rL Jy190, aebignLw,d I u... —.f 7-9-0 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Indust- es, Inc. Wed Dec 6 13:17:24 2017 Page 1 ID:amP6bxenercGzclW 1 dozkBzv95J-GOgX9vCO?GTC1 DrHukNetvxjO4raYN4ND?mE8FyBhT9 1-10-8 24-9-0 33-2-4 41-9 4 41-10-0 -11-r, 7-in-s SS-4 8-7-0 0-0'12 3x6 II 4.0D 12 5x6 = 3x4 = 3x6 = 5 6 7 8 7x10 MT20HS-- 4 W 5 W7 3 n1 2 c$ d 22 23 17 24 16 15 25 26 27 14 28 13 12 3x4 = 3T = 3x4 = 5x6 = 3x6 = 3x8 = 3x6 = 24-9-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.42 15-17 >707 360 lCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL)-0.7615-17 >393 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.03 14 n/a n/a BCDL 10.0 Cade FBC2014/TPI2007 EUMBER- TOP CHORD 2x4 SP M 30 *Except` T3: 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 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-9 oc bracing. WEBS 1 Row at midpt 5-15, 5-14, 6-14, 6-12, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, iri accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11 = 326/Mechanical 2 = 922/0-8-0 (min. 0-1-8) 14 = 2596/0-5-8 (min.0-3-1) Max Horz 2 = 513(LC 8) Max Uplift 11 =-224(LC 9) 2 =-448(LC 8) 14 = 1365(LC 8) Max Grav 'I = 399(LC 2) 2 = 922(LC 1) 14 = 2596(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1725/1266, 3-4=-1348/902, 5-6=-899/957, 9-11=-246/259 BOT CHORD 2-22=-1405/1477, 2-23=-1834/1627, 17-23=-1834/1627, 17-24=-8191656, 16-24=819/656, 15-16=-819/656, 15-25=-493/414, 25-26=-493/414, 26-27=-493/414, 14-27=-493/414, 14-28=-957/899, 13-28=957/899, Matrix-MSH BOT CHORD 2-22=-1405'(1477, 2-23=-1834/1627, 17-23=-1834/1627, 17-24=-819/656, 16-24=-819�656, 15-16=-819/656, 15-25=-493/414, 25-26=-493/414, 26-27=-493/414, 14-27=-493/414, 14-28=-95� 899,13-28=-957/899, 12-13=-957�/899 WEBS /j 3-17=-503 44, 4-17=-590/789, 4-15=-971/1204, 5-15=-905/994, 5-14=-1270/1327,6-14=-1270/1243, 6-12=-11511/1298,8-12=-671/818 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132rriph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat, II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide �dequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle -6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 11, 448 lb uplift at joint 2 and 1365 lb uplift at joint 14. 9) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. Dead Load Defl. = 5116 in 46TA = 9 „^ A]! n� r W6 r ij rZ. R3 _ Im 29 11 10 3x4 = 41-9-4 41-10-0 8-7-0 0-0-12 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 239 lb FT = 0% LOAD CASE(S) Standard 6VTfr•f1il5at3fi�'yyl(.'fief St'flr:'JttfUl$a�$ftlEt'f 6itl96[;:iiN$ i COX.l,ljtoll U'liof in'Vni.NT. 41 4itss;austla ptctt ssslktsNfm he lC4nhnrdfsXC'rss.a:i}Xhrisam¢e.$pektq Espndq�s sec'nrttGbn esrinw}'.a:ssttare(n!'ssel!c xeafap;afaas si'jfa GraslP sddesh$sirns iapNalsaRl E".bseh:as(n lfl 1. rttUvps asuzpGaas,�Lsf•rt[ass,srl::i.3; Anthony T. Tombo lNI P.E. mdetet'nlsirrsfu ur E;tE€opn^.•rrpnsiHura'&rasu, psGasVt dFxusitfnlerds6x 6n; u1rla is taraEzha�`tJf,ffit IGWd•Is.dlx'lny:sf:m8iftl. iiaypnul dtSel,Baiesp `ieHastdie;Its.ssziiaEs�'is}sms},a!bleon�Xrtmgs$vGlah npca.i4i.7rd � 8UU6J ' Il tattisl h:i�¢ef[sensnr.tiwns sdvt€aAatrO¢1(ssrrnUes sg4'asusrtutwfcr4mplar'Sde's htrnCiaa++}SSIJIttiliskltp ttlrtlk:scetdaau'dfn&u"-al yWfnn.11df+isssle nryaa;iJ;:dts udiAes a',Ra toss Gvuss.tns*Be'R Erraatr ¢einsskrfcgra,aa4ess 44515t. Lucie Blvd, atefindsrmsr§pota:rJx,aldr;n4ei8bpEr d;pmeunshe4 sksl nsb=.siq Eepne:�eal;te tar<tsr aasipsa,mT�sgSpsnesfasiaradga da:tix+. l6syrrFaed#srsan ssae`aefatd-L Fort Pierce, FL 34946 i Cn t tI@'i018A-liaalisesses-Anttae Ltom6otll,P.E, ie rodm6ondibisda meat.inoylom,nllm6ib0ed.ltbaafl6ewdtten ermissianisomA-lRoofhassts-Ar,Itns 1.lemEnIII:P1 PY<sl Y P Y• P P Y r Job Truss Truss Type Qty ply XCAS6512AMBL D06 Half Hip 1 1 A0173734 Job Reference o tional ,. r r�uor r r ua, ,, rue t Pierce, FL ov946, uesiynLa I drUSS.00m KUn: 0.12U S Aug 1 b 2U1 i runt: 8.120 S Nov 12 2017 MFTek Industries, Inc. Wed Dec 6 13:17:25 2017 Page 1 I D:amP6bxencrcGzcl W 1 dozkBzv95J-IbOvMFDelZb3fNQUSSutP6UtPUDQHgYXSfwnghyBhT8 1 4 7-0-13 12-3-15 19-1%11 24-9-0 33-2-4 41-9-4 41- 0-0 4- 7-0-13 5-3-2 7 6-9 4-10-8 8-5-4 8-7-0 0 -12 �1 � 23 24 18 3x4 = 3x6 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr . YES BCDL 10.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 2x4 SP M 30'Except' T3,T1: 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-4-4 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 7-13, 10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 358/Mechanical 2 = 950/0-8-0 (min. 0-1-8) 15 = 2536/0-5-8 (min.0-3-0) Max Harz 2 = 470(LC 8) Max Uplift 12 =-231 (LC 9) 2 =-475(LC 8) 15 =-1321(LC 8) Max Grav 12 = 412(LC 2) 2 = 950(LC 1) 15 = 2536(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1608/1185, 3-4=-1314/955, 4-5=-1207/971, 5-6=-268/96, 6-7=-906/966, 10-12=-276/289 BOTCHORD 2-23=-1830/1919, 2-24=165711486, 18-24=-1657/1486, 18-25=-10141873, 17-25=-10141873, 16-17=10141873, 15-29=966/906, 29-30=966/906, 14-30=-966/906, 13-14=966/906 4.00 12 5x6 = 3x4 =3x8 MT20HS= 3x6 II Dead Load Defl. = 3/16 in ' 6 T3 7 8 9 T4 4x6 — 10 LUMBER - TOP CHORD 2x4 SP M 30'Except' T3,T1: 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-4-4 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 7-13, 10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 358/Mechanical 2 = 950/0-8-0 (min. 0-1-8) 15 = 2536/0-5-8 (min.0-3-0) Max Harz 2 = 470(LC 8) Max Uplift 12 =-231 (LC 9) 2 =-475(LC 8) 15 =-1321(LC 8) Max Grav 12 = 412(LC 2) 2 = 950(LC 1) 15 = 2536(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1608/1185, 3-4=-1314/955, 4-5=-1207/971, 5-6=-268/96, 6-7=-906/966, 10-12=-276/289 BOTCHORD 2-23=-1830/1919, 2-24=165711486, 18-24=-1657/1486, 18-25=-10141873, 17-25=-10141873, 16-17=10141873, 15-29=966/906, 29-30=966/906, 14-30=-966/906, 13-14=966/906 4.00 12 5x6 = 3x4 =3x8 MT20HS= 3x6 II Dead Load Defl. = 3/16 in ' 6 T3 7 8 9 T4 4x6 — 10 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1608/1185, 3-4=-1314/955, 4-5=-1207/971, 5-6=-268/96, 6-7=-906/966, 10-12=-276/289 BOTCHORD 2-23=-1830/1919, 2-24=165711486, 18-24=-1657/1486, 18-25=-10141873, 17-25=-10141873, 16-17=10141873, 15-29=966/906, 29-30=966/906, 14-30=-966/906, 13-14=966/906 4.00 12 5x6 = 3x4 =3x8 MT20HS= 3x6 II Dead Load Defl. = 3/16 in ' 6 T3 7 8 9 T4 4x6 — 10 1.5x4 25 1 17 16 26 27 28 1 2930 14 13 3x6 5x6 = 3x6 — 3x8 = 3x4 = 1-51 r 24-9-0 33-2-4 CSI. DEFL. in (loc) I/defl Ud TC 0.85 Vert(LL) -0.33 12-13 >614 360 BC 0.69 Vert(TL)-0.5112-13 >396 240 WB 0.73 Horz(TL) 0.04 15 n/a n/a Matrix-MSH BOTCHORD 2-23=-1830/1919, 2-24=-1657/1486, LOAD CASE(S) 18-24=-1657/1486, 18-25=-1014/873, Standard 17-25=-1014/873, 16-17=-1014/873, 15-29-966/906, 29-30=-966/906, 14-30=-966/906, 13-14=-966/906 WEBS 3-18=-385/561, 5-18=-428/614, 5-16=-920/1098, 6-16=-712/835, 6-15='-1346/1382, 7-15=-1284/1281, 7-13=-1164/1313, 9-13=-667/813 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 12, 475 lb uplift at joint 2 and 1321 lb uplift at joint 15. 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, nonconcurrenl with any other live loads. 3132 PLATES MT20 MT20HS 12 11 3x4 = 11- 0-0 0-9-12 GRIP 244/190 187/143 Weight: 231 lb FT = 0% f in 6 sfa�q•Aens:aru,�}rain&'Afit?a itDSSe('SEAA'y FE6A1!iEtstSttD!AFik1551€SiiTAj'L'!!A'IAng7 ^A7�4E'hra Yerlrin st¢e^wfsrsoasectt�:srr sins ittlp raa�ht lCi,edNf S2ncarT,FsraoO,tileMnnSketEdue ne.('kissckmiushsdwla 79"1, 9'1d! JVflff5sh ta�sedMhe lDDdie sa&d.lsafrnsDssirsFquen lEe.,4fa«hr amyRa sednngiCOrsArseasn>.ap sdwaxohss;uFl eaPxnrhfn:pusd+thMhrtett,�d&suglil5ass¢rsltlaRaT"xx6ali,ntnittd, ik'MipssxxpCeas,luiry aefG sle§i 1F Anthony T. T0E;160III, P.E. W. sifthinnhror;vldolrs++rnJtt Mi trate0>aede Ctxeftaafimir<latnivdet-ds{7mpa bherse�r�ka;s5e3t,tt&'ni»:4.dke,'Get;edeadlFl t.FlsslprarcldMxi;9sl esf`ieN e,td2t.rsss. rdaFhaa�'iet. mnTa,h!tsl'aa»sdMoCg sS brxrrgsxivit I ' Dd b;thtDeudxte clttththr Elsxts stlettradelDD�SEFrsY:usrst ryfe3ns Aftekild:afAa7wr'.Ssltrt xeaiu3AGpallitklEr FAudSt;LmreF�aWMttu`s101.1, fi4i #?mes sesru:r3:2ursD 5iaesatk ballOp',JR. kqx EepbWu(Tim Pasteane'd5s 44S15t 80083 Blvd. ;};liitf dStRtdkj t tEw'�i'�iyTttd StEF hYi:tl�tt [II(EYhSiRtl!eL Aetns Desifefkylrr is XDi N t� r ploi n%,a Faa:pshak5nre altsE k+ihat tSu}M!adhra;m a dveed if I'Er •i, to r hF02016A-I Rooliissses-AnAn LlambIII,P.L Rt rodutflonedihisdatument,inan f•ra..is roAS6itedwitbouFThewdren erminionSomA-1loofirnnes-AnIbee Lla.heIlk,P,L Fort Pierce, FL 34946 PY<D Y D Y- P P Y r BOTCHORD 2-23=-1830/1919, 2-24=-1657/1486, LOAD CASE(S) 18-24=-1657/1486, 18-25=-1014/873, Standard 17-25=-1014/873, 16-17=-1014/873, 15-29-966/906, 29-30=-966/906, 14-30=-966/906, 13-14=-966/906 WEBS 3-18=-385/561, 5-18=-428/614, 5-16=-920/1098, 6-16=-712/835, 6-15='-1346/1382, 7-15=-1284/1281, 7-13=-1164/1313, 9-13=-667/813 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 12, 475 lb uplift at joint 2 and 1321 lb uplift at joint 15. 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, nonconcurrenl with any other live loads. 3132 PLATES MT20 MT20HS 12 11 3x4 = 11- 0-0 0-9-12 GRIP 244/190 187/143 Weight: 231 lb FT = 0% f in 6 sfa�q•Aens:aru,�}rain&'Afit?a itDSSe('SEAA'y FE6A1!iEtstSttD!AFik1551€SiiTAj'L'!!A'IAng7 ^A7�4E'hra Yerlrin st¢e^wfsrsoasectt�:srr sins ittlp raa�ht lCi,edNf S2ncarT,FsraoO,tileMnnSketEdue ne.('kissckmiushsdwla 79"1, 9'1d! JVflff5sh ta�sedMhe lDDdie sa&d.lsafrnsDssirsFquen lEe.,4fa«hr amyRa sednngiCOrsArseasn>.ap sdwaxohss;uFl eaPxnrhfn:pusd+thMhrtett,�d&suglil5ass¢rsltlaRaT"xx6ali,ntnittd, ik'MipssxxpCeas,luiry aefG sle§i 1F Anthony T. T0E;160III, P.E. W. sifthinnhror;vldolrs++rnJtt Mi trate0>aede Ctxeftaafimir<latnivdet-ds{7mpa bherse�r�ka;s5e3t,tt&'ni»:4.dke,'Get;edeadlFl t.FlsslprarcldMxi;9sl esf`ieN e,td2t.rsss. rdaFhaa�'iet. mnTa,h!tsl'aa»sdMoCg sS brxrrgsxivit I ' Dd b;thtDeudxte clttththr Elsxts stlettradelDD�SEFrsY:usrst ryfe3ns Aftekild:afAa7wr'.Ssltrt xeaiu3AGpallitklEr FAudSt;LmreF�aWMttu`s101.1, fi4i #?mes sesru:r3:2ursD 5iaesatk ballOp',JR. kqx EepbWu(Tim Pasteane'd5s 44S15t 80083 Blvd. ;};liitf dStRtdkj t tEw'�i'�iyTttd StEF hYi:tl�tt [II(EYhSiRtl!eL Aetns Desifefkylrr is XDi N t� r ploi n%,a Faa:pshak5nre altsE k+ihat tSu}M!adhra;m a dveed if I'Er •i, to r hF02016A-I Rooliissses-AnAn LlambIII,P.L Rt rodutflonedihisdatument,inan f•ra..is roAS6itedwitbouFThewdren erminionSomA-1loofirnnes-AnIbee Lla.heIlk,P,L Fort Pierce, FL 34946 PY<D Y D Y- P P Y r Job Truss Truss Type QtY Ply A0173735 XCAS6512AMBL D07 Half Hip 1 1 Job Reference (optional) W-d new R iQ•17.9ri 9n17 Pane. N I Root I [UbbU5, 1-- 11 a•ra , w�ynVo ��..�.�.w. 3x8 MT20HS-- 5x6 3 4 I n1 2 A 0 22 23 17 3x6 = 1.5x4 11 4.00 12 5x8 = 5 ID:amP6bxencrcGzclW 1 24 16 L 15 25 26 3x6 i 3x4 = 3x4 = 3x6 = 1.5x4 11 6 7 8 14 27 28 13 12 5x6 = 3x6 = 3x8 = Dead L ad Defl. =114 in $x6 = 9 i I V5 1 I� I I m 29 30 11 10 3x4 = 41-10-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wei Ud PLATES GRIP TLLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.37 15-17 >801 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 6.80 Vert(TL) -0.66 15-17 >453 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 HOrz(TL) 0.06 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 223 lb FT = 0% tUMBER- TOP CHORD 2x4 SP M 30 *Except` T3: 2x4 SP Ni BOT CHORD BOT CHORD 2x4 SP Ni 2-22=-2148j2105, 2-23=-1592/1489, LOAD CASE(S) WEBS 2x4 SP Ni 17-23=-159�/1489, 17-24=-1592/1489, Standard OTHERS 2x2 SP No.3 16-24=1592/1489, 15-16=-1592/1489, BRACING- 15-25=-251I/242, 25-2fi=-251/242, TOP CHORD 14-26=-25111242, 14-27=-921/856, Structural wood sheathing directly applied or 2-2-0 oc 27-28=-921I1856, 13-28=-921/856, pudins, except end verticals. 12-13=-9211856 BOT CHORD WEBS Rigid ceiling directly applied or 4-4-14 oc bracing. 3-17=0/381, 3-15=-1342/1423, WEBS 5-15=-370/ 40, 5-14=-1525/1469, 1 Row at midpt 6-14=-12951/1305, 6-12=-1138/1302, 3-15, 5-14, 6-12, 9-12 8-12=-653f797 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in NOTES - 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust)' accordance with Stabilizer Installation guide. Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS REACTIONS. (lb/size) (envelope)and C-C Exterior(2) zone; cantilever left 11 = 409/Mechanical 2 = 988/0-8-0 (min. 0-1-8) and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate 14 = 2447/0-5-8 (min. 0-2-14) grip Di j 25 Max Horz 2 = 427(LC 8) 2) Provide'adequate drainage to prevent water Max Uplift ponding. - 11 =-243(LC 9) 3) All plate are MT20 plates unless otherwise 2 =-507(LC 8) indicated. 14 =-1265(LC 8) 4) Plates checked for a plus or minus 0 degree rotation about its center. Max Grav 5) This truss has been designed for a 10.0 psf bottom 11 = 444(LC 2) 2 = 988(LC 1) chord live load nonconcurrent with any other live 14 = 2447(LC 1) loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle -6-0 tall by 2-0-0 wide will fit between the Max. Comp./Max. Ten. - All forces 250 (lb) or less except bottom chord and any other members, with BCDL = when shown. 10.Opsf. TOP CHORD 2-3=-1645/1209, 3-4=-335/101, 7) Refer to girders) for truss to truss connections. 5-6=-856/921, 9-11=-328/336 8) Providei mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at BOT CHORD 2-22=-2148/2105, 2-23=-1592/1489, joint 11, 507 lb uplift atjoint 2 and 1265 lb uplift atjoint 17-23=-1592/1489, 17-24=-1592/1489, 14. 9) This truss has been designed for a moving 16-24=-1592/1489, 15-16=-1592/1489, concentra♦ed load of 200.01b live located at all mid 15-25=-251/242, 25-26=-251/242, panels and at all panel points along the Bottom Chord, 14-26=251/242, 14-27=-921/856, 27-28=-921/856, 13-28=-921/856, nonconcurrent with any other live loads. .. 6ai {PL+w;rrnyJ,+min be'1d 4,�iRO51;i'� SEttEi'p FERDstIft4S ttUliJ;w75tF:1GUj78!OjfCL%9h•.�f.YfY711ore. rnip/eCgpnrz�",is¢3reslests; n ka:n!s C::I;eCmGiilQ[Jnl�k(Sasr i, ieraaGtrf Uk!m 3lnSFdera ssa �rs:e�rsee �d u3t ;t-0, reh Wiei:e�rUerp4et stClresdfn 6t lCQroknfii iltiha;a•.ia;ghee¢:yFprraCr igaaery"esMnafTGprrdru%!asaep.zedtte>:e!n:.nal!�rnrh;vr:;rtrr+li ledr5er'Gnlnt!EuetrW'e)u!!!ttgnsih[S!Rd!ocrn,6!Cards u5etragedane8x.liarsi}u,bhrr'm>;tSeut,2t to fietniRtfGesfe;bLns isltaNnntiSOntr; utellFl l.:trk:rpnszaptia; Ea'ap 2rtfrn,uAdt3; RSwt4a lzd t�La;:ai!mARu. rary;mddnel;JaluE`k�i ,rtd3r iusL lags kshiq:,b7<imarlaraag!FeGt•6nr,;n, � Anthony T. Toi17b0 IIf, P.E. #80083 'RAXo;G9;t5lrY nirnhtt'H.i?eirt!!I6Vr9tiY1:Qn1h3 ptsl<!5¢Lqi{Re9Ti!laiNd9r tf&'�i1m'.SVGj Einl& i8i{6�Fs}IIL7:�Ei rflf4d 1N1 QntrJm°�tif(iSd'Clr'1,3ID4,SE�'!Et'Rn 9Ef!!p}S4fi!n:!IOdi�l�iSd6(S;eSS QIS154r, It9iF QiYn FBpStIt QCiRR 'id�!Qilt(,Nlfii 4451 St, Lucie Blvd. �:tn*rseXetadtierezanJ xgerlrynb+n3opErnXiutirs:nrOel Tel ns 7esiF(t{xrE XS:kf kidrpetSg+x,w irenSphpEi;iseet cttntc:tiep, i„agdaulinn;ma;Cteialirl. Fort Pierce, FL 34946 � Cn E Ef@ii116A-I Laafirnises-Anl4^ Liom6o III, P.E ?t radaUion nitM1is dammente is no f^r^, ii ta6i6itrd.A6stellM1aariGen ermissienlmm 0.-I?oaiUctsns•AalXec l.lom6ol11: P.E. PIT 4 -nY P Y-- P P Y Job Truss Truss Type Qty Ply XCAS6512AMBL D08 Half Hip 1 1 A0173736 Job Reference (optional) • • •--• • •---�• • • •�• - �,� �� y•.. ,...�,..,. ,�., , U —11 F1111s. 0—U b NUV 14—if IVII 1 CR IIIOIabnle5, Inc. vveo Uec t) l3: 1 I:ZU zu, f rage, 0-0 12 4.00 12 Dead Load Deff. = 3116 in 6x8 = 3x4 = 3x6 = 1.5x4 11 4x6 = 5 6 a a 3x6 = 1.5x4 11 8-1- LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20147rP12007 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 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 5-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide . REACTIONS. (lb/size) 11 = 445/Mechanical 2 = 1010/0-8-0 (min. 0-1-8) 14 = 238910-5-8 (min.0-2-13) Max Horz 2 = 384(LC 8) Max Uplift 11 = -249(LC 9) 2 = -527(LC 8) 14 = -1227(LC 8) Max Grav 11 = 455(LC 2) 2 = 1010(LC 1) 14 = 2389(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1782/1385, 3-4=-683/449, 4-5=-591/472, 5-6=-822/888, 6-7=-259/154, 7-8=-259/154, 8-9=-259/154, 9-11 =-361/371 BOT CHORD 2-21=-1944/1945,2-22=-1702/1620, 16-22=-1702/1620, 16-23=1702/1620, 15-23=-1 702/1620, 15-24=564/573, 24-25=-564/573, 14-25=-5641573, 1J 14 5x6 = 5x6 = 3x6 — CSI. DEFL. in floc) I/deft L/d TC 0.84 Vert(LL)-0.3314-15 >890 360 BC 0.72 Vert(TL)-0.5114-15 >587 240 WB 0.91 Horz(TL) 0.06 14- n/a n/a BOTCHORD 2-21 =-1 944/1945, 2-22=-1 702/1620, 16-22-1702/1620, 16-23=-1702/1620, 15-23=-1702/1620, 15-24=-564/573, 24-25=-564/573, 14-25=-564/573, 14-26=-888/822, 26-27=-888/822, 13-27=-888/822, 12-13=-888/822 WEBS 3-16=0/348, 3-15=-1131/1214, 5-15=314/618, 5-14=-1704/1616, 6-1441334/1373, 6-12=-1122/1291, 8-12=- 623f761. 9-12=-163/278 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) 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 20.0p4 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 249 lb uplift at joint 11, 527 lb uplift atjoint 2 and 1227 lb uplift at joint 14. 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, nonconcurrenl with any other live loads. LOAD'CASE(S) Standard I 1^ i� �1 lit ,Z - - 11 10 3x8 = 3x4 = 41-9-4 41-1.0-0 8- -o 0- -12 PLATES GRIP MT20 244/190 Weight: 217 lb FT = 0% y '¢aap•fleestCara3 Jrntir sN'lI rD MUBBrfttW&01 LrMI sONDi;13K rF:16N{'b7!D'I};tN7q;;pEy gl�iyx,tni{kcprranusviaeeteeanikximsh:Ip n:arilD[;W�3s:aNmi.lsrmN,rEUMtectSYMEtfue nt D#tstsG�; as°#el nSa itG,ntr Yc elumrAsp aesfMEtn4ia rx16DdHnGl lsaionhslysEt{asa{u, tctN{ Kar}.e st sa�lDDnatn:ta>;u{Iaxe ktstha.sxJaspstnhirtsp+vt+[2{la rattsyad6esu3pLnsi'trztNmpei'+DNtratgtna, iwauiaus=�p e.t�s:-gntr.-�ttt,s�ha ,. Anthony T.TombollI,P.E xdntd6ls insstueerQ3E>xln:art;(stsd[nrilftDsaet,fiaC.stistxmlrsftEWnfle '8aiitsl{aas,it Gtsr a9aJf,lt6: ui6 txdl,€dv;,slemllA t. rsegpsrddUti aiery SeNaed'..t isntas. qs—Jabsnnie,a9reransdkeErts!¢&6e ruo+pssiii7{d #80083 ' 8th lbjhaan srlrttN.W,i3ml settsrtrketlDmlfu{rrtas ett4imse..toD,i} Ggaaz:fdt'{I$ax ait6flpUisfjit}NtslW1V1fdUW!llugttec101Wk ir411Emes3ensrtaevmnlltln a'. ftfms 9e4W.. cross Nov rnprtr fl-PahLne.sclss -: shake lt(nt! tte rJ nlgttbwsln t{aN annwral!t4 iltl ass Das Ee' ss Nlt Ya grlk ctt tt rntsf5attn Isttssl heiela .lD sls'rndirmmatefad itlFtl. 4451 rtPer Lucie 3494 Fort Pierce, FL 34946 rapyriiibt02DIbAl loci hasas-An@anyl.lomboill,P.F.¢eproduatinnafabisdomaaem,iaaay€arm,isprobihiltUdhanthe wria npermissiaallomA-1¢oofifases-Amhanyl.tarbaIII:U Job Truss Truss Type Oty Ply A0173737 XCAS6512AMBL D09 Half Hip 1 1 — — .__ ... ,....-. ,.__......... _ .,_.. Job Reference (optional) ,., .,n,1 ...r_i. ---- v..,. Inr—.4 ne, v: i a•17•'�a -31`117 P.— Al KOOT I Nsses, ron merce, rt_ a-U, J U LS ,wu i JFL 0-0 12 Dead Load DeB. = 3/8 in 4.00 12 5x6 = 3x4 = 3x8 MT20HS= 3x6 11 4x6 = 3x4 = 4 5 6 7 8 9 1 5x8 i 3 J 3/ 4 5 n 3IS Iv �1 2 I j �I ao s+d o 0 22 23 17 24 16 15 25 14 26 13 12 27 11 10 3x6 _ 1.5x4 11 3x8 — 3x6 Sx6 3x6 — 3x8 = 3x4 = 6-8-0 13-10-8 24-9-0 33-2-4 41-9-4 41- 0-0 6-8-0 7-2 8 10-10-8 8-5 4 8-7-0 0 -12 Plate Offsets (X Y) [3.0-4-0 0 3-0] [11.0-0-8 0-1-81[14.0-3-0 0-3-01 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP T,CLL 20.0 Plate Grip DOL 1.25 TC 082 Vert(LL) -0.56 14-16 >527 360 MT20 244/190 MT20HS 187/143 TCDL 15.0 Lumber DOL 1.25 BC 0f93 Vert(TL) -0.97 14-16 >307 240 BCLL 0.0 ' Rep Stress Incr YES WB 0�81 Horz(TL) 0.05 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 216 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except* T3: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 2-22=-1569;1612, 2-23=-1851/1792, WEBS 2x4 SP No.3 17-23=-185� /1792, 17-24=-1854/1787, OTHERS 2x2 SP No.3 16-24=-1854/1787, 14-26=-1013/951, BRACING- 13-26=-10131951, 12-13=-1013/951 TOP CHORD WEBS Structural wood sheathing directly applied or 4-11-12 oc 3-17=0/3081 3-16=-993/1109, purlins, except end verticals. 4-16=-137/307, 5-16=-828/960, BOT CHORD 5-14=-1500f1474, 6-14=-1190/1215, Rigid ceiling directly applied or 2-2-0 oc bracing. 6-12=-129511454, 8-12=-660/804, WEBS 9-12=-188/316 1 Row at midpt 3-16, 5-14, 6-12 NOTES- MiTek recommends that Stabilizers and required 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf: cross bracing be installed during truss erection, in h=30ft; Cats 11; Exp C; Encl., GCpi=0.18; MWFRS accordance with Stabilizer Installation uide. (envelope) and C-C Exterior(2) zone; cantilever left REACTIONS. (lb/size) and right eiposed ;C-C for members and forces & 11 = 455/Mechanical MWFRS fo reactions shown; Lumber DOL=1.25 plate 2 = 1012/0-8-0 (min. 0-1-8) grip DOL=1.25 14 = 2377/0-5-8 (min. 0-2-13) 2) Provide adequate drainage to prevent water Max Horz 2 = 341(LC 8) ponding. 3) All plates are MT20 plates unless otherwise Max Uplift 11 =-247(LC 9) indicated. 4) Plates checked for a plus or minus 0 degree 2 = -537 LC 8 rotation about its center. 5) This truss has been designed for a 10.0 lost bottom 14 =-1211(LC 8) chord live Ibad nonconcurrent with any other live Max Grav - 11 = 455(LC 1) loads. 2 = 1012(LC 1) 6) ' This truss has been designed for a live load of 14 = 2377(LC 1) 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. FORCES. (lb) less 7) Refer tolgirder(s) for truss to truss connections. Max. Comp./Max. Ten. - All forces 250 (lb) or except 8) Provide pechanical connection (by others) of truss when shown. to bearing plate capable of withstanding 247 lb uplift at TOP CHORD 2-3=-1947/1585, 3-4=-980/733, joint 11, 537 lb uplift atjoint 2 and 1211 lb uplift atjoint 4-5=-844f786, 5-6=-951/1013, 14. 9) This truss has been designed for a moving 6-7=-305/183, 7-8=-305/183, concentrated load of 200.01b live located at all mid 8-9=-305/183, 9-11=-369/386 panels and at all panel points along the Bottom Chord, BOT CHORD 2-22=-1569/1612, 2-23=-1 851/1792, nonconcur�ent with any other live loads. 17-23=-1851/1792, 17-24=-1854/1787, 16-24=-1854/1787, 14-26=-1013/951, 13-26=1013/951. 12-13=-1013/951 LOAD CASE(S) Standard ) .. tivtsq•fleast r»yhfaaatit'Ad R; 7tOSS5fiittTC'yrfFdst'tYR`.ttgA"".iirlrftlAix{'bl!ajdri>i9d',S"+SD rlaa. rtri(hir? Iev tvttavatvdtsalzs rust EtilpP'AivifitV SIMS hn';y 1. 1161 RIFIVIVIMSt'dhha III, Dom 4j'Sin r+Pah,ntn lHa. `a hup nisxptzas,i d"W?;C9,a11 t; ent t,trhbet; tEl t1:inNM;LYfti .tlfitdfa6tS6&h4f nla rii Tni4'rt:ipte;iala i_t.}tC3llf(�Nilyll St�aiatJTtQtK(PSL1gkiFrA atltedWt lnn MartsitajaterrfatidrndLsDlttt,avCas�s a5autta}etlaOltd C.p.esgw arxt tlallt:iC,2t6.ald:lydl'Gv;;vttirA;ii {a1SirEh tvti!appnhpari;saps(c;taktttsipdritu;;bTressit;aHmGt 1. lleN;rvstl d8v1;J1aiu;5diredit:nsi,witiyisd�ydvn},a tdtut€ilia:¢p t6vC66t ssgteJ4d vt Anthony T. Tombo 111, P.E. .j'80083 9.etmYa;Clips: atrleha[w. 4gunsstlsigdvPgathv;rW s�[a3r:`ntsttatx(t®RGc}rizGSda'gi sartw �Siiatfiildh Ulad S!:imreFneeeDtugnsrifpifnn, iriESsAaes3a n7va,i :R,saatft,(n a!teti,+is6vie t.lns R;cp Ea;swat urs ditlna.evini 4451 St. Lucie Blvd. dtveinddn I(dadv"tsgx brtInt?11il ira0sh Tei:sxPasip& 11 Rai N1v&;tsilp,aaTrus'}+Ha Ftymrnda!P`ite;.k"a{Av'atdteresmr. ivEtedplltk, Fort Pierce, FL 34946 •Lopyrigtiel2015A-1goal Ifasses-Anl6aeyl.Jamb 111,P.E Raproduditadidisdoroment.inany Into, is�m6i6ited:A6aa11M1earAttoptrmissioahomA-16aoiirnsses-Ani6a+yl.TomSolll;P.E Job Truss Truss Type f Qty Ply XCAS6512AMBL D10 Half Hip 1 1 A0173738 Jab Reference (optional) .. ---...___--, . _...._.__, . _ .. .......y..`.................,�.. � .- H —1-1 — cu t r Ivd 1 cR niuubmeb, ntc. vvea uec O lJ: 1 /:Z/ LUl / rage i I D:amP6bxencrcGzcl Wl dozkBzv95J-hzWfnxFuHBrmuhZsZswLVXZDSHuulhigwz?ulZyBhT6 14- 2-11-0 8-0-0 11-10-8 15-2-0 195-14 24-9-0 33-2-4 41-9-4 41- -12 1 4 2-11 4 5-0-12 3-10-8 3-3-8 4-3-14 5-3-2 8-5-4 8-7-0 0- -8 4.00 12 6x6 5:- 2x4 II 2924 23 30 31 1.5x4 11 3x4 = 1918 3839 3x6 = 3x6 = 5x8 = 3x4 11 2x4 11 3x4 = 1-10-8 3x4= 3x10 = 3x6 = 1.5x4 II 17 40 16 41 15 14 4x8 = 4x6 11 3x6 = 4x10 = 33-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.50 23 >592 360 TCDL 15.0 Lumber DOL I.25 BC 0.76 Vert(TL) -0.77 23 >386 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.23 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B5,B2: 2x4 SP No.3, B4,B6: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-5-10 oc bracing. Except: 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 8-17, 8-14, 11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 13 = 199/Mechanical 2 = 895/0-8-0 (min. 0-1-8) 16 = 2782/0-5-8 (min. 0-3-5) Max Harz 2 = 298(LC 8) Max Uplift 13 =-142(LC 9) 2 =-463(LC 8) 16 =-1405(LC 8) Max Grav 13 = 308(LC 32) 2 = 895(LC 1) 16 = 2782(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/64, 3-4=-1545/1223, 4-5=-641/463, 7-8=-796/804, 8-9=-309/315, 9-10=-309/315, 10-11=-309/315 BOT CHORD 2-29=-4089/4194, 3-32=-1398/1447, BOT CHORD 2-29=i-4089/4194, 3-32=-1398/1447, LOAD CASE(S) 32-33=-1398/1447,33-34=-1398/1447, Standard 22-34,=-1398/1448, 22-35=-1397/1446, 21-35=-1397/1446,21-36=-496/572, 36-37=-496/572, 20-37=-496/572, 6-20=290/347, 17-40=-2277/2118, 16-40=-2277/2118,16-41=-2277/2118, 15-41 =-2277/2118, 14-15=-2277/21 18 WEBS 5-21=; 309/467, 5-20=-630/627, 17-20=-788/755, 7-20=-964/1065, 7-17=04/910, 5-17=-1673/1878, 8-16=i2622/2489, 8-14=-2001/2254, 10-14= 6541798, 11-14=-390/384, 4-22=,83/382, 4-21=-971/998 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) 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 20.0p9f 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 142 lb uplift at joint 13, 463 lb uplift at joint 2 and 1405 lb uplift at joint 16. 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. Dead Load Den. =1/2 in —11 i n �;o is 0 42 13 12 3x4 = PLATES GRIP MT20 244/190 Weight: 226 lb FT = 0% .. tsrxtj•Phdralrr,•'jjrerirrtk'Ait?a R4SS&('fEtta'y ROLti4j'SGUMN 1i1f:1@N(€fi8'IA:559�,W"E1LYt'rnm.lnlylrep pin:e4sadlrfie�±sd(�9'dts ESr7Attl�¢ijiCp;ddtiriphri.?sria0,ril:lnnu34tttlderc rsx Ue'sc �!rsiu a^�iwSe �,dl, Sfi;dtrad;Imp1Yn titvkrs.'drgLtlthh's4 rrGi t!tian:nyAErak!n(:.yS�Csib'rriunb4lfrx'dr�iCPnxesaF:axuphor�ih�etnriditRieennrcr�ds?+4CttdRrletigtd6aspgbTrnrnl �dwP.tt9Drrir,rtlr4ln I.iYr&;gxnti:=yaaa,r»,Islydd.�ds, ssMi.% Anthony T. Tombo I11, P.E. r-0ror'ILf lrmhdrjrlEtpdrnlusgrEja'sk7+ser,d:C*sdsn."audtjelnllel Egaes per,urx4.Astie7;ieR:Wdtln;dRd3ut�a'.Ix%7HI. TsealFmnldlfln�ed e¢ttiaHa,t1 t.fabaixuetsa2uyttxye,xpraE�dmlHtC�tM;lerxf:ipdili3t�'80883 ' lhbf&jnt F. t&e". tttlii SA [QDfjlTr�4{(tSrrAW15 @{[s A61ST�SlI eWG�tl&j1H«{git �dERM tt{u51.��y itt tit ixl dt ditldE idjFS^Cf {41tdT, in•I �k!@n SilttEULk3F4ttltf*'Id 9rn1)(RS iPfijdl. rlJ3!t?i9 EttTnttpr.r4lsY itl9�J,ftrnf t1s4*itl i4isrtjittdrT ee! 6rrah Ertl' aneshntnE leLds.ei ti s 4451 St. Lucie Blvd, • �d Re j, j rpjixsHN�l3tRt'tjtjissijas;wTtrtjSjRtdjijird•ddjlM'fitj,t¢jih.getk.crin/tt.:,sttpliN, Fort Pierce, FL 34946 topyriql1t02016A-1Rodliesses.Am6ony1.Tomb III, P.E, iepreduuiondilisdammot.ingay lymispra316itedritdggtIlia writlenpermissQflhomA-1Rod Trams -Aathaoyl.Tgm6gIII,P.L Job Truss Qty PIY A0173739 XCAS6512AMBL �russTye D11 Half Hip 1 1 Job Reference optional Al rcooT trusses, rort rnx aet, = - 4.00 12 5x8 4 3 to 1 2 31 32 0 2722 2128 29 3x8 = 3xB = 3x4 II 3x4 = 20 1.5x4 11 33 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industr es, Inc. Wed Dec 6 13:17:28 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-9A31_GF W2UzdWr837aRa l l6PGhAnUBlz8dkSH0yBhT5 e Oe_o_n _ as-9-in 41-10-0 42-6t-0 3x4 = 2x4 11 3x6 = 3x10 = 3x6 = 1.5x4 11 ._ 5 6 7 —8 9 10 1817 35136 16 37 15 38 14 13 5x8 = 4x8 = 4x6 II 3x6 = 4x8 = 2x4 II 14-8-0 15-2-0 19'5-14 , 24-9-0 Dead Load Defl. = 11/16 in 4x6 =11 W5 L 19 39 12 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP T,CLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.62 3-20 >480 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0191 Vert(TL) -0.99 3-20 >300 240 BCLL 0.0 ' BCDL 10.0 Rep Stress Incr YES Code FBC2014ITP12007 WB 0�90 Matrix-MSH Horz(TL) 0.28 15 n/a n/a Weight: 212 lb FT = 0% tUMBER- TOP CHORD 2x4 SP No.2 *Except` T1: 2x4 SP M 31, T4: 2x4 SP M 30 BOT CHOR BOT CHORD 2x4 SP No.2 *Except* 2-27=-468114815, 3-30=-1006/1154, LOAD CASE(S) 131,133: 2x4 SP M 30, B5,B2: 2x4 SP No.3 30-31=-1006/1154, 31-32=-1006/1154, Standard WEBS 2x4 SP No.3 *Except* 20-32=-1006/1155, 20-33=-1008/1170, W7: 2x4 SP No.2 33-34=-1008/1170, 19-34=-1008/1170, OTHERS 2x2 SP No.3 5-19=-342/413, 16-37=-2430/2206, BRACING- 15-37=-2430/2206, 15-38=-2430/2206, TOP CHORD 14-38=-243b/2206, 13-14=-2430/2206, Structural wood sheathing directly applied or 3-1-8 oc 3-22=-200/252 purlins, except end verticals. WEBS BOT CHORD 4-20=47/407, 4-19=-883/856, Rigid ceiling directly applied or 3-3-3 oc bracing. Except: 16-19=-760)743, 6-19=-1044/1206, 10-0-0 oc bracing: 17-19 6-16=-857/t,39, 8-16=-1744/2013, WEBS 8-15=-251412354, 8-13=-2156/2471, 1 Row at midpt 10-13=-653n98, 11-13=-300/268 8-16, 8-13, 11-13 MiTek recommends that Stabilizers and required NOTES - 1) Wind: ASCE 7-10; VuIt (3-second gust) cross bracing be installed during truss erection, in DL=5.Oh Vasd=132mph; HVHZ; TCD5.Opsf; BCDL=5.Opsf; accordance with Stabilizer Installation uide. h=3Oft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left REACTIONS. (lb/size) and right e4posed ;C-C for members and forces 8t 12 = 256/Mechanical 2 = 944/0-8-0 (min. 0-1-8) MWFRS fo reactions shown; Lumber DOL=1.25 plate J,.25 - 15 = 2675/0-5-8 (min. 0-3-2) grip DOLT 2) Provide drainage to prevent water Max Horz 2 = 255(LC 8) �dequate ponding. M2x Uplift 3) Plates checked for a plus or minus 0 degree -160(LC 9) rotation about its center. 4) This truss has been designed for a 10.0 psf bottom - 2 =-497(LC 8) chord live nonconcurrent with any other live 15 =-1338(LC 8) Tad loads. Max Grav 12 = 339(LC 38) 5) ' This truss has been designed for a live load of 2 = 944 LC 1 20.0psf onthe bottom chord in all areas where a 3-6-0 tall by 2-0-0 wide will fit between the 15 = 2675(LC 1) rectangle bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except 7) Provide mechanical connection (by others) of truss when shown. to bearing plate capable of withstanding 160 lb uplift at TOP CHORD joint 12, 497 lb uplift at joint 2 and 1338 lb uplift at joint 2-3=-280/90, 3-4=-1268/938, 15. 8) This truss has been designed for a moving 4-5=461/245, 5-6=-448/231, concentrated load of 200.Olb live located at all mid 6-7=-743/743, 7-8=-743/743 panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrent with any other live loads. 2-27=-4681/4815, 3-30=-100611154, 30-31=-1006/1154, 31-32=-1006/1154, aQsz}•erntat�a+rn�5te'tidaanor>•>I'stue�bitauttTi}usarn§:rrarzieti:xnriris:u�m:xr+Lar�RS�.rt�r.rrc}:pz•unn�aS�tRd.S �,StRe:yRnv.m}pornmrrt=,rnrt.aawiartrte:tsustrd}tnteRt�t.:e�ruRw.a+n�itn,nk 4iid•rQeAr}kttsez=kntiEa 6e lt6b§e n53. 0.5tiA:s:tilp(t}i%enia,!}eratry:yrsea'ytf 5edwagTFSrr�tRe zdnedn�s/nnlnurrtda}ueerr.}n�idupti§z6.nctltCwuSrraQueigQiQdatcER}gmpa,»frrmntaet:U,2e¢;Qictts�trz'Ga;rf:ertiRLTuytn,ddCuUGQfa}gdfrtd.ttTnst�++tu}uT},Doge,iarmfstlrecg54d11aexu5ateui}d nxStpRxidCt;tkt::nd!gi eh}K:}m:iltMfiretst;adEeva}ttLnS iR}ISdtoOei:IInh.eettr lrN. �kelnt}tes aa}aa: h�3s}xR6fsts, srhbfe; -: Anthony T. Tombo III, P.E. #80083 ' NW.61}'gp 01(cer"t.IMi Sd whitli;gQr6}}fAti/f Qrr ltYHtSc�B �}0jr12}R:Gt}�F}iBYYdiRC i�}ii�}t{�iS�r}t}it£lit`if OffPrd(Rl'6�4(r«^d°q�88.'e.i}}i �fiiie5 �flti}nSLiRA:4l nrdflnd�l i'nS:PL�ft rtitSQ{L3 rt[@'te tQi iStif 'i.�±3Qritt•SS)655 44515t. Lucie Blvd. :g5.inaruet§pe(sreaRQfg brrsn}nerpmesxehra^,tt.nsot}ijiSearktreu}}x.ses�ir5ugt}Qndsp§:E=}.d:QprtR:Qdm®:mQa+aaai}ta, Fort Pierce, FL 34946 [opyrig4it''iDi6A-t&neiTterus-Ambeeyi.lem6n 111,p.E, fitpmdutfiea ait6ir daenmenL in any G:rm,is P.E ToMitrd.rit6aa116eridueft purrW.anhem A -I Perot inries-Aot6ccyl. Tor6u 11i, Job ss Truss Type Qty Ply XCAS6512AMBL 12 FD Roof Special 1 1 A0173740 I Job Reference (optional) 3-8-0 4.00 F12 5x8 = 4 3 . �1 2 0 30 31 32 20 33 2722 21 28 29 1.5x4 II 3x8 = 3x8 = 3x4 II 3x4 = —H r o <u l r rl11le. o. l— S IYUV I Z ZU t 1 eVlt 1 eK inuustai ID:amP6bxencrcGzclW 1 dozkBzv95J-dMdQCcG8pe T-5-13 24-9-0 33-2-10 3-13 5-3-3 8-5-10 3x4 = 3x4 = 3x6 = 3x12 = 3x6 = 1.5x4 II 5 6 7 — 1 9 10 1817 3536 16 37 15 5x8 =2x4 II 4x8 = 3x6 II 24-9-0 38 14 13 3x6 = 4x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip IDOL 1.25 TC 0.99 Vert(LL) 0.57 21 >519 360 TCDL 15.0 Lumber IDOL 1.25 BC 0.88 Vert(TL) -0.90 21 >330 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.29 15 n/a n/a inc. vvea uec b 14:1 d:Z`J ZU1 / rage 1 7?iFhHzpayD(C5)CTDcg7NHU?pSyBhT4 41-10-0 42-er0 8-7 6 0-8-0 Dead Load Defl. = 518 in 4x6 =11 l o nr o 39 12 3x4 = PLATES GRIP MT20 244/190 BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight: 207 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except' } T3: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30'Except* 2-27=-4509/4757, 3-30=-1469/1700, LOAD CASE(S) B5,B2: 2x4 SP No.3, B4,B6: 2x4 SP No.2 30-31=-1469/1700, 31-32=-1468/1701, Standard WEBS 2x4 SP No.3 *Except* 20-32=-1468/1701, 20-33=-1471/1721, W7: 2x4 SP No.2 33-34=-1471/1721, 19-34=-1471/1721, OTHERS 2x2 SP No.3 5-19=-451/540, 16-37=-2501/2195, BRACING- 15-37,=-2501/2195, 15-38=-2501/2195, TOP CHORD 14-38=2501/2195, 13-14=-2501/2195 Structural wood sheathing directly applied, except end WEBS verticals. 4-20=-41/416, 16-19=-611/607, BOT CHORD 6-19 1300/1534, 6-16=-843/807, Rigid ceiling directly applied or 3-2-6 oc bracing. Except: 8-16=,-185312191, 8-15=-2394/2215, 10-0-0 oc bracing: 17-19 8-13=i 2291/2680, 10-13=-648/792, WEBS 11-13=-185/262,4-19=-803f704 1 Row at midpt 8-16, 8-13, 11-13 NOTES- MiTek recommends that Stabilizers and required 1) Unbalanced roof live loads have been considered cross bracing be installed during truss erection, in for this design. . accordance with Stabilizer Installation guide. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vas1=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; REACTIONS. (lb/size) h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS 12 = 325/Mechanical (envelope) and C-C Exterior(2) zone; cantilever left 2 = 99010-8-0 (min. 0-1-8) and right exposed ;C-C for members and forces 8r 15 = 2560/0-5-8 (min. 0-3-0) MWFRS for reactions shown; Lumber DOL=1.25 plate Max Horz grip DOL=1.25 2 = 218(LC 8) 3) Provide adequate drainage to prevent water Max Uplift ponding. 12 =-181(LC 9) 4) Plates checked for a plus or minus 0 degree 2 =-527(LC 8) rotation about its center. 5) This truss has been designed for a 10.0 bottom 15 =-1269(LC 8) Max Grav psf chord live load nonconcurrent with any other live 12 = 380(LC 20) loads. 2 = 990(LC 1) 6)' This truss has been designed for a live load of 15 = 2560(LC 1) 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 FORCES. (lb) bottom chord and any other members. Max. Comp./Max. Ten. - All forces 250 (lb) or less except 7) Refer to girder(s) for truss to truss connections. when shown. 8) Provide mechanical connection (by others) of truss TOP CHORD to bearing plate capable of withstanding 181 lb uplift at 3-4=-1817/1441, 4-5=-11371799, joint 12, 527 lb uplift at joint 2 and 1269 lb uplift at joint 5-6=-1013/693, 6-7=565/573, 15. 7-8=-565/573, 8-9=-296/132, 9) This truss has been designed for a moving 9-10=-296/132,10-11=-296/132, concentrated load of 200.01b live located at all mid 11-12=-301/285 panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrenl with any other live loads. 2-27=-4509/4757, 3-30=-1469/1700, %v^Js;•Pose„srx;`il;mnxkn'4105:11 sarmaq EipJt€i!!?,:aCP4"flA351€SitN€'C3![r'ISCSAO.s7Cl'i51'tua, SaiddscR;aozf:isvdreKtdneks;rtssC;Ap.T.+iy[ICC Rdile 3ft!¢n,1.ItwaN,r.E.Ukissse SDeette(ca�sx rst ei:;a sS€sduts TA,rtN sl.-Jor::n 09It n4fa 6t ICE bll yard h Ibis 4:h{sE me t,S;,e rr tarp"s nAes nariCprexne uwd#me dped:dtuitsd ryneuirymgns'a4'i Ss WtePpd[atsu;ULnsd pdedmWlCOtth,eetu tad. €Utssrtu, aa,:,lxs yued3xt, srMrld Anthony T. Tombo 111' P.E. .xdnedlllsinntartrC�i6>;asrrrrsroHnrSNsO.ur,s�Caetfss.:aauelt;WrrMlzta;7esa+ruf>,r,a1d@v.W,6tel �lndlzt�cgmd:ri iad. tieyPerddUel.pMur uiiri eiiaLecs.3i eto93a'iapdmq,C.geCrneseiicagtSd:ieSerzytt.iUd - 380083 ' &el:lis;CeA��elCttaoter. t7enssdMti7tUi�tultu;rySas ¢dga#ues9@tUtdn;UspxMSd'; 6':.cs izv;te(,'lfiAiasilr iawdS6;Avnefirtec�farrerm(;Alsn2. ii9d der®»desegasm'.d'asuddnas a'Relnss Sesigm:bass h.a Eeraa ud irtnua sdgx,��ns 44515t. Lucie Blvd. sfatwWAstdsgt(ervA srselgetU'aUi�lrctlrgtinxrUmd. llel ss Onip�Ultaeuis MSi)rlute;iasgax,tslmsS;straFe;rzendasimYi:;. ,: npAsurdh!cf mos 8w4adAirki. Fort Pierce, FL 34946 Co ti M�1PI6A-1&uutttxsses-AntOCa 1.InmCela,P.E b rtduuitnd1hisdemmeaLinuo !cmid so6i6tttdMilhuultAewtiaea erdissioaftemA-lletflrussts-When I.Inmbill;P.L PY s Y P Y,- P P Y Job Truss Truss Type Qty Ply A0173741 XCAS6512AMBL D13G Roof Special Girder 1 2 Job Reference o tional !-a.. .. E.,.. En1e.a no.. a •1 a•x�•v� �n�7 P��o Al KOOI I ndsses, Tort vierce, rs. a4avo, ueslgnVa I L-b 111 ,.I ::. ..,.y ... ._ __ I D:amP6bxencrcGzclW 1 dozkBzv95J-1 xJYgell6jl 2-11-4 9-2-0 12-2-0 , 15-2-0 1 18-0-12 1 24-9-0 30-8-9 36-6-7 1 Dead Load Defl. = 9116 in NAILED NAILED NAILED NAILED NAILED 4.00 F12 5x6 = NAILED NAILED NAILED NAILED NAILED NAILED 4 5x8 = 2x II 4x4=NAI ED 4x16 = 3x6 = 154 I I 3x8I=3x4 I I 6 29308 3 32 31 365 39 12 40 3 07 o li_ �1 221�, 21 0 44 45 46 22 47 48 49 42 23 43 19 1850 17'15253 54 16j55657 58 1-t96061 62 1`636465 13 66 3x4— 1.5x411 2x4 If 44 = 3x6 = 3x6 = 5x10 = 4x12 = 3x8 11 7x8 = 3x4 II 2xi 11 THD26-2NAILED NAILED NAILED NAILED NAILED NAILED 2x4 11 NAILED NAILED NAILED NAILED NAILED NAILED LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC BC WB Matrix- I 0 92 01.98 q.90 SH DEFL. in (loc) I/deft Vert(LL) 0.44 23 >677 Vert(TL) -0.83 3-22 >358 Horz(TL) 0.27 16 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight: 455 lb FT = 0% ,LUMBER - TOP CHORD 2x4 SP No.2 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) BOT CHORD 2x6 SP No.2 *Except* BOT CHORD 2-41=-3006'/6377, 344=-871/1962, Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; B1: 2x4 SP M 30, B3: 2x4 SP No.2 4445=-8711/1962, 4546=-871/1962, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS B2: 2x4 SP No.3 *Except* 224 6=-8711/1963, 2247=-1670/3305, (envelope); cantilever left and right exposed ; Lumber WEBS 2x4 SP No.3 2x4 SP No.2 21-47=-167,013305, 21-48=-1658/3292, DOL=1.25 plate grip DOL=1.25 W8,W10,W11: 5) Provide adequate drainage to prevent water W9: 2x8 SP No.2 48-49=-168/3292, 20-49=-1658/3292, ponding. OTHERS 2x2 SP No.3 BRACING- 18-20=49/261, 18-51=406/760, 17-51=400f760, 17-52=-7081/3990, 6) Plates checked for a plus or minus 0 degree TOP CHORD 52-53=-7081/3990, 53-54=-7081/3990, rotation about its center. 7) This truss has been designed for a 10.0 psf bottom Structural wood sheathing directly applied or 34-0 oc 54-55=-7001/3990, 16-55=-7081/3990, chord live load nonconcurrent with any other live puriins, except end verticals. 16-56=-7081/3990, 56-57=-7081/3990, loads. BOT CHORD 57-58=-7081/3990, 58-59=-7081/3990, 15-59=-7061/3990,-15-60=-1587/720, 8) * This truss has been designed for a live load of Rigid ceiling directly applied or 544 oc bracing. Except: 20.0psf on the bottom chord in all areas where a 10-0-0 oc bracing: 18-20 60-61=-15877720, 61-62=-1587/720, rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. 62-63=-1587/720, 14-63=-1587/720, 14-64=-15> 7/720, 64-65=-15871720, bottom chord and any other members. (lb/size) 9) Refer to girder(s) for truss to truss connections. 13 = 627/Mechanical 65-66=-15871720, 13-66=-15871720 10) Provide mechanical connection (by others) of truss 2 = 1104/0-8-0 (min. 0-1-8) WEBS to bearing plate capable of withstanding 957 lb uplift at 16 = 5721/0-5-8 (min. 0-3'-6) 4-22=-340 849, 5-22=-1659/897, joint 13, 546 lb uplift at joint 2 and 4088 lb uplift at joint Max Horz 5-20=-638�654, 17-20=-7781705, 7-20=-689%1669, 7-17=-1094/687, 16. 2 = 192(LC 43) 8-17=: 466617941, 8-16=-4995/3442, 11) This truss has been designed for a moving Max Uplift 13 =-957(LC 13) 8-15=-4071/5341, 10-15=-610/531, concentrated load of 200.01b live located at all mid Chord, panels and at all panel points along the Bottom 2 =-546(LC 4) 11-15=-269211520, 11-14=-405/531, nonconcurrent with any other live loads. 16 = 4088(LC 5) 11-13=-68%/1629 12) Use USP THD26-2 (With 16d nails into Girder 81 Max Grav 1Od nails into Truss) or equivalent at 18-5-9 from the 13 = 698(LC 16) NOTES- left end to connect truss(es) J7G (2 ply 2x6 SP) to 2 = 1104(LC 1) 16 = 5721(LC 1) 1), tr ss to be connected together with 10d yfl (0.131"xT) nails as follows: front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. Top chords connected as follows: 2x4 - 1 row at 0-9-0 13) Fill all nail holes where hanger is in contact with FORCES. (lb) oc. lumber. Max. CompdMax. Ten. - All forces 250 (lb) or less except Bottom chords connected as follows: 2x4 - 1 row at "NAILED" indicates 3 (0.148" 3-12d when shown. 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. per N ine . (0.148"x3.25") toe -nails per NDS guidlines. (0. TOP CHORD Webs con {I1ected as follows: 2x4 - 1 row at 0-9-0 oc, 3-4=-2104/936, 4-5=-2069/945, 2x8 - 2 rows staggered at 0-9-0 oc. 5-6=-3006/1575, 6-7=-2379/1222, 2) All loads are considered equally applied to all plies, LOAD CASE(S) 7-29=-964/1086, 29-30=-964/1086, except if noted as front (F) or back (B) face in the Standard 30-31=-964/1086, 8-31=-964/1086, 8-32=-546/2169, 32-33=-546/2169, LOAD CASE(S) section. Ply to ply connections have been prov'ded to distribute only loads noted as (F) or 1) Dead +Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 9-33=-546/2169, 9-34=-546/2169, (B), unless otherwise indicated. Uniform Loads (plf) 10-34=-546/2169, 10-35=-545/2165, 3) Unbala(lced roof live loads have been considered Vert: 1-3=-70, 3-4=-70, 4-5=70, 5-12=-70, 35-36=-545/2165, 36-37= 545/2165, for this design. 24-26=-20, 23-24=-20, 3-20=-20, 18-19=-20, 11-37=-545/2165,12-13=-274/241 13-18=-20 BOT CHORD Concentrated Loads (Ib) 2-41=-3006/6377, 3-44=-871/1962, Continued on page 2 REE:y-Nuse�rlg'dymkxtte'4l102 RflSi"{'SEUrY}Ek011 iEL1E1Btg41i11Mg(ESI`NYbP.ajit0g%t"6aiY�hra tlffifcljlysaxtcs EEileE£EisNrPt rrcft Crgei.xurjl6@,p#u1St�hE!I.(e&xll,/ile"nlfu Sltel Fehr tse. E:'N1 E3ErxbE s&:xd N:N "sED,EEi; WhE:Ns.E.nE {ttlslt lEnasRhe3[.'hNro�S 11EI:R1f'+i'.g'1:eFielU1.ty1rEEFQJ tijla[q"ykE En9NEtrIGOnREltYlnSn(h511i hi SF<+1'.:pollf§:stElhiTijUlSi`C1ta(i1t45i�i�CNtfI�111#f1 Ei}I�N AIkEI.DEEIr,RS91rFl. ekEElfifr Efi pe�s,brign^t'aEs,l ireu; Apthony T. Tombo III, P.E. .ha oft GNIEeNr N WWdWf,3EVtd lE rlfufygafi en!(EEAEnr. fgarl: sdeNmneT:geE6ay1r7�es ef9u#?m1lAcEd3e+.7A¢rycest.S �tizla�:E`4CShrs£GsaEih Fzt mtudiafclah VA PP. SPINdSUs nnElEleaEE3Mr�ril;'nleae. M1 380083 4451 St. Lude Blvd. eSNxIS1if`REdlfltC.^qa,rcerlcyNGlNiakjE,egyW'iNlliill,lylS.'i1fdYStglElj9t% MS:tlroGdfEr�itiy33:',NrntSylhaEu,uradsrla:yEyt7Egta!ndSnrEnesd:`.a:d'NSPtd' Fort pierce, FL 34946 CopyriglS0 20I6A-1 lodhosses-AnIbuyl. Tomb III,U gaprobttca 011his dammeatia coy I m, ispro6i hilwilhoolike wrifto permissionlfomA-11ao1 Tram. Aobozyl. lombol6; P.L I Job Truss Truss Type I Qty Ply XCAS6512AMBL D13G Roof Special Girder 1 2 A0173741 Job Reference (optional) • • •��• • •��� • • „y„�,a e,���•..a,,,, Ru,a. o. Icu s r,uy Io cu 11 rnnr. a.-ILu s NOV iz zu-1 i mi E eK Industries, Inc. Wed Uec 6 13:17:32 2017 Page 2 ID:amP6bxencrcGzclW 1 dozkBzv95J-1 xJYge116jT3_SSgMQW W BbG3aIXWQyIZ3FifQnyBhT1 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert:17=-1463(F) 29=-83(F) 30=-83(F)31=-83(F) 32=-83(F) 33=-83(F) 34=-83(F) 35=-83(F) 36=-83(F) 37=-83(F) 38=-83(F) 39=-83(F) 40=-96(F) 52=91(F) 53=-91(F) 55=-91(F)56=-91(F)57=-91(F)59=-91(F) 60=-91(F) 61=-91(F) 63=-91(F) 64=-91(F) 65=-91(F) 66=-95(F) i wmle3-Fleecy ueneyllprt.kr 6e A I109f tllSSiSI'Sfilfi•y 5[C3At itt!IS 6 (DBDmD7S NStOY� CPi3')2(i6:h'tIPuYEYP hrn 1n81fdj' par.knut reN ea'enr^as fnnCnipOrzrag�CCjm7Ye 1�4pr I.(oah m: F.ElAanaSSr,ttehn ess Calrsetnwln sklelentte lCO3es1( FLTst<ana@rpleles s5s9lnnedterStiDDlaleld:l.hsTnlsOv= Gyaer(In,Sruuar(eyfeeraY:sed eoMrrV,'ryr:mlmtop.,dtleprde;dnaleyhesaisympcsdltrd6rd¢Itaipeftkauy4Tlss1g,&dnft0DDWt,ndu 91-1. rkksl7snanieaylatuyue69eea. adh7E�� Anthony T. Tornbo III, P.E. n/nedrssTmslx.1hilb1¢arnarnafruq deau—li, a,nnrearRNere�eu Yeraiy o:: e,laae �aeeanr YCee lxnlrrt�fs�rr��a,mma.rleemndd�ero neafi:la�edoe rnss; aaruartna�.>taefe,mf,r'ennniAu rssa!le&w.1.aairyra # 80083 Ye SrAtalksiyayal GatrrJn. lDetlui9 rdnM10CMYa pxitKnlrydwudtuleCfai 6rpealSa4¢I9ueeKe�tif)re16)srlrmnlSW ertrelne srta�ral pilcry mleffias@e usrnablCin niklasd6arrass o:s,Tnss oe:iye femeN iris: u,�nano,nlm 4451 St. Lucie Blvd. eneirtsldefwellre(um�eyrudgns nmrsidolgamer Indr:1 ihrn;sDrs:w[eauesa Is 1Dr9r Ir:ItIgDr0yeu;rLacr$dra Erjwn dnrsrilihy. Anupududtnai'.ndofl d%ri(I. (opyrighl � 101d Ad Raoibosses-Anba� L ianho lll,p.E, Reprodoaioa of this dotument,in any farm, is prohibited whbout the written permission from Ad RaoiSusses-AmhaoyLTanya Ill, F.F.Fott Pierce, FL 34946 XCAS6512AMBL JE01G Truss Type r r - Common Girder 1 A0173742 Job Reference (optional) ss.com R in: 8.120 s Aug 16 2017 Print: 8,120 s Nov 12 2017 MTTek Industries, Inc. Wed Dec 6 13:17:33 2017 Page 1 I D:amP6bxencrcGzc]W 1 dozkBzv95J-W7tw2_Jftl bwccl Ow7l ikopFJiwp9TsilvSCyDyBhTO 7-A-n 11-5-4 15-4-0 4.00 12 1.5x4 3 cJ +n 2 e " 15 a e 14 3x8 = LOADING(psf) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC TCDL 15.0 Lumber DOL 1.25 BC BCLL 0.0 ' Rep Stress Incr NO WB BCDL 10.0 Code FBC2014rrP12007 Mati LUMBER - TOP CHORD 2x4 SP No.2 *Except' T2: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 *Except' W1: 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing. REACTIONS. (lb/size) 6 = 5472/0-8-0 (min. 0-2-4) 2 = 3654/0-8-0 (min. 0-1-8) Max Harz 2 = 84(LC 4) Max Uplift -6 =-2694(LC 5) 2 =-1939(LC 4) Max Grav 6 = 5472(LC 1) 2 = 3654(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10815/5570, 3-4=-10712/5498, 4-5=-12374/6222, 5-6=-12772/6439 BOT CHORD 2-14=-5243/10185,2-15=-5253/10204, 8-15=-5253/10204, 8-16=-3983r7995, 16-17=-3983r7995, 17-18=-398317995, 7-18=-3983/7995, 7-19=-6087/12165, 19-20=-6087/12165, 6-20=-6087/12165, 6-21=-6065/12119 WEBS 4-7=-2820/5750, 5-7=-553/372, 4-8=-1804/3336, 3-8=-210/362 4x6 = Dead Load DeB. = 5/16 in 4 1.5x4 5 6 8 16 17 18 7 19 20 I— 6x6 = MUS26 7x6 = MUS26 21 THD26 MUS26 4x10 = MUS26 9-9-7 DEFL. in (loc) I/deft L/d Vert(LL) 0.28 7-8 >668 360 Vert(TL) -0.48 7-8 >382 240 Horz(TL) 0.09 6 n/a n/a NOTES- 1) 2-ply trust to be connected together with 10d (0.131"x3") , ails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered ai 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads tare considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132 ph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 Olate grip DOL=1.25 5) Plate(s) at joint(s) 6, 2, 7, 5, 8 and 3 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 4 checked for a plus or minus 4 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 jhe bottom chord in all areas where a rectangle 31 6-0 tall by 2-0-0 wide will fit between the bottom cho�d and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2694 lb uplift at joint 6 ar�d 1939 lb uplift at joint 2. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels andl at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Use U�P THD26 (With 16d nails into Girder & NASD nail$ into Truss) or equivalent at 6-2-12 from the left end to connect truss(es) A01G (1 ply 2x6 SP) to back face of bottom chord. PLATES GRIP MT20 244/190 Weight: 156 lb FT = 0% 12) Use USP MUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-2-12 from the left end to 14-2-12 to connect truss(es) A02 (1 ply 2x4 SP), A03 (1 ply 2x4 SP), A04 (1 ply 2x4 SP), A05 (1 ply 2x4 SP) to back face of bottom chord. 13) Fill all nail hales where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 2-6=-20 Concentrated Loads (lb) Vert: 11=-1300(B) 16=-2456(B) 18=-1299(B) 19=-1 296(B) 20=-1 301 (B) w,znl-Flxu@my!¢rnereAe'lI IDC; neSS`SrSr�lA'�I[I3411!1@f 6tils0@tdasCu5iO4"lulit'titte�s?Idess!ir'brn rnErfuipp skn ul nrl e+i+u@is rnssCe!il+Qrtxe}(IMjm+d@rlrffapLruhll;rf.tf.W�eesSinstdue ns [u¢um*mi!e!atelp@e ICU,:dr gsTatr OUIIJrssldkse,sdlx@<toms++d:�IseTmzu:sv.bs�:epr.,sny+es6sa.,@:!slnxtTa;ryn:unm¢rrpm!rd@rE!+ss:!n,nersTrs!�qre:yc:aurrflrar!apd�wrflurssle'din@eloouq.uivTnl.rriaysmnara;,Tasmsweureswx:� Anthony T.TomboIII, P.E. M¢S:,ITL+iwss Ex,ghObsk Ae nyni�.ltlpdffiO.,w, Fri Cndr uAwhee qe9 rr sl: kiileq en:ger,n@e wdeddlie AL@, Itt neiwfosl FrAial nleW RII. Ike erpnwld@, IOl ml uffi:lenedAr rn+s;i¢d,tiyknlq+hese,usnieomurfra.s5dl ee@rrt!pn!i+l1TJ ?80083 lie 6rlfer O!siperrad6ffieBn. IOeuess@rdhlklDO ni pnc5nsnllie¢IAnesfxlciT7,r Gcpcess sc4lrld++nelroi I "1-.4 eT 1.M11 tAnnfne+:re grp�sdpiers,. IFFI iefi,rs@,nslMs*rtlia,¢TknesdsaLms O:s:� ,T+sss k!iP (¢purreri lns+LLrufidnei,¢dsn 44515t. Lucie Blvd. ,flwwA,lefiaellr r snob eyredp++A wnrq kjelpm, nu6sd 1h Trm rnr, rslt w 1, IOTA, bn®96nyx!,wTn+�51: 6IGw s sg9r:A®I. YI ¢rpTM@raTwz; m ndfi,d Tam_L Fort Pierce, FL 34946 Coppight®td16AdRnofLusss-ArthoayT.inm5of16P.f. Reprodurriorofihisdommeat,inonyfarm,is sohibiledwithourthewrinanpesnissionfrom A-1looffusses•Anthony LlomboIII, f.I. Job Truss Truss Type Qty Ply XCAS6512AMBL E02 Common 2 A0173743 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:33 2017 Page 1 ID:amP6bxencrcGzcl W 1 dozkBzv95J-W7tw2_Jftl bwcc10w7l lkopKpi_s9cCilvSCyDyBhTO -1-0 7-8-0 15-4-0 16-8-0 1440 7-8-0 7-8-0 4x6 = Dead Load Defl. =118 in 4x4 = 1.ax4 11 4x4 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20141TP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-6 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 = 783/0-M (min.0-1-8) 4 = 783/0-8-0 (min.0-1-8) Max Horz 2 = 120(LC 16) Max Uplift 2 = -660(LC 8) 4 = -660(LC 9) Max Grav 2 = 783(LC 1) 4 = 783(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1088/962, 3-4=-1088/962 BOT CHORD 2-15=-1500/1617, 2-16= 705/957, 6-16=705/957, 6-17=-705/957, 4-17=-705/957, 4-18=-1522/1631 WEBS 3-6=0/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. CSI. DEFL. in (loc) I/deft L/d TC 0.57 Vert(LL) -0.15 6-11 >999 360 BC 0.53 Vert(TL) -0.26 6-11 >711 240 WB 0.12 Horz(TL) 0.03 4 n/a n/a 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 660 lb uplift at joint 2 and 660 Ib uplift at joint 4. 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 PLATES GRIP MT20 244/190 Weight: 56 lb FT = 0% taaa�r-newau,nusrea.�e��uDntnDssa;xdu;�Daun[run;�smmrsomou�[u[ayta�crosu[rrmntaa[t:���earaarKtvnee»j,eenenireDa.htparyaasaerm>.Ts.m:eem,[t.tdLee,�sse�ndaew Ddrn�n.meedummetcamr Ildatmrder tldn sleakese[Wr2ei[Rnitrd:l. AseTmzDih[anwlis,edea4y Grirerw llesal eoaapTDD rgmms®rrgcned6era#:4nil vyvxrhteadw:dry-[udelrutaJnechd!Im;[etAtdut4:NDnq,eun iFFl.Tae[rvpuna8,e, wr[htw[+eec,nms[d[:' Anthony T. Tombo tti, P.E. u[ ne d tisLm land teiLRr isBemrusf;ah d»a Dna; to O.ede eAerudgedn ne [dtt t De::ga,ude uded dtiv llr,Rr lKultie(aelk�llieym[eu1R1l. Re ettmd d6e lDDu[n[fieil.udtleinn,Yde&ykslGq, ilaeie,usld:daesl knat s4di to &ssn[miwurd : 4 80083 ness7ra[o-sirerew[eakedn.l6utn cd eafa thl[M] eel b poem od ry erhats oewli'l[eapum1teg4enzelza(slillptax:nrmndSi(Aen ntnncelsx�vdpideae. Trtt ddnes@enspas3ii anaktinrs4t:u»:Desigs,Tens D•!iq[ey'xeweu lnn&eetedna,Ness:, 44515t. Lude Blvd. etlaaheiefioenrecaeWepadqaienP.'!Ifepruvchnh>[.li.NID"Isb—is EII,talig0t;m;uimuslm%[.IWvcnttau[ret. t�l amerces iw ;aenddmthma. Fort Pierce, FL 34946 (opyrislo02QIOA4RoofTsasses•Anthony1.Tam5o111,P,t, Reproduction dthisdocument, inonyform,ispidibitedwhhautthewrittenpermissieaissue A4Roof fmsses•Amhony1.TomboIII, P.F. Truss Truss Type Oty Ply A0173744 FJob 6512AMBL FG1 FLOOR 1 3 Job Reference(optional)tri _ _ Roof 10 11 12 13 14 15 I 9 8 16 17 18 7 19 20 EjL-,j 7x10 MT20HSIIJUS46 JUS46 JUS46 JUS46 I5AD MT20HS= 2x4 II JUS46 THD46 6x12 = JUS46 46 = JUS46 JUS46 JUS46 THD26-2 JUS46 THDH46 THDH46 6-5-0 7 S-1 10-3-13 13-5-0 13 6 5 0 1-1-1 2-9-12 3-1-4 0---A Plate Offsets (X Y) [1.0 3 12 0 2-4) [5.0-4 12 0 2 0] f6•Edge 0-2-0] [7 0-3-4 0-4-0] [9.0-3-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0 88 Vert(LL) -0.19 9-10 >826 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0175 Vert(TL) -0.37 9-10 >424 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 087 Horz(TL) 0.03 6 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-MSH Weight: 257 lb FT = 0% 1.UMBER- TOP CHORD 2x6 SP 240OF 2.0E 2) All loads are considered equally applied to all plies, BOT CHORD 2x6 SP 240OF 2.0E except if noted as front (F) or back (B) face in the WEBS 2x4 SP No.3 *Except` LOAD CASE(S) section. Ply to ply connections have Standard Uniform Loads ( W1: 2x6 SP No.2, W2: 2x4 SP M 31 been provided to distribute only loads noted as (F) or Vert: 1-5=-120, 6-1 0=-10 W4: 2x4 SP M 30 (B), unless otherwise indicated. Concentrated Loads (lb) BRACING- 3) Unbalanced floor live loads have been considered Vert: 9=-919 F) 8=-1876(B) 7=-919(F) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc for this des gn. 4) All plates are MT20 plates unless otherwise _( 11=-1326 F- 919, B=-407) 12=-919(F) 13=-407(B) purlins, except end verticals. indicated. 14=-919(F) 15= 407(B) 16=-919(F) 17= 1109(B) BOT CHORD 5) Plates checked for a plus or minus 0 degree 18=-1109(B) 19=1109(13) 20=-919(F) Rigid ceiling directly applied or 10-0-0 oc bracing. rotation about its center. 6) Refer to Order(s) for truss to truss connections. REACTIONS. (lb/size) 7) Recommend 2x6 strongbacks, on edge, spaced at 671 nical 10 = 6713/Mechanical 1 10-0-0 oc find fastened to each truss with 3-10d = 7830/ (min. (0.131" X 3j) nails. Strongbacks to be attached to Max Gry M a walls at their outer ends or restrained by other means. 6713(LC 1) 8) Use USP JUS46 (With 16d nails into Girder & 16d 6 = 7830(LC 1) nails into Truss) or equivalent spaced at 2-0-0 oc max. starting lconnect 'FORCES. (lb) truss(es) s) FLO (1 ply 2x4SP) to front face of bottom Max. Comp./Max. Ten. - All forces 250 (lb) or less except chord. when shown. 9) Use US j JUS46 (With 16d nails into Girder & 16d TOP CHORD nails into Truss) or equivalent spaced at 2-0-0 oc max. 1-10=-4127/0, 1-2=-19628/0, starting at �-4-0 from the left end to 5-4-0 to connect 2-3=-19628/0, 3 4=-14853/0, truss(es) F 04 (1 ply 2x4 SP) to back face of bottom 4-5=-14853/0, 5-6=-6237/0 chord. i BOT CHORD 10) Use USP THD26-2 (With 16d nails into Girder & 10-11=0/2833, 11-12=012833, 1 Od nails into Truss) or equivalent at 7-6-1 from the 12-13=0/2833, 13-14=0/2833, left end to connect truss(es) FG2 (2 ply 2x6 SP) to 14-15=0/2833, 9-15=0/2833, 8-9=0/19628, back face of bottom chord. 8-16=0/19628, 16-17=0/19628, 11) Use U P THD46 (With 16d nails into Girder & 1Od 17-18=0/19628, 7-18=0/19628, nails into T�uss) or equivalent at 8-11-12 from the left 7-19=0/1483, 19-20=0/1483, 6-20=0/1483 end to connect truss(es) FL06 (1 ply 2x4 SP) to back WEBS face of botiom chord. 1-9=0/17117, 2-9=0/596, 3-8=0/1692, 12) Use USP THDH46 (With 16d nails into Girder & 3-7=-5258/0, 4-7=0/364, 5-7=0/14452 16d nails Oto Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-11-4 from the left end to 11-11-4 to NOTES- TES connect tri. ss(es) FL06 (1 ply 2x4 SP) to back face of truss to be connected together with 10d bottom chcrd. (0.131"x3") nails as follows: Fill all nail holes where hanger is in contact with Top chords connected as follows: 2x6 - 2 rows lu lumber. staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. LOAD CASE(S) Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Standard) 1) Dead +Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 ct�•w�,ta�t�pr:<a.a•ad rrrnesssfsnefParana:ratssawsri�rsf€zuu�t�pa;cs�n;ofuarh��, �eer��s�apat�tat�ateEtgaracdetn:eFt:r�:sTdep�7¢f,�tiv,n�.t.ittaom t�utnettesatdcdat„:. dste,trtta;nevtat,aa;r�,tex NiSd:tanlapN.esehtartitzCxlrph'zenW.Etarnnns4ah, y`•pect»7xprom'aenCtaari!Ott-atte4furegtaa:a&sFeG�etdserul>:;r:pnzr+Itrfe 6eitdptdb<wFtrmsi:pi.�edwtieratvh,ntndFla.ftaCtsgtnsrp�a;d:�spa:ttm,sxit;u�; lai�ludla'Y,y:t{v Tit cinp5etdud?.trrsst.teiy5�'1ukd+rgK�<.Itr�EtB�rRX2p 5alOr SfINiR.ilYupDt Anthony T.TomboIli,RE. Tfaie dOfe GnldNM�'J.Rllilffi(t3pivUlkihYM1i3fiH,dSOfCfI.[tfllll v361 teAe d[�RritfttM if r#(3G. id�S:af,at ae pn"tlag2eilptttslfsdnnr'.daltt sdtd6aePaat Svp�tus sci;adtavte$hv&e texpu Sd::ph'saAue fSl;polsi yditit. yprsddtlel.O ii7'.flexIS4:6 l:artl#mdMesme: e:dmlFH, # 60Q83 4451 St, Lucie Blvd, aanamdt faedSpafrtsdr¢ulepeaq+n:PoOtl dtputitsitalrtl rkertess aeslptej4tYf. tl7 #t t+r..t�n:uE3an wi Spstenresitutda!etrtap, Fort Pierce, FL 34946 Copyti9lt�i816k1iaafUeises-AnlSaryLlambotll,FJi Feprodudianattbisdammaat,isany farm, isprnbibittdrabaetlbestriCeopermdssion ,am d-proaiCrasses-Aodbaayl.tombnnl:P.E Job Truss Truss Type city Ply XCAS6512AMBL FG2 FLOOR 1 2 A0173745 Job Reference (optional) . 3x8 = - -• --- --- --... — — I t —11 on luuuauroa, 11— vveu uat: o Id: 11;34 LU I r rage i ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-_KRJFKKHeKjnEmeCTgY__HOMSf6DGuuhsXZBmVgyBhT? 3-5-5 6-7-2 9-8-14 12-10-11 14-0-7 15-2-3 17-3-6 3-5-5 3-1-13 3-1-13, 3-1-13 1-1-12 1-1-12 2-1-3 1.5x4 II 1.5x4 II 3x8 = 3x4 = 3x6 = Dead Load Defl. = 1/4 in 3x4 = 1.5x4 11 1.5x4 11 5x8 = 1,5x4 11 4x6 = 3x10 = MUS26 2x4 11 3x8 II 44 i 3-5-5 6-7-2 9-8-14 12-10-11 15 2-3 17-3-6 174-0 Plate Offsets (X,Y)— [6:0-2-4,0-1-81, [9:0-1-12 0-2-01 [10:0-4-12 0-1-81 [12:0-2-12 0-1-81 [15:0-3-0 0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.18 11-12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.41 11-12 >500 360 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-MSH Weight: 183 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 132: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16 = 1584/0-3-8 (min.0-1-8) 9 = 1886/Mechanical Max Grav 16 = 1584(LC 1) 9 = 1886(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1538/0, 1-2=-3220/0, 2-3=-3220/0, 3A=-6935/0, 4-5=-6935/0, 5-6=-6935/0, 6-7=-4171/0 BOTCHORD 14-15=0/5397, 13-14=0/5397, 12-13=0/5396,12-17=0/4171, 11-17=0/4171, 10-11=0/4171, 9-10=0/4171 WEBS 1-15=0/3379, 2-15=-366/0, 3-15=-2375/0, 3-12=011662, 5-12=-449/0, 6-12=0/3024, 6-11 =-I 150/0, 7-10=0/2031, 7-9=-4956/0 NOTES- 1) 2-ply truss to be connected together with I Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. - Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) AII' loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been !provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.13111 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Use USP MUS26 (With 10d nails into Girder 8d 10d nails into Truss) or equivalent at 10-8-12 from the left end to connect truss(es) FG3 (1 ply 2x6 SP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 1-8=-120, 9-16=-10 Concentrated Loads (lb) Vert: 17=-1266(F) ... ;fase{�ntw4a.�Jrnsiea(ae'4I r10.rtlafk">I"fEtLMyEtAUstlttd:irUi:rigAftE17@H{'W!q'Sr:tl9#E5�k71'h3o, terly(tsm rtttat'asadletistsa3n LSs;tesat::ip AadhrtlC[; endlat 3sa3lni.SeaisN6til3MentfOnElehitssc tlYss a:tlxaa �dtaSe tGO,tttl Ua'dtltwlxptniSES:6tntdia6rta0bNSlSd. i3dr't31ii3i11:t�Ittelivt,f(tL4flr'-,Fr1P[SSy9a St�Pl Rfir�tfNtlti3 tlkS4riiT;i(aSk�t3:A3dlTjiSRlittRfrpiL�1'!'j EN rttfESlliir5t311�tilEfii?3FhlAIEt rJ�Hh,R(41 irE E,et1i431�d1SL4N�{Y);trW ('FiF5, 311i1 retu {m3rrn, xt,rs=uyuxrrt t aw sA ., cs e.ursavaermttettgaarr 3a nrx,aa:da u,2 tssrm "dr a�rzit. m a,d rrtr�us rmndat, a .,u m Anthony T. Tombo lIl, P.E. am qp wa m ;Sh�asdbtsy!¢GEtKx,np:.L 1 80Q83 soenaErret�,>lretatet_ralxe33dtaHrtro�arrrrt��3�endt,ez3deetla�,tef�.1�:4�lae,�i�r�y�altrStu t,tr�:3�Erlt=!{;.asatman;t:3�ttt3rrt�ra,a„raataer�r:,nnt>;�r,r�33oa;�ra�4tw?RSgu,�tm3tr.�It3e tIam mad§ t0aVV'd1Fa Nvl ti dpuats anhedN hns hop Eowi3O 11 tsrFbprsirytr dr7ssSpShn6shmaimiffar ;uusi 441—ro to nI mk 116L 4451 St, Lucie Blvd, Copyria:Ito'701bA-llaolhssses-Aaibneyl. Tomb III,P,f. Yeprodurionefibisdamment.inany rom,isprobibittdQbaaitberriea rpermissionlsomA-itoairrsssts-AaOosyl.Tomb l%KE Fort Pierce, FL 34946 t Job Truss Truss Type Qty Ply A0173746 XCAS6512AMBL FG3 FLOOR 1 1 Job Reference (optional) Al moor T russes, rocs rrerce, rL J9uffol UCSRJl IkW nl uoo.wui 3-i 3-8-4 1 48 = 7 W1 W2 JUS46 9 2x4 II 3-8-4 f: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:35 2017 Page 1 ID:11 aCmcuaDCQoCZ76?IBXGuvKcRf-SW_hTgLvPererwBP1 Y4DpDuZSWfSdLL?IDxJ 16yBhT_ 3-8-4 2x4 11 4x8 = Dead Load Defl. = 1/16 in 2 8 3 T1 _i W1 W2 ' WW1 JUS46 JUS46 10 5 11 4 4x16 = 2x4 II ' 3-8-4 1 a-o-•! LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.04 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.11 5 >781 360 BCLL 0.0 BCDL 5.0 Rep Stress Incr NO Code FBC2014/TPI2007 WB 0.78 Matrix-Af;P Horz(TL) 0.00 4 n/a n/a Weight: 48 lb FT = 0%@ LUMBER - TOP CHORD 2x6 SP No.2 6) Recommend 2x6 strongbacks, on edge, spaced at BOT CHORD 2x6 SP No.2 *Except' 10-0-0 oc a �d fastened to each truss with 3-10d Standard WEBS 2x4 SP No.3 W2: 2x4 SP No.2 (0.131" X 3") nails. Strongbacks to be attached to Uniform Loads plf) BRACING- walls at their 7) Use USP outer ends or restrained by other means. JUS46 (With 16d nails into Girder 8t 16d Vert: 1-2=-340(F=-300), 2-3= 40, 4 6=-10 TOP CHORD nails into Truss) or equivalent spaced at 2-0-0 oc max. Concentrated Loads (Ib) Vert: 3=-200 Structural wood sheathing directly applied or 2-7-4 oc except end verticals. starting at 1 4-0 from the left end to 5-4-0 to connect 7) 5th Moving Load: Lumber Increase=2.00, Plate purlins, truss(es) FL64 0 ply 2x4 SP) to front face of bottom Increase=2.00 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. chord. 8) Fill all nail) holes where hanger is in contact with Uniform Loads (pI Vert: 2-3= 40, 4 6=-10 MiTek recommends that Stabilizers and required lumber. Concentrated Loads (l), Concentrated Loads (lb) cross bracing be installed during truss erection, in Installation 9) In the LOAD CASE(S) section, loads applied to the back Vert: 2=-200 accordance with Stabilizer uide. face of the truss are noted as front (F) or (B). REACTIONS. (lb/size) 6 = 1929/0-3-4 (min. 0-2-4) LOAD CASE(S) 4 = 1276/Mechanical Standard Max Grav 1) Dead + Floor Live (balanced): Lumber 6 = 1929(LC 1) Increase 1.00, Plate Increase=1.00 4 = 1276(LC 1)_ Uniform Loads (plf) FORCES. Vert: 1-2--420(F=-300), 2-3=-120, 4-6=-10 Concentrated Loads (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except (lb) Vert: 9= d07(F) 10=-407(F) 11=-407(F) when shown. 2) Dead: Lur ber Increase=1.00, Plate Increase=1.00 TOP CHORD Uniform Loads (piq 1-6=-1595/0, 1-7=-2612/0, 2-7=-2612/0, Vert: 1-2 4-420(F=-300), 2-3=-120, 4-6=-10 - 2-8=-2612/0, 3-8=-2612/0, 3-4=-1064/0 Concentrated Loads (lb) WEBS Vert: 9= 407(F) 10=-407(F) 11=-407(F) 1-5=0/2755, 2-5=-1005/0, 3-5=0/2755 3) 1st Moving Load: Lumber Increase=2.00, Plate - NOTES- Increase'2.00 Uniform Loads (plf) 1) Plates checked for a plus or minus 0 degree rotation Vert: 1-2=-340(F=-300), 2-3=-40, 4-6=-10 about its center. Concentrated Loads (lb) 2) Concentrated loads from layout are not present in Vert: 1=-200 Load Case(s): #101 1st Moving Load; #201 21nd Moving 4) 2nd Moving Load: Lumber Increase=2.00, Plate Load; #301 3rd Moving Load; #401 4th Moving Load; Increase = 2.00 #501 5th Moving Load. Uniform L oads (plf) 3) Refer to girder(s) for truss to truss connections. Vert: 1-2T-340(F=-300), 2-3=-40, 4-6=-10 4) Load case(s) 1, 2, 3, 4, 5, 6, 7 haslhave been Concentrated Loads (lb) modified. Building designer must review loads to verify Vert: 7=-200 that they are correct for the intended use of this truss. 5) 3rd Movis g Load: Lumber Increase=2.00, Plate 5) This truss has been designed for a moving Increase, 2.00 concentrated load of 200.01b live located at all mid Uniform Loads (plf) panels and at all panel points along the Top Chord, Vert: 1-2-340(F=300), 2-3=-40, 4-6=-10 nonconcurrent with any other live loads. Concentrated Loads (lb) Vert: 8=-200 6) 4th Movie Incrnaso=9 g Load: Lumber Increase=2.00, Plate nn .. rttlxg�Fi@H;3rFy^hlt!ie��b,•$d1J5{IrUSS3(Sf17lJ'y Eeall iT{41E{Qklrr�>S lbSllq(w'!0'Tl;SA77i"ct3EQf,Y1•IFt��rE(:fd,g,f29:4SIl RZItE{WNtP1�;Rl4GJlltfRRrtj(IQ[jP.eQl1FrS:irr.f¢�1Ci,r�.rf}tIFIU$ePtI QtFJt RSL nID'.lil4";EYiI1 Ct/q^u!T�@IJ SFTtns<:rad�ft, r;0,rh,lee,llna.-r{tfpnl WfeltFw.b+p:ls Fts:s,nldta iN l6g@kfF51{,T s�aarF'm,u,a,.t,ffusQfrFpF rP ", F,F!uRlmpnml,l�:itz@pml:<nFstl"-@aPFI@,m,r@ym�fmf!{uaof.W adsustx!(n!lFplgi^36erd@ralrlelulea!a'W.Qrw, d.O.eF/s l+3airatagPataru es.8n1� �le.u5e wm7d H�N,3FF!ue-h rsms,Tn€gs@rsns,srtur dlinq�P+•rlliFl TssgpnddtSlls�@itgAFt{ Fd;te'n:t�lx{iy4sEig,lt+rgl,s�hPmltadhazg llcOka CxmsceAa tds Anthony T.Tombo lll, P.E. t80083 O 'Qlf8Y19r QP11,'RSfF.r{@Atit.l:T N315lifarJr3P l.Q@{ jfiY!@5@{r3il;°12Ff Y!rRl ii{{tlrr44fi1MiL!z'�FLAS PIIIEthl}{Iiii'.{1r.PV[LI SI.ISlIPIFfIIt°.DIBfr Tlq id@.Y. Rii#'IQll Fitlj.P.li'iKf3 liii^'1F90 rRSS.Pt�.4;Tau IWO Df&fF@{IILSSYdS{SIMY.F6IFSS 445t R. Lude Blvd. atnifl, 11Wr Ilftp!!$teq"b r-.14kr Fapriles rhrd. rte T;asseeslgFfsf4Exf. QQI h6!iebf a�g>~.¢inss ll�uialFsia@l tlsgfnfnr A7Fgriiaxd �wt ae t:8:'eed Nl i. Fort Pierce, FL 34946 EDpyrfgbi 0 2016 A-t taotllesses-Anlhnayl.lomho 111, I L ieproduaoa dihis dowenb in any ran, is pioylli fed Qh0oubv iron peTmissioafrom A-1 Roof trusses-AaThuyl. Tomb fll,P.E. Job Truss Truss Type pty Ply XCAS6512AMBL FG4 FLOOR 1 3 A0173747 Job Reference (optional) 14x6 = 20 4x4 H. nun. o.uzu s Huy J } zu to r'rint: o. ILu s Nov -t/ Lu t t Mt E eK Inausrnes, inc. vvea Uec ti �sn {:36 2u1 y ID:11 aCmcugpCgoCZ76? I BXGuyKcRf-S W_hTgLvPererwBP1 Y4DpDuf3WdgdN6?IDxJ' 3-0-14 5-11-12 7-11-12 10-2 4 12-3-0 14-5-10 16-9-3 18-10-13 21-6-0 3-0-14 2-10-14 2-0-0 2-2-8 2-0-12 2-2-10 2-3-9 2-1-11 2-7-3 2x4 11 3x6 = 13x6 = 2x4 I 6x8 = 2 3 4 5 6 2x4 11 3x12 = 2x4 11 7 8 9 19 18 j17 16 15 14 4x10 = 3x6 11 3x6 11 10x14 MT20HS= 3x6 I I 10x14 = CLUSTER(12) WS45 SCREWS ROWSO 4' O.C. THDH28-3 12-3-0 1 14-5-10 13 12 3x6 11 4x12 = 1 Dead Load DeB. = 5116 in 4x8 = 10 3x8 11 LOADING(psf) TCLL 40.0 TCDL 20.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TP12007 CSI. iTC 0.52 BC 0.69 WB 0.66 Matrix-MSH DEFL. in (loc) I/deft Ud Vert(LL) -0.36 15-16 >702 480 Vert(TL) -0.69 15-16 >363 360 Horz(TL) 0.08 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 456 lb FT = 0% LUMBER - TOP CHORD 2x6 SP 240OF 2.0E BOT CHORD 2x4 SP 2400F 1.8E 2) 3-ply truss to be connected together as follows: WEBS 2x4 SP Na3'Ex Top chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 W1: 2x6 SP No.2,, W5: 2x8 SP No.2 rows staggered at 0-9-0 oc. W2: 2x4 SP No.2, W4,W6: 2x4 SP M 30 Bottom chords connected with 10d (0.131"xW) nails as BRACING- TOP CHORD follows: 2x8 - 4 rows staggered at 0-4-0 oc. Structural wood sheathing directly applied or 6-0-0 oc Web connected with LISP WS6 screws as follows: 2x4 purlins, except end verticals. 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-4-0 oc. BOT CHORD 3) Al l loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or REACTIONS. (lb/size) (B), unless otherwise indicated. 20 = 3498/Mechanical 4) Unbalanced floor live loads have been considered 11 = 5882/0-8-0 (min. 0-1-10) for this design. Max Grav 20 = 3498(LC 1) 5) All plates are MT20 plates unless otherwise 11 = 5882(LC 1) indicated. 6) Plates checked for a plus or minus 0 degree FORCES. (lb) rotation about its center. 7) Refer to girder(s) for truss to truss connections. Max. Comp./Max. Ten. -All forces 250 (lb) or less except 8) Recommend 2x6 strongbacks, on edge, spaced at when shown. TOP CHORD 10-0-'0 oc and fastened to each truss with 3-10d 1-20=-3019/0, 1-2=-7557/0, 2-3=-7557/0, (0.131" X 3') nails. Strongbacks to be attached to 3-4=-16744/0, 4-5=-23495/0, walls at their outer ends or restrained by other means. 9) Use USP THDH28-3 (With 16d nails into Girder $ 5-6=-23495/0, 6-7=-28608/0, 7-8=-28608/0, 8-9=-10577/0, 16d nails into Truss) or equivalent at 14-5-10 from the left end to connect truss(es) FG1 (3 ply 2x6 SP) to 9-1 0=-1 0577/0, 10-11 =-501 0/0 front face of bottom chord. BOT CHORD 19-20=0/985, 18-19=0/16744, 10) Fill all nail holes where hanger is in contact with 17-18=0/16744, 16-17=0/16744, lumber. 15-16=0/27446, 14-15=0/27446, 13-14=0/20962, 12-13=0120962, LOAD CASE(S) 11-12=0/1499 Standard WEBS 3-1=0/2229, 4-17=-2566/0, 7-14=0 1) Dead + Floor Live (balanced): Lumber 5-16=-714/0, 6-15=0/856, 1-19=0/7059, Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) ' rm Loads (11-20=-10 2-19=0/442, 3-19=-9907/0, 6-14=0/1543, Vert: 1-1 =-1 = 6-16=-4600/0, 4-16=0/7869, 9-12=0/323, Concentrated ntrated Loa Loads (I 10-1 2=0/10092, 8-12=-11709/0, Vert: 8-13=0/941, 8-14=0/8501 NOTES- 1) Special connection required to distribute web loads equally between all plies. t3 , fEt[u. 1tE.E •Rent:sl�` mirr6l 1 tt4$itDE.l'i7af(k:N ACSNt �t<' v i tt' r. ea Il:.' t4 I c t rN F4 y i 4{'i'Ra'} A' N.te§ssEE asrtxet}Kt >ti GEi:resC..yt�rmr-rF,ttr a#6enl. traoN,rEttt tEulErttEefittna lei: uriytu e!,.edpAEiEf,Eti WA.-J.fda ti9;.'E03R`{t>IIt lot tttl nrdtAnthony T. Tombo ill, P.E. tdt5ft6.ktflIFttlW!t3t4{TtlA#ttipEtwiers�Faan,e:c.urFt nerteasaua�.t rveaeFu,urFsua:mz'Ativ, eu:wsatam EuyEs;tssaTHL tnyrrE,edmt.PwElrreur.EEt7t��aE.mu�y mycE.ye,ItaEr a�d,rxsyFtd!tttFu.F}s,:v art #-b0083 t!rtititp£ela!itrlrabsllt ..It;:Et}tl NttlQI r:PQeitr@iJiFtieEAiE lltF3ltit�t'0rr0t:lAf"w$'t?'Ef5iti5i!tr$hr¢ILLt�{r":Pi6i$�bEltttrlfEACdlU6�^ellA{p2 ii41i61511 R;plE:Ik'Jl,''111Ard:4t9 �QI r�SSPESi�pft�jryR P!3'S rdl't#tC{rt<FF%�i. 3QPlY,edett 44515t. Lucie Blvd, 3341RIJQdtC@tr}(t(63'i ifN141EEhATiPi9EtanlA'ie13etl!td,itllt}SP.}'rg,@rawSFN3Ittrt,ETOr:EFi1EY,��9t1$fitlot[fltlNL7@yt8Y{itr,WItrP':lladiFt6FME:ar`nd'a1Ft4. Fart Pierce,Fl. 34946 LopyrigblV2016A-I too(Busses-Aalbooyl.Tomb III, toprodutforld1hisdotomeaLincoyls}s,isp4bitedQbasltdeeEateopermissioaftomA-IRooiTrusses-AntAearl,IccEeIII!K Job Truss Type Qty Ply A0173748 XCAS6512AM =FG GABLE 1 3 FJbeference (optional) m i floor i ru55u5, rust ric-, ru o , w,yiil,a 1-9 MUS26 MUS26 MUS26 JUS24 JU 5x6 �3?8 II , 5a12= '1 1I L 3x6 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Indust ries, Inc. Wed Dec 6 13:17:38 2017 Page 1 I D:amP6bxencrcGzclW 1 dozkBzv95J-s5gp5hNoiZDCiNv_igdwRsW4vjgmggBRR89zdRyBhSx 13-11-12 17-11-16 1 22-0-1 , 26-2-0 _1 JUS24 JUS24 JUS24 JUS24 NAILED Dead Load Dell. =1/4 in JU$24 361, 47 i 28 111 JU$24 Qx91 JU 24 1810 30 r■III�i7111�\�1h ■ ii i� ■I!i .i� �� �i ii ■ II Ii11tITIl1�IL-,nl■I�IlllulTul■■■IIiiIL�ITII�IiI-i _i� _�i .. 32 18 3334 35 17 36 3739 16 40 15 41 14 42 43 44 13 45 46 47 12 4849 5011 20 31 19 2x4 11 8x10 = JUS26 7x10 MT20HS= JUS26 7x8 = 8x8 = 3x8 II 5x8 1f 8xl2 = JUS26 JUS26 7x 3x8 11 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 THD46 THD46 JUS26 JUS26 MSH424 THDH46 MSH424 MSH424 MSH424 THDH46 THD46 THD46 MSH424 MSH424 MSH424 Plate Offsets (X,Y)- [1:0-1-8,0-2-0], [2:0-44,0-1-8], [3:0-3-8..0 11 ], (4:0-3-12,0-1-8], [5:0-2-12,0-1-8], [13.0 1 12 0-4-4] [14.0-4-12 0-1-8] [1 fi 0-2-12 0 4-121 [17:0-4-4 0-4-4] [19.0-6-0 0 4-12] [20:0 4-12 0-0-21 �OADING(pso SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.16 14 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0 64 Vert(TL) -0.41 13-14 >705 240 MT20HS 187/143 BCLL 0.0 BCDL 10.0 Rep Stress Incr NO Code FBC20141TP12007 WB 0.90 Matrix-OSH Horz(TL) 0.08 11 n/a n/a Weight: 679 lb FT = 0% LUMBER - TOP CHORD 2x6 SP 240OF 2.0E *Except* 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) T2: 2x6 SP No.2 BOT CHOR Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,, BOT CHORD 2x6 SP 240OF 2.0E 20-31=-596/ 30, 19-31=-596/230, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS WEBS 2x4 SP No.3 *Except* 19-32=-112 /2249, 32-33=-1121/2249, (envelope); cantilever left and right exposed ; Lumber W1: 2x8 SP No.2, W3,W7: 2x4 SP No.2 18-33=-112 /2249, 18-34=1121/2249, 34-35=-1121./2249, 17-35=-1121/2249, DOL=1.25 plate grip DOL=1.25 W8: 2x4 SP M 30, W5,W6: 2x4 SP M 31 4) Truss designed for wind loads in the plane of the BRACING- 17-36=-7282/18436, 36-37=-7282/18436, 37-38=-7282/18436, 38-39=-7282/18436, truss only. For studs exposed to wind (normal to the TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc 16-39=-7282/18436, 16-40=-7873/20495, face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as pur ins, except end verticals. 15-40=-7873/20495, 15-41=-7873/20495, per ANSIITPI i. BOT CHORD 14-41=7873/20495, 14 42=-7873/20495, 42-43=-7873/20495, 43-44=-7873/20495, 5) Provide adequate drainage to prevent water Rigid ceiling directly applied or 10-0-0 or bracing, 13-44=-7873/20495, 13 45= 4218/11262, ponding. Except: 6) All plates are MT20 plates unless otherwise 6-0-0 oc bracing: 19-20. 45-46=-4218/11262, 46-47=-4218/11262, indicated. 12-47=-4218/11262, 12-48=-131/357, 7) Plates checked for a plus or minus 0 degree REACTIONS. All bearings 1-11-4 except Qt=length) 48-49=-1311,357, 49-50=-131/357, rotation about its center. 11=0-8-0. 11-50=-131/357 8) Gable studs spaced at 2-0-0 oc. (lb) - Max Uplift WEBS 9) This truss has been designed for a 10.0 psf bottom All uplift 100 lb or less at joint(s) 1-19=-1064 /4305, 2-19=-3956/2025, 3-19=-15043/6482,3-18=-689/440, chord live load nonconcurrent with any other live except20=-13454(LC 2), 11 =-4415(LC 4), 19=-13250(LC 4) 5-16=-973/4939, 6-16=-2869/778, loads. 10) * This truss has been designed for a live load of Max Grav 6-14=-542/3214, 6-13=-3143/1398, 8-13=-937/843, 9-13=-3418/9026, 20.Opsf on the bottom chord in all areas where a All reactions 250 lb or less at joint(s) except 20=5293(LC 4), 11=12003(LC 2), 9-12=-6581±3136, 10-12=-5481/14624, rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 19=31933(LC 2), 19=26331(LC 1) 4-17=-496312858, 3-17=-6894/17093, 11) Provide mechanical connection (by others) of truss 5-17=-7612/2508 to bearing plate capable of withstanding 13454 lb uplift FORCES. (lb) at joint 20, 4415 lb uplift at joint 11 and 13250 lb uplift Max. Comp./Max. Ten. - All forces 250 (lb) or less except NOTES- at joint 19. when shown. 1) 3-ply truss to be connected together with 10d 12) This truss has been designed for a moving TOP CHORD (0.131"x3") nails as follows: concentrated load of 200.01b live located at all mid 1-20=-4299/11039, 1-21=-2133/5301, Top chords connected as follows: 2x8 - 2 rows panels and at all panel points along the Bottom Chord, 2-21=-2133/5301, 2-22=-2133/5301, staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 nonconcurrent with any other live loads. 3-22=-2133/5301, 3-23=-13472/5647, oc. 13) This truss has large uplift reaction(s) from gravity 4-23=-13472/5647, 4-24=-1347215647, Bottom chords connected as follows: 2x6 - 2 rows staggered At 0-4-0 oc. load rase(s). Proper connection is required to secure 5-24=-13472/5647, 5-25=-18436/7282, 25-26=-18436/7282, 6-26=-18436/7282, Webs connected as follows: 2x4 -1 row at 0-9-0 oc, truss against upward movement at the bearings. Building designer must provide for uplift reactions 6-27=-18110/6812, 7-27=-18110/6812, 2x8 - 2 rows staggered at 0-9-0 oc. indicated. 7-8=-1811016812, 8-28=-18110/6812, 2) All loadsl are considered equally applied to all plies, 14) Use USP MUS26 (With 1 Od nails into Girder 8f 10d 9-28=-18110/6812, 9-29=-11262/4218, except if noted as front (F) or back (B) face in the nails into Truss) or equivalent spaced at 2-0-0 oc max. 29-30=-11262/4218, 10-30=-11262/4218, LOAD CASE(S) section. Ply to ply connections have been to distribute only loads noted as (F) or starting at 1-4-0 from the left end to 5-4-0 to connect 10-11=-10235/4078 CHORD proviied (B), unless otherwise indicated. truss(es) 807 (1 ply 2x4 SP) to front face of top chord. BOT 15) Use USP JUS26 (With 10d nails into Girder & 10d 20-31=596/230, 19-31=-596/230, nails into Truss) or equivalent spaced at 2-0-0 oc max. 19-32=-1121/2249, 32-33=-112112249, starting at 3-4-0 from the left end to 25-4-0 to connect 18-33=-112112249, 18-34=-1121/2249, truss(es) J14 (1 ply 2x6 SP) to front face of bottom Continued on paqe 2 chord. 5azg•0trsf �i�iT«ektflP 9 76nt4SSCS(sEii9'y nFasl fta LCCh"ai'�tlCNle4{'S7!Ci'IFC[N9i'.i."61iiMi'hia,tirfr he{apru^:'nsadiMedPsnhsiim[�4rd ar+iaslTCP,el6slfitcPrr.lezie0,rE4fnstu SkdlefitP tse. IB:3s: �irsla sY.21w4ir-0,nb va`t4;fttthrrYttsli ktsdl7 Ttt 16@nk n�tstTns3:dsyeFeli3ePii t, rtaF,(r3F:eujCi lPdm3rriGDifzesPssnxul.P:3tlas ehssssd aryamarn:pa Prstta fxlssipdkrsari3Tini inbr7mskl}0 (rn£n(fiA. Ihhsy3 ns*:}5ss.(a'_t¢^.fdin, tddiner, Anthony T. TOrnbo I71' P.E. m eudRainzst:rtm, LstaarucPtn(n;:itardik0 s3r,lu6eeu sr aaeile;:dtttle3kEai7xtlp a,G§ar +asTtS3:tf,3eRCtd aeludOiAe;P3le xd;ri 1. Tugpruddti3l:�Psf ar`idi ddeidsi,a(xiappsd 'ss�s,k=.iermed6ei yard GYa :sp+P.ad3t1 - 80083 ' it Eg Pi➢)iPll^,3Pl6�tnbtf4t. ).R li Sti6e})B@Ii.�af6lifXl:itl 4{ri�lE ldfS dt§B Qif�aitit3ti.13Crd8'j �i:f€ i[4`ri$nt4{�iiJ.'3lr ifiH3SL:i [itiPritPf[lD iR gC^e�,TSdnil, ilLf �itl6t3�A 1P:rM.1T8tfS3il t;Hf3dk3t f5uPSifgie;i(isi OPi¢refj9£Et C{ini3 Y,RfiidMb,PPIrif «'tuxi3P35[sea§ltkavalS;Pe<screea.rwrkdipmhn:cril.Pt air ns6est�16sr5i 87t3e ta.Ntcest9a. stress Pi3a&SsaPndark"rti+t, ;: atiiQttelrnasmr. a:esdaubt 4451 St. Luce. Blvd. Flirt Pierce, FL 34946 bP)d0hl 2016 A-1 ledbours-Antbay Llamho Ill, P.E. it oduciondibisdammentinantia-m,is roii6ited.it6aullhex3iYeo e3missiaaSomA-19aolirassts-AnOtt Llam6oULP.E. Job Truss Truss Type city ply XCAS6512AMBL FG5 GABLE 1 3 A0173748 Jab Reference (optional) Hour r ruses, r-o,s tierce, K 34iJ't0, aeslgn@artruss.dwm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:38 2017 Page 2 ID:amP6bxencrcGzcl W l dozkBzv95J-s5gp5hNoiZDCiNv_igdwRsW4vjgMggBRRB9zdRyBhSx NOTES- 16) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-5-8 from the left end to 23-5-8 to connect truss(es) J6 (1 ply 2x6 SP), CJ5 (1 ply 2x4 SP) to front face of top chord. 17) Use USP THD46 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-1-0 from the left end to 8-1-0 to connect truss(es) FL08 (1 ply 2x4 SP), FL07 (1 ply 2x4 SP) to back face of bottom chord. 18) Use USP MSH424 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 4-M or max. starting at 9411 from the left end to 23-3-11 to connect truss(es) FL07 (1 ply 2x4 SP), FL07DS (1 ply 2x4 SP), FL07 (1 ply 2x4 SP) to back face of bottom chord. 19) Use USP THDH46 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 8-0-0 oc max. starting at 17-3-11 from the left end to 25-3-11 to connect truss(es) FL07 (1 ply 2x4 SP) to back face of bottom chord. 20) Fill all nail holes where hanger is in contact with lumber. 21) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 22) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4582 lb down and 2492 lb up at 7-1-11 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-80, 11-20=-20 Concentrated Loads (lb) Vert: 7=-298(F) 19=-483(B) 18=-483(B) 8=-298(F) 9=-298(F)4=-4582 21=-973(F) 22=-973(F) 23=-973(F) 24=-298(F) 25=-298(F) 26=-298(F) 27=-298(F) 28=-298(F) 29=-247(F) 30=-183(F) 33=-450(F) 34=-450(F) 35=-483(B) 36=-450(F) 37=-489(B) 39=-940(F=-450, B=-489) 40=-940(F=-450, B=-489) 41=-940(F=-450, B=-489) 42=-940(F=-450, B=-489) 44=-940(F=-450, B=-489) 45=-940(F=-450, 8=-489) 47=-940(F=-450, B=-489) 48=-940(F=-450, B=-489) 50=-943(F=-452, B=491) seder-rinwnmglywa.Y,ilto;lnvs[s s[ru s[eaurt�semcolnrsseas*aalrurrlrarusi�uarnmr,*a,lnraft,s<d;r,d,A,.AnT"„Nip m,.erpu;;ralnred y1.rumla,?ile. V tld..u¢desvcmuenl,rne,ao.:dr wiri,axmrftd,s,knk,see�ra,ioor,4ea:t.rs,lmsBig [, r¢,,frm,tgr,gns,n:smnmrm,rqasmsMs.",an,rnk;uudagn:,ragr::nxatptrn,i,sq,droemy, Two tq:N„neIDoedp,1alf]LrAt<u;,nname;.k.tarmrn�„c,mmwr�' Anthony T.TomboIII, P.E. nd twiner imrly rr t,ilg46,,,,j Wyd&0—,! 0—', eal,r6Kgedn neldtiq O.. a,h@er,*ddanKi,is(neli,N.141Ngah Win 1. Ihepmd dh, too Wany&11.da,u.,s;1'd,dng0,m4 degaud,°mr,,.11-1 s'ed t, At mlmlant d : *80083 n,61 1 rog0:slyeed 6di,d..AO,drssd,d' 0000 ndna point nd oidn,rd teeWhi urp ISAITI'urtfimimpifiskd lyrfind MA Ml fderft,mpr Kirtts tihlit,dlL 1„ss0:><as,Lmoe!iy,[¢p.ewedlrts, 6'ud drt,,,nlm 4451 St. Lucie Blvd. .Ama fdawdlr, duemleyedgn n.i&rg Irdl pint lmW.II,imDesiy,rg6R+EtI,KOfA,W&Ig,slewr.UT,,.5yAS houn deykift AO ttjWn..1wzi,I ddlukrifl. zt Copyright 1)266 Ad Roof6nsses-Anthony F.Taman 111, M Reprodunim althis document, in any form, is prohibited withautthe written permissionfrom A -I Roaffcusses-AnthonyL lambo III, P.E.Fott Pierce, FL 34946 a Truss Truss Type 4tv PIYA0173749 rXoCb AS6512AMBL FG6 FLAT GIRDER Job. Reference o tienal Al Roof Trusses, Fort Pierce, FL 3494b, designLaitruss.coi 2-11-14 5-10-0 1 4x10, �x4 I I 11 3x10 = 3 ' � 1 21 22 13 23 24 25 12 14 I 7x14 MT20HS= 2x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC20141TPI2007 lov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:40 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-oToaW NP2DAUwyh3Mg5fOW HcTiXGlla9kvVe4hJyBhSv 11-8-4 13-9-2 1 16-9-0 2x4III 27 11 2829 30 7x14 MT20HS= 7x10 = 1 2x4 II 10 31 32 9 2x4 II 5x14 = CSI. I DEFL. in (loc) I/deft Ltd TC 0.72 Vert(LL) -0.19 11 >999 360 BC 0.90 Vert(TL)-0.5811-12 >340 240 WB 0.�3 Horz(TL) 0.09 8 n/a n/a Dead Load Deff. = 3/8 in 4x10 = 33 34 6x6 11 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 438 lb FT = 0% LUMBER - TOP CHORD 2x6 SP 240OF 2.0E 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, BOT CHORD 2x6 SP 240OF 2.0E WEBS 14. 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, WEBS 2x4 SP No.3 `Except' 1-13=-4328/32011, 2-13=-1819/424, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37 has/have been W1: 2x6 SP No.2, W2: 2x4 SP M 31 3-13=-13923�2729, 3-12=-279/2157, modified. Building designer must review loads to verify BRACING- 3-11=-776/4 91, 4-11=-1886/442, that they are correct for the intended use of this truss. TOP CHORD 5-11=-1099/ 872, 5-1 0=-329/211 1, 11) This truss has been designed for a moving Structural wood sheathing directly applied or 6-0-0 oc 5-9=-13055/2527, 6-9=-1241/277, concentrated load of 200.01b live located at all mid purlins, except end verticals. 7-9=-4304/2 535 panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrent with any other live loads. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 12) Hanger(s) or other connection device(s) shall be 1) 4-ply trus to be connected together with 1 Od provided sufficient to support concentrated load(s) REACTIONS. (lb/size) (0.131"x3") nails as follows: 2 1024 lb down and 557 lb up at 0-10-12, 1011 lb down 14 = 9627/0-7-4 (min. 0-2-6) Top chords Onnected as follows: 2x6 - rows and 563 lb up at 2-10-12, 1011 lb down and 563 Its up 8 = 9277/0-8-0 (min. 0-2-6) staggered at 0-5-0 oc. at 4-10-12, 1011 lb down and 563 lb up at 6-10-12, Max Uplift Bottom chords connected as follows: 2x6 - 2 rows 1011 lb down and 563 lb up at 8-10-12, 1011 lb down 14 =-2320(LC 4) staggered at 0-4-0 oc. and 563 lb up at 10-10-12, and 1011 Its down and 563 8 =-2152(LC 4) Webs tonne ted as follows: 2x4 - 1 row at 0-9-0 oc. lb up at 12-10-12, and 1011 lb down and 563 lb up at Max Grav 2) Attach TC w, center of the 1/2" diam. bolts (ASTM A-307) in the member w/washers at 4-0-0 oc. 14-10-12 on top chord, and 288 lb down and 162 lb up 435 lb down 267 14 = 11521(LC 8 = 11543(LC 2) Attach BC w 1/2" diam. bolts (ASTM A-307) in the at 1-3-4, 1340 lb down at 1-7-0, and Ib up at 3-3-4, 1340 lb down at 3-7-0, 435 Ib down center of the member w/washers at 4-0-0 oc. and 269 lb up at 5-3-4, 1340 lb down at 5-7-0, 424 lb FORCES. (lb) 2) All loads E re considered. equally applied to all plies, down and 263 lb up at 7-3-4, 1340 lb down at 7-7-0, Max. Comp./Max. Ten. - All forces 250 (lb) or less except except if noted as front (F) or back (B) face in the 392 lb down and 251 lb up at 9-3-4, 1340 lb down at when shown. LOAD CAS (S) section. Ply to ply connections have 9-7-0. 379 lb down and 244 lb up at 11-3-4, 1340 lb TOP CHORD been provid d to distribute only loads noted as (F) or down at 11-7-0, 612 lb down and 381 lb up at 13-3-4, 1-14=-1027112109, 1-15=-2208114346, 2-16=-22081/4346, (B), unless otherwise 3) Wind: AS�E indicated. 7-10; Vult=170mph (3-second gust) 1340 lb down at 13-7-0, and 303 lb down and 218 lb 1341 lb down 15-7-0 on bottom 2-15=-22081/4346, 3-16=-2208114346, 3-17=-38704/7579, Vasd=132m h; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; up at 15-3-4, and at chord. The design/selection of such connection 4-17=-38704/7579, 4-18=-38704/7579, h=30ft; Cat. �l; Exp C; Encl., GCpi=0.18; MWFRS device(s) is the responsibility of others. 5-18=-38704/7579, 5-19=-21752/4333, (envelope); cantilever left and right exposed ; Lumber 6-19=-21752/4333, 6-20=-21752/4333, DOL=1.25 pate grip DOL=1.25 7-20=-21752/4333, 7-8=-9851/1913 4) Provide adequate drainage to prevent water LOAD CASE(S) BOT CHORD ponding. Standard 14-21=-370/1862, 21-22=-370/1862, 5) All plates are MT20 plates unless otherwise 1) Dead + Roof Live (balanced): Lumber Increase=1.00 13-22=-370/1B62, 13-23=-6864/34929, indicated. IPlate Increase=1.00 23-24=-6864/34929, 24-25=-6864/34929, 6) Plates chocked for a plus or minus 0 degree Uniform Loads (plf) 12-25=-6864/34929, 12-26=-6864/34929, rotation aboilt 7) This truss its center. has been designed for a 10.0 psf bottom Vert: 1-7=-220, 8-14=-20 26-27=-6864/34929, 11-27=-6864/34929, 11-28=-6565/33286, 28-29=-6565/33286, chord live loaad nonconcurrent with any other live Concentrated Loads (lb) Vert: 13=-435(B) 2=-1011(F) 12=-503(F) 4=-101 l (F) 29-30=-6565/33286,10-30=-6565/33286, loads. I10=-809(F=-503, B=-306) 9=-503(F) 15=-1024(F) 10-31=-6565/33286, 31-32=-6565/33286, 8)' This truss has been designed for a live load of 16=-1011(F) 17=-1011(F) 18=-1011(F) 19=-1011(F) 9-32=-6565/33286, 9-33=-379/1969, 20.Opsf on t�e bottom chord in all areas where a 20=-1011(F) 21=-179(B) 22=-503(F) 23=-503(F) 33-34=-379/1969, 8-34=-379/1969 rectangle 3- -0 tall by 2-0-0 wide will fit between the 25=-425(B) 26=-389(B) 27=-503(F) 28=-338(B) WEBS bottom chorJ and any other members.' 29=-503(F) 32=-582(B) 33=-213(B) 34=-504(F) 1-13=-4328/22011, 2-13=-1819/424, 3-12=-279/2157, 9) Provide mechanical connection (by others) of truss to bearing pate capable of withstanding 2320 Its uplift 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Floor: Lumber 3-13=-13923/2729, at joint 14 and 2152 Its uplift at joint 8. Attic Storage + 0.75 Increase=1.00, Plate Increase=1.00 Continued on page 2 meaiep-Flmz 6er,eyklpre.er Me'A1IOgE tleic2ix Ep^6[fi3ll IiU58;B&al➢Rs fitsIDu�Em7 j1iAC96lEAYF&i'hr¢in'rf(hsipps�cehnuiree/xk,uPasirtuh!ipe6rt'aie;QP'ymdtle tl,T:zareleles s5lfkrset4e; Czicgake rel:L AseTnssgn^ex Grerx4i.e,fpndgEesias-?,n: sxlnasyT65r4rseats,repAaadht lelimrl.fine 'IS tutEetwt et!. t'vlessafia,�ite,det matte lE6,eelp p,ak;su:alessu:,�tttreya:iSgJrhrltleskaAfgeslay's irrs:tep¢7sfie li:lg6rsly,exlniFFl.1Nh.fee:,"{rho=.,1a{meV+rF,,:eaeoarp; Anthony T. Tombo Ill, P.E. etn:An:.v.,sfxuryl.��_ssme,nper�5:rrydr. e.en, ee.eets ira:a4rce, lieEaM"p oe:: x,sal••.e xeeaefo, Neirlh.pPasigxrme[es#edrt. IResiesW.. rAie iffiSDg n[Y.e{aciu:edpiedieessltaa&iwiyfecpreelfaeq l4naeticiil(Si�{rlfi:lel hfm¢lWa:adre0ryedepssviPr; 6rl prtiniadrsd. lis irmee,!cs Gyatx is k]i8e 6aIlispO<ilsm,niross4Pe:[q�,aamtatmT 4tEe lxeNfulall SNitier<ohndipl t. ileei{rr,eIdWOUat:ryfiH lrRlnll6(S ac idner¢I lasil iti8axe. ir4le:rRe rzsr,e kidia,nlhlie,d18:1nssDsps,T,sss Giipe Enpeeneuinss N¢ehtlmey eden ena{r�rera!xxcmesdre+.tint. 480093 4451 St. Lucie Blvd. Fort Pierce, FL 34946 rfie:rha (opy,ightC21116A-IRaaifmsses• Arihony T. lam§n 111, P.E. Reptndudm el this dommer¢ia may form, is pri hibited Wahoutthe mitten permission lmm A -I RoolLusses- Amhony 13cm5a ill; P.F. Job Truss Truss Type Qty Ply XCAS6512AMBL FG6 FLAT GIRDER 1 A0173749 Job Reference (optional) A i moor i russes, rorr rierce, rL ava4o, aeslgniaanruss.com LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-211, 8-14=-20 Concentrated Loads (lb) Vert: 13=-385(B) 2=-897(F) 12=-1131(F) 4=-897(F) 10=-1510(F=-1131, B=-379) 9=-1 131(F) 15=-908(F) 16=-897(F)17=-897(F) 18=-897(F) 19=-897(F) 20=-897(F) 21 =-I 56(B) 22=-1 131 (F) 23=-1 131 (F) 25=-435(6)26=-424(B)27=-1131(F)28=-392(B) 29=-1 131 (F) 32=-612(B) 33=-287(B) 34=-1 132(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-180, 8-14=40 Concentrated Loads (lb) Vert:13=-318(B) 2=-776(F)4=-776(F) 10=-221(B) 15=-783(F) 16=-776(F)17=-776(F) 18=-776(F) 19=-776(F)20=-776(F)21=-108(B)25=-311(8) 26=-283(B) 28=-246(B) 32=-368(B) 33=-125(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-86, 8-14=-10 Concentrated Loads (lb) Vert: 13=257(B) 2=506(F) 4=506(F) 1 0=234(B) 15=509(F) 16=506(F) 17=506(F) 18=506(F) 19=506(F) 20=506(F) 21=152(B) 25=259(B) 26=253(B) 28=241(B)32=371(B)33=208(8) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-86, 8-14=-10 Concentrated Loads (lb) Vert: 13=257(B) 2=506(F) 4=506(F) 1 0=234(B) 15=509(F)16=506(F)17=506(F)18=506(F)19=506(F) 20=506(F) 21=152(B) 25=259(B) 26=253(B) 28=241 (B) 32=371 (B) 33=208(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-142, 8-14=-20 Concentrated Loads (lb) Vert: 13=267(B) 2=563(F) 4=563(F) 1 0=244(B) 15=557(F)16=563(F)17=563(F)18=563(F)19=563(F) 20=563(F) 21=162(B) 25=269(B) 26=263(B) 28=251 (B) 32=381 (B) 33=218(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-142, 8-14=-20 Concentrated Loads (lb) Vert: 13=267(B) 2=563(F) 4=563(F) 1 0=244(B) 15=557(F) 16=563(F) 17=563(F) 18=563(F) 19=563(F) 20=563(F) 21=162(B) 25=269(B) 26=263(B) 28=251(B) 32=381(B) 33=218(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-86, 8-14=-10 Concentrated Loads (lb) Vert: 13=257(B) 2=506(F) 4=506(F) I 0=234(B) 15=509(F) 16=506(F) 17=506(F) 18=506(F) 19=506(F) 20=506(F) 21 =1 52(B) 25=259(B) 26=253(B) 28=241 (B) 32=371 (B) 33=208(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumberincrease=1.25, Platelncrease=1.25 Uniform Loads (plf) Vert: 1-7=-86, 8-14=-10 Concentrated Loads (lb) Vert: 13=257(B) 2=506(F) 4=506(F) 1 0=234(B) 15=509(F) 16=506(F) 17=506(F) 18=506(F) 19=506(F) 20=506(F) 21=152(B) 25=259(B) 26=253(B) 28=241 (B) 32=371 (B) 33=208(B) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-86, 8-14=-10 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:40 2017 Page 2 I D:amP6bxencrcGzclW1 dozkBzv95J-oToaWNP2DAUwyh3Mg5fOWHcTiXGIIa9kvVe4hJyBhSv Standard Concentrated Loads (Ib) Vert: 13=257(B) 2=506(F) 4=506(F) I 0=234(B) '.15=509(F) 16=506(F) 17=506(F) 18=506(F) 19=506(F) 20=506(F) 21=152(B) 25=259(B) 26=253(B)28=241(B)32=371(B)33=208(B) 11) ,Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-86, 8-14=-10 Concentrated Loads (lb) Vert: 13=257(B) 2=506(F) 4=506(F) I 0=234(B) 15=509(F) 16=506(F) 17=506(F) 18=506(F) 19=506(F) 20=506(F) 21 =1 52(B) 25=259(B) 26=253(B) 28=241 (B) 32=371 (B) 33=208(B) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-142, 8-14=-20 Concentrated Loads (lb) Vert' 13=267(B)2=563(F)4=563(F)I0=244(B) 15=557(F)16=563(F)17=563(F)18=563(F) 19=563(F)20=563(F)21=162(B)25=269(B) 26=263(B) 28=251(B) 32=381(B) 33=218(B) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-142, 8-14=-20 Concentrated Loads (lb) Vert: 13=267(B) 2=563(F) 4=563(F) 10=244(B) 15=557(F) 16=563(F) 17=563(F) 18=563(F) 19=563(F)20=563(F)21=162(B)25=269(B) 26=263(B)28=251(B)32=381(B)33=218(B) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plil) Vert: 1-7=-181, 8-14=-20 Concentrated Loads (lb) Vert: 13=-234(B) 2=-554(F) 12=-1 340(F) 4=-554(F) 10=-1649(F=-1340, B=-309) 9=-1 340(F) 15=-561 (F) 16=-554(F) 17=-554(F) 18=-554(F) 19=-554(F) 20=-554(F) 21=-88(B) 22=-1340(F) 23=-1340(F) 25=-308(B) 26=-316(B) 27=A340(F) 28=-306(B) 29=-1 340(F) 32=-429(B) 33=-238(B) 34=-1341(1`) 15) 1st Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=-180, 8-14=-20 Concentrated Loads (Ib) Vert: 13=-434(B) 2=-754(F) 4=-754(F) 10=-364(B) 15=-761 (F) 16=-754(F) 17=-754(F) 18=-754(F) 19=-754(F) 20=-754(F) 21 =-288(B) 22=-200 25=-429(B) 26=-409(B) 28=-381 (B) 32=-493(B) 33=-303(B) 16) 2nd Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) - Vert: 1-7=-180, 8-14=-20 Concentrated Loads (lb) Vert: 13=-434(B)2=-754(F)4=-754(F)10=-364(B) 15=-761(F) 16=-754(F) 17=-754(F) 18=-754(F) 19=-754(F) 20=-754(F) 21=-288(B) 24=-200 25=429(B)26=-409(B)28=-381(B)32=493(B) 33=-303(B) 17) 3rd Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=-180, 8-14=-20 Concentrated Loads (lb) Standard Vert: 13=-434(B) 2=-754(F) 4=-754(F) 10=-364(B) 15=-761 (F) 16=-754(F) 17=-754(F)18=-754(F) 19=-754(F) 20=-754(F) 21=-288(B) 25=-429(B) 26=-609(B=-409) 28=-381 (B) 32=-493(B) 33=-303(B) 18) 4th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=-180, 8-14=-20 Concentrated Loads (lb) Vert: 13=-434(B) 2=-754(F) 4=-754(F) 10=-364(B) 15=-761 (F) 16=-754(F) 17=-754(F) 18=-754(F) 1 9=-754(F) 20=-754(F) 21=-288(B)25=-429(B) 26=-409(B) 28=-381 (B) 30=-200 32=-493(8) 33=-303(B) 19) 5th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=-180, 8-14=-20 Concentrated Loads (lb) Vert: 13=-434(B) 2=-754(F) 4=-754(F) 1 0=-364(B) 15=-761(F) 16=-754(F) 17=-754(F) 18=-754(F) 19=-754(F) 20=-754(F) 21=-288(B) 25=-429(B) 26=-409(B)28=-381(B)31=-200 32=-493(B) 33=-303(B) 20) 6th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=-180, 8-14=-20 Concentrated Loads (lb) Vert: 13=-434(B) 2=-754(F) 4=-754(F) 10=-364(B) 15=-761(F) 16=-754(F)17=754(F) 18=-754(F) 19=-754(F) 20=-754(F) 21=-288(B) 25=-429(B) 26=-409(B) 28=-381 (B) 32=-493(B) 33=-503(B=-303) 21) 7th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=-180, 8-14=-20 Concentrated Loads (lb) Vert:14=-200 13=-434(B) 2=-754(F) 4=-754(F) 10=-364(B) 15=-761(F) 16=-754(F) 17=-754(F) 18=-754(F) 19=754(F)20=-754(F)21=-288(B) 25=-429(B) 26=-409(B) 28=-381 (B) 32=-493(B) 33=-303(B) 22) 8th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=-180, 8-14=-20 Concentrated Loads (lb) Vert:13=-634(B=-434) 2=-754(F) 4=-754(F) 10=-364(6)15=-761(F)16=-754(F) 17=-754(F) 1 8=-754(F) 19=-754(F) 20=-754(F) 21=-288(B) 25=-429(B) 26=-409(B) 28=-381 (B) 32=-493(B) 33=-303(B) 23) 9th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=-180, 8-14=-20 Concentrated Loads (lb) Vert: 13=-434(B) 2=-754(F) 12=-200 4=-754(F) 10=-364(B)15=-761(F) 16=-754(F)17=-754(F) 18=-754(F)19=-754(F) 20=-754(F) 21 =-288(B) 25=-429(B) 26=-409(B) 28=-381 (B) 32=-493(B) 33=-303(B) 24) 10th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=-180, 8-14=-20 Concentrated Loads (lb) Vert:13=-434(B) 2=-754(F) 11=-200 4=-754(F) 10=-364(B) 15=-761(F) 16=-754(F) 17=-754(F) 18=-754(F) 19=-754(F) 20=-754(F) 21=288(B) 25=-429(B) 26=-409(B) 28=-381(B) 32=-493(B) 33=-303(B) Cominuea on page a weuq-Fieaw9mryF¢re.krtdr'}11aF IIusl6�5dilli'j5[[3ll[!t.MST[Ds0111C1S[UfFOtl't4Tp)1➢i6;��6euiil'hm FttA[teiprau!tae aLrxlea4rufiis rnrsCesi3ePrtxiv3{fa�; aJ ike(,e&aFf. Fezke P,FE ldun:e SSeFlteim nv tlehu�ire.1:<nneinmeao.err! fLirkumvCergitlrs skslfirevdlzxe7C0TFe ed:L lselnsion:.e f,l©rnjil, `FemCFFrrie: nessinrsaylo;rgrt:WsmeeryFanAnrlat:siva aSua�iyierpa:itaJ.lar@eersgad>�su�im:lepH la lo6edr.ula lRl. fkksin ns.oitrry lutlga�[Ciees.s�tslea[ '.: Anthony T. Tombo lII, P.E. ad neelh: Trss Finery Fei�re isneueFnsu:li¢dhr O.eer, ergneii o+@niied ege9no:kddnd g:ugw,ble uAedd6elM @rl%al�lelzxl killie[v.dra/iflA. ik eprcrtldue fCead eryfi:id.0 dtlrTnrt; ndelhytneliry ilage,inid'uf id Fm�y ssdnene �,ra.rwaie[ : : a 80083 8 Ide 6r.1l�Ussi€era-0O�:edn. IthdaseWitlb:lOCn15e[¢Civet eelg+i2erntt[niele8rr[ew—I Ytalrhd[emeR:m(I[SQrelfi:ttl If IPindw.idn MIX I..dsid—lnl ts-11,res[aili1itiri WkWO!Tosshil^Lnssd;iprfvtanerllrc:il"mh3rtn, alrss 445I St. LUdE Bilk. e9ewtseT&ullye[unalrgedgnlc mruhmi dran bnhrd IDa Ga:s eeg(r[elhere is gitflrtxuTouril[sa,uurs:rl:lrs reshrn ufcgsaudhy an asddnsd loos ne nddwdniTt' Fort Pierce, FL 34946 (opyright�fRl6AdRua!Cuss=s-Anthonyi.Tamhalll,P.E. Repradur[ionolthisdommentfironyform,isprohibited withouttliewritten permission from A4 Roof 6ussos-AmhonyLTomlin III, P.E. Job Truss Truss Type Oty Ply A0173749 XCAS6512AMBL FG6 FLAT GIRDER 1 4 Job Reference o tional Al Roof Trusses, fort Pierce, fL 84y4b, aesignLa-llruss.tom LOAD CASE(S) Standard 25) 11th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=180, 8-14=-20 Concentrated Loads (lb) Vert: 13=-434(B) 2=-754(F)4=-754(F) 10=-564(B=-364)15=-761(F)16=-754(F) 17=-754(F) 18=-754(F) 19=-754(F) 20=-754(F) 21=-288(B) 25=-429(B) 26=-409(B) 28=-381 (B) 32=-493(B) 33=-303(B) 26) 12th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=-180, 8-14=-20 Concentrated Loads (lb) Vert: 13=-434(6)2=-754(F)4=-754(F) 10=-364(B) 9=-200 15=-761(F) 16=-754(F)17=-754(F) 1 8=-754(F) 19=-754(F) 20=-754(F) 21=-288(B) 25=-429(B) 26=-409(B) 28=-381 (B) 32=-493(B) 33=-303(B) 27) 13th Moving Load: Lumber Increase=2.00, Plate Increase=2.00 Uniform Loads (plf) Vert: 1-7=-180, 8-14=-20 ` Concentrated Loads (lb) Vert:8=-200 13=-434(B) 2=-754(F)4=-754(F) 10=-364(B) 15=-761(F) 16=-754(F) 17=-754(F) 18=-754(F) 19=-754(F) 20=-754(F) 21=-288(B) 25=-429(B)26=409(B)28=-381(B)32=493(B) 33=-303(B) 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-86, 8-14=-10 Concentrated Loads (lb) Vert: 13=-221(B) 2=-389(F) 4=-389(F) 10=-232(B) 15=-386(F)16=-389(F) 17=-389(F) 18=-389(F) 19=-389(F) 20=-389(F) 21=-1 64(B) 25=-229(B) 26=-231 (B) 28=-231 (B) 32=198(B)33=-155(B) 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-86, 8-14=-10 Concentrated Loads (lb) Vert: 13=-221(B) 2=-389(F) 4=-389(F) 10=-232(B) 15=-386(F) 16=-389(F)17=-389(F) 18=-389(F) 19=-389(F) 20=-389(F) 21=-164(B) 25=-229(B) 26=-231 (B) 28=-231 (B) 32=-1 98(B) 33=-1 55(B) 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-142, 8-14=-20 Concentrated Loads (lb) Vert: 13=-211(B) 2=-332(F) 4=-332(F) 10=-222(B) 15=-338(F) 16=-332(F)17=332(F) 18=-332(F) 19=-332(F) 20=-332(F) 21 =-1 54(B) 25=-219(B) 26=-221 (B) 28=-221 (B) 32=-1 88(B) 33=-1 45(B) 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-142, 8-14=-20 Concentrated Loads (lb) Vert: 13=-211(B) 2=-332(F) 4=-332(F) 10=-222(B) 15=-338(F) 16=-332(F) 17=-332(F) 18=-332(F) 19=-332(F) 20=-332(F) 21=-154(B) 25=-219(B) 26=-221(B)28=-221(B)32=-188(B)33=-145(13) 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-86, 8-14=10 Concentrated Loads (lb) Vert: 13=-221(B) 2=-389(F) 4=-389(F) 10=-232(B) 15=-386(F) 16=-389(F) 17=-389(F) 18=-389(F) 19=-389(F) 20=-389(F) 21=-164(B) 25=-229(B) 26=-231(B)28=-231(B)32=-198(B)33=-155(B) o.icus rvuv sccuu 111.. o....... ,«..;, ..,,,. .. '..... .. ...... ...... -_-- 11 I D:amP6bxencrcGzclW l dozkBzv95J-oToaW NP2DAUwyh3Mg5fOW HcTiXGIla9kvVe4hJyBhSv Standard 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumberincrease=1.25, Plate Increase-'1.25 Uniform Loads (plf) Vert: 1-7 -86, 8-14=-10 Concentrated Loads (lb) Vert: 13=1221 (B) 2=-389(F) 4=-389(F) I0=-232(B) 15=-386((=) 16=-389(F) 17=-389(F) 18=-389(F) 19=-389( )20=-389(F)21=-164(B)25=-229(B) 26=-231(B)28=-231(13)32=-198(B)33=-155(B) 34) Reversal:1 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Para[el: LumberIncrease=1.25, Plate Increase=1.25 Uniform oads (plf) Vert: 1-7 -86, 8-14=-10 Concentr ted Loads (lb) Vert: 13= 221(B)2=-389(F)4=-389(F)10=-232(B) 15=-386( ) 16=-389(F) 17=-389(F) 18=-389(F) 19=-389(F)20=-389(F)21=-164(B)25=-229(B) 26=-231(3) 28=-231(B) 32=-198(B) 33=-155(B) 35) Reversall Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.25, Plate Increase=1.25 Uniform lloads (plf) Vert: 1-7T-86, 8-14=-10 Concentrated Loads (lb) Vert. 13= 221(B) 2=-389(F) 4=-389(F) 10=-232(B) 15=-386(F) 16=-389(F) 17=-389(F) 18=-389(F) 19=389(F) 20=-389(F) 21=-164(B) 25=-229(B) 26=-231�13)28=-231(13)32=-198(B)33=-155(B) 36) Reversal[ Dead + 0.6 MWFRS Wind (Neg. Internal) 1st ParOel: Lumber Increase=1.25, Plate Increaser-1.25 Uniform Loads (plf) Vert: 1-71=-142, 8-14=-20 Concentrated Loads (lb) Vert: 13 �-211(B) 2=-332(F) 4=-332(F) 10=-222(B) 15=-338�F) 16=-332(F) 17=-332(F)18=-332(F) 19=-332(F)20=-332(F)21=-154(B)25=-219(B) 26=-221(B)'28=-221(B) 32=-188(B)33=-145(B) 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumberincrease=1.25, Plate Increase-1.25 Uniform -oads (plf) Vert: 1-7 -142, 8-14=-20 Concentrated Loads (lb) Vert: 13-211(B) 2=-332(F) 4=-332(F) 10=-222(B) 15=-338(F) 16=-332(F) 17=-332(F) 18=-332(F) 19=-332(F) 20=-332(F) 21=-154(B) 25=-219(B) 26=-221(B) 28=-221(B) 32=-188(B) 33=-145(B) 11�hg-Fim.tlsmgg¢.:aa ru'f�l lag! naSgES�ilFg,gfeRst Fil4ffl(ukNil"vISNS[OY(FCf-.f)2(C6;SIELSYEYffuR hrtlt fetipp ��!!tud rerl 4su4it tnttCnipOrtrbgPOs";ml&tOSOapLFt€t11A;1f.le�itz f'mltdre�Eelessrlmne tnlefaRe lCD.Wr . me take rrescf!Iad tr neFouulg,uentnF. rxnsrg,nuagme,, gafurmfmnuswmfar', ILi!ksa.emr llrhsidlkesefkrle �!sl!tdL lteirnsOnt�hges{�t,Sieadrylss�:!4,!I:se1!a vyiD;tgrz!ultmtc!Ftmtdds{!de:sitnlegh!�^og!:,r�:��!rmr�adsysrF .!Heel ttsT.. LranihiEFq is 9 .a!p,sfa.eh dd OnghG.?,,fiaiud 9we roI&Aq enipa,mfx.dedd!n li4&r ltf.11'#6alblfgaf:.fmi. Re eipnoldlie lCgduyfi:NnedfleL n;6defiyfnirmg,dsge,usideF of koag sid'eeee.:lmn0iryd Anthony T. Tornbo Ill, P.E. *80093 ' IhGilfmt6!Sipatrl G>eeda. AneQes SOW. Inone-,af rr :lis.dlfer U-46sP.Ists!!IdeutlemQ(s¢relG;kt/1rRI nfSSGn of—I1.I—s!possa. lnl fdnolo ter.,WN, tdf od DO,, Omp.,iatsf vPW..a.l loss ymhd .....1 4451 St. Lucie Blvd. stlnwlssfehuewa:anm tuedtpsswmrgydipm:!ind!!s.ta: crass 6sia 6gl.aargitlrtatuq ompa:uinss sgInea 6ih>ad.rhdf!q. zi!aledc,d!restnusfa5ofmi141. Fort Pierce, FL 34946 (opyrighi02016A-1&ooffiassas-Anthonyt.fambe111,E.E. Reprodudianafthisdotomeat:inany form, isprdhibiladwirhounhensiffea permission from AdAaoFEmsses-Anrhonyl.TmhoIII, H, a Job uss Truss Type Qty Ply XCAS6512AMBL FFrL., Floor 3 1 A0173750 Job Reference (optional) ,....w, ....... a , cmyu�Wa i uuas—ni Run: B.UGU s Hug J I Zu is r-nnr: c5AZU S N0v iZ ZUl r mi I eK industries, Inc. Wed Dec 6 13:17:40 2017 Pagel ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-oToaWNP2DAUwyh3Mg5fO WHcUgXJzlfhkvVe4hJyBhSv 0-4-8 H ' 1-3-� I 2-6-0 1-9-12 2-0-0 I 1-10.4 2-6-0 t7 Dead Load Defl. = 1/16 in I 4x6 11 3x3 11 3x3 = I 1.5x4 11 1.5x4 11 30 = 3x3 11 4x6 11 i 1 2 3 4 5 6 7 A 14 13 12 11 10 9 1.5x4 11 4x6 = 30 = 3x3 = 46 = 1.5x4 II LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014rrP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1 = 919/0-4-0 (min. 0-1-8) 8 = 919/0-4-0 (min. 0-1-8) Max Grav 1 = 919(LC 1) 8 = 919(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-885/0, 2-3=-883/0, 3-4=-2095/0, 4-5=-2095/0, 5-6=-2095/0, 6-7=-883/0, 7-8=-885/0 BOTCHORD 12-13=0/1767, 11-12=0/2095, 10-11=0/1768 WEBS 4-12=-286/0, 5-11=-281/0, 1-13=0/1216, 2-13=-264/0, 3-13=-1033/0, 3-12=0/585, B-10=0/1216, 7-10=-262/0, 6-10=1033/0, 6-11=0/581 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7-3-12 1-0- -0,Edgej, j13:0-2-8,Edge CSI. 'TC 0.66 BC 0.75 �WB 0.58 IMatrix-SH LOAD CASE(S) Standard DEFL. in (loc) I/defl Ud Vert(LL)-0.1510-11 >999 480 Vert(TL)-0.2310-11 >736 360 Horz(TL) -0.03 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 81 lb FT = 0%F, 0%E s tBeti.r-flea 8uterdrrMe.fie'14 rOS!?IL5S6(Srl!rr6[lIn 17?df6rT0lllflS fJ4i0Yj Wf•Y}A¢6:§'i�SWRI'fua irtiff[eup tsvice±rt!ent!nrutn:�i!irt!tC:!i�L'!cvbt(t[:�¢ilpeW¢tL6:iom,l:.le!S!na5'm!6ehren.l'sl!:s ktv.l!e rchrntt.?CD,u!r wletaae!ewylers ssmkr!etim3etotnd:r rsrrmso:s:�rqe;y(,steas�Ect�s::4n:!mnmprMsgmmswsegaxsanrrnkmsam ssg,s!�m�t�wrhrtte tesgadnasv9�rseas ty:sas. n:roosdr,ulamt. tstssbssmsfes!!, �sss!edasc,amsrar �I Anthony T. Tombo III, P.E. nt,seJ�:crmsfaraRteittr; is ue¢syn!^.r.!nt r16!U"m, Ea Cner!egFvkdegeiuqe 6ri1rrt0.nrge,®9:a uCeddGen(,@,Ittdiielox!S!:IGrtnlzuirfll. nx epind¢ru NOINorfi:ldr,,e!tlel.rs!,hd.rur!aslfny.siage,ustdenanl knsr diile Re!ntRsiidA 80083 nsr,ar%g!rrpermer.rsu".wff:w:sssinnnia:toemm:tsmmsnrr;:wnn.nuralrssoGp!s!itegixna.annPapt.smt:nr!fl.sasrums:ir.!rrnr sdp�aare.irrte sacmpssraesNanssdn:r!ruo e,ranee!�s.5sennnsessausrrrma�,�das: 44515t.LucieBlvd. tllnxh:hhttllro(xnMspeedrynin n!^rgYr el'amennrh:ilia{naDes4t[eyiat!IS FOIflrtr!tha Deli}xtnrnssrslenutm:na!egr,,ln�. u!¢rade!t!mx; mrsa!P:d in Ru. Fort Pierce, FL 34946 (opyright0206A-11hodhosses-Anthonyf.Jamb11 1`1 Hepsodunionofthisdammeni,innayfasm,isprohibitedwithautthemitlnnpermissianItemh4Rooffusses-Acthont,LIambIll;P.E. Job Truss Truss Type Oty Ply A0173751 XCAS6512AMBL FL02 Floor 7 1 Job Reference o tional A moor Trusses, rurl riu—, 0-4-8 H , 1-3-0 „ 2-6-0 1-9-1 4x6 11 3x3 11 3x3 = 1 2 3 I 14 13 1.5x4 11 4x6 = t: 8.020 s Aug 312016 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:41 2017 Page 1 ID:I1 aCmcugpCgoCZ76?IBXGuyKcRf-HgMyjjPg_UcnZreZOpAd3U8fCwbs16bu89OeDmyBhSu 2-0-0 1r Dead Load Defl. = 1/8 in x4 11 3x3 = 1.5x4 11 3x4 = 1.5x4 11 5 6 7 8 11 10 1.5x4 11 3x6 = 3x4 = 4- 5-11-4 1-0-0 1-0-0 6-8 4 Plate Offsets X,Y — 1:0-3-0,Ed e , 13:0-2-12 Ed e , 14:Ed e,0-0-12 LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.14 10-11 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.21 10-11 >825 360 BCLL 0.0 Rep Stress Incr YES WB 0. 0 Horz(TL) 0.02 9 n/a n/a BCDL 5.6 Code FBC2014frP12007 Matrix-SH Weight: 81 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 1 = 953/0-4-0 (min. 0-1-8) 9 = 955/0-3-8 (min. 0-1-8) Max Grav 1 = 953(LC 1) 9 = 955(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-917/0, 2-3=-916/0, 3-4=-2241/0, 4-5=-2241/0, 5-6=-2104/0, 6-7=-2104/0 BOT CHORD 12-13=0/1858, 11-12=0/2241, - 10-11=0/2243, 9-10=011351 WEBS 4-12=-294/0, 1-13=0/1261, 2-13=-266/0, 3-13=-1100/0, 3-12=0/638, 7-9=-1577/0, 7-10=0/878, 6-10=-288/7, 5-10=-468/53 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. - 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1Yamy-nmueanxzEryrniea t�e'dIlD�v 11CSffi!itta,n[g3ll liidS P.[06DIn¢ASt¢f'0lli"i¢i0'}.NNk78lEa'sY?kT lw �inrtpWiga pa„shvscEreef 4suaKsinss CesigSDrtnie;PD¢)aeitleluflnpl.luis R:F.'..le!cna,2 SfW. Eelae et. Caless o'tx�ise;!efeiulFe trD,nit }LLkrsr pielrs s�llkesedtxYeitRtakerdt. Asain:sD:sFycasii.e.,Spe::eag 6piar,. stB:sMnrJi@", rtFnsnlsw cepR�tAMe pret;sitad ergoxriagre;psa:di§gtas5e ltagsel@asugs cress iepel:ita 6e1D0nlp,runlrll, rrltsi3e,sse®Fcc=,fx!¢p rufCius,:aDsgam '.. Anthony T. Tornbo III, P.E. nt rxdlir inn kvegd¢i.rd isnenspri:zlapdP.¢"aer,@xD.ads Mkerinlapr.Cn Yse&illnpDesgs,ts xdaddlle @ti nfR.xlvel§�Idhpmiea{Rld.tle epp�ncldlgeIDOsclutfi>N.ua',tleLus,ird.tiagksel®D staege,iesfslieinni heugsldl le rtspruiiilirya! -180083 tke ir¢CepDasi�erai 6aiMn. Aaeclesst Mia iL•IDC nfeeps tiresnlgnldueseltselct&ey6 sesiS£el, iga:me a(r0p if:tanrrnnlS3Limsdnual lx r�sd pci9 e.7P4ll vxfte nspasutrsesniG6esdt§:Las.Oauger,?nss C::ips Earinnnlinssyuahmrer,odns 44515t. Lucie Blvd. edaenaieRlprrtnoon agudcpakwcrg kra4pamet indui inaGrs¢er:n 6p5¢u is DutHeuiq¢engan,oLnsStnu:hpizn a'nplail!¢}uirefediei,xr. uenddne{z R41. Fort Pierce, FL 34946 41 Copyright 7d169dRcaiimsses-AmhonyT.Temhalil,T.E. RePodurtinnofthisdotumeot,inany form, ispro hibiled0hourihexdttenpermissian from A-iRcoiTrossas-AaihanyLTannin fll,P.F. Job Truss Truss Type Oty Ply XCAS6512AMBL FL02DS GABLE 1 1 A0173752 Job Reference (optional) --- -• • • •�• �• ���;y;,�o ••���•w INUI I. 0—u , nag 01 ZU iDrill G 6.121.15 Nov iz zuii mmii eK (naustnes, Inc. wed Uec 6 13:17:41 2017 Pagel 1 D:11 aCmcugpCgoCZ76?IBXGuyKcRf-HgMyjjPg-UcnZreZOpAd3U8i-wfr16bu89OeDmyBhSu 0-4-8 H I1-3� I 2-6-0 1;-9-12 L 2-0-0 1-3-12 I 4x6 11 3x3 II 3x3 = 3x3 - 1 2 3 4 5 6 Dead Load Defl- =118 in 3x4 = 7 A o, nb 4x6 = 3x3 = 3x6 = 3x4 = 3-6-0 5-6-0 6-3-12 7-3-12 8-3-12 9-6-0 11-6-0 13-6-0 15 0-0 tl 4- 1-1-8 2-0-0 2 n-n n-4_j� 1_n_n �_nli ;� n_n Plate Offsets (X,Y)- [1:0-3-0,Edge] [13:0-2-12 Edge] [14:Edge 0-0-121 rl5.0-0-1 0-3-01 [21.0-2-0 0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.49 Vert(LL) -0.09 11 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 IBC 0.71 Vert(TL) -0.18 9-10 >964 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-SH Weight: 91 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) OTHERS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc I purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 953/0-4-0 (min.0-1-8) 9 = 955/0-3-8 (min.0-1-8) Max Grav 1 = 953(LC 1) 9 = 955(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-917/0, 2-3=-916/0, 3-4=-2241/0, 4-5=-2241/0, 5-6=-2104/0, 6-7=-2104/0 BOT CHORD 12-13=0/1858, 11-12=0/2241, 10-11=0/2243, 9-10=0/1351 WEBS 4-12=-262/0, 1-13=0/1261, 2-13=-266/0, 3-13=-1100/0, 3-12=0/495, 7-9=-1577/0, 7-10=0/878 NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable studs spaced at 2-0-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. Ntu;-Fimss±hnrytlym+r M1e 1-IIQ:iDmSBfif'3FYr"nEN3A(I(E4f B41kQIIIQIS(QfiQYj tL`f31tIXR0di(05HnT'6r¢.rrtaf Wippyc,^'±lu; reti rm(et±nf•�±GntDe±ige Qa:mg(IDjm(M1e 4finrLrecleln;rt.rdeiea Sleettrlae n. t'rless u'..nalse s#Ae(mBe (fQ,ed( . NIT£kRmlplehf f'm7 iet5!{}tt'CY-QCt9I<IO('I, AS ITMSQm^d FlrOin(12, �rKIiL}'EL(i«II YTte SRf rDD it;R±Wsmrcepfl«eAlm;rdrxuuleegiue±a;rxpcxitiTh6r•k�lrtip Apespgk Tr�;le;elelalk IDDnir,minlrFl. IS:lesyeno rEi6:, i9e(0rnit«1i;, lirftiLtl} An T. Tombo III, P.E. «e-dhi±±sFxmgtrilkkg(ine nsp«sm:IDpdth oin«,Ea Qners d!u«ed egad« Ite(e7in0 •gn,(ate«deddh±IK 9, lx«ifxmnl bii8egeedluS RII Ihx eprncldtie RiD.etmyfi:N.sedge less udndurknelmg, ncge,iesideD tt ig sid. ieaxre<pnsm lid =Tomb Ifsrail!©gQs rruiQd±Wrt.AQrdessded¢IteiDCnlle;nCireinlpa(uesdiebilie;GcpinnlSdslrMrselronyitSprd6h/lgRln55NA«erz(reinM;msdgsiia«eTNidd'mssM1e«s;leu?nik:nnlAhesdNcl±i:.0:x«,i«;sk±;es;,<««tT«±sQ«drann,rdss 0083 4451St.Lude 81vd- eM1erelssieRmdiro (aen�rycedgnR m'Vq iyd(p«nei in I'A lie rmaQeCa [yk«i is E gfle 6saNgQesi}xt,«Les;ggdea Isime« dnr jfi114 DII tc0duo lim «e n dit rcitit CopyrighlD2016A-IAooffirms-An(hanyi-TomboIII, P.f.Raproduaianalrhisdorumem,inonyfo(m,ispsohibi(edwiihouAli wtittenpemissianfrom AA hoibusses- Amboy LTomb ill;P.t. Fort Pierce, FL 34946 y a Job Truss pe QtyPlyA0173753 �Floo 7 1 Job Reference (optional) Al rcoor i russes, ron riescn, 0-4-8 1 30 26 46 11 3x3 11 3x3 = 1 2 3 > I f- 14 13 1.5x4 11 46 = 6-3-1 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 tCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (lb/size) 1 = 927/0-4-0 (min. 0-1-8) 9 = 929/Mechanical Max Grav 1 = 927(LC 1) 9 = 929(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-893/0, 2-3=-891/0, 3-4=-2125/0, 4-5=-2125/0, 5-6=-2016/0, 6-7=-2016/0 BOT CHORD 12-13=0/1789, 11-12=0/2125, 10-11=0/2126, 9-10=0/1309 WEBS 4-12=-271/0, 1-13=0/1227, 2-13=-263/0, 3-13=-1048/0, 3-12=0/580, 7-9=-1527/0, 7-10=0/825, 6-10=-271/55, 5-10=486/80 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between -inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. d: 8.020 s Aug 312016 Print: 8.120 s Nov 12 2017 MiTek Industdes, Inc. Wed Dec 6 13:17:42 2017 Page 1 ID:11 aCmeugpCgoCZ76? IBXGuyKcRf-iswKx3Q]IokeB?DlxWisbihrl KzjmY51 Mp7BmCyBhSt i' 2-0-0 J F 0-11-0 _I Dead Load Deg. = 1/8 in .5x4 11 3x3 = 1.5x4 11 30 = 1.5x4 11 A 5 6 7 8 2 11 10 3 = 1.5x4 11 3x6 = CSI. DEFL. in (loc) I/deft Ud TC 0.60 Vert(LL)-0.1212-13 >999 480 BC 0.86 Vert(TL)-0.2112-13 >799 360 WB 0.518 Horz(TL) 0.02 9 n/a n/a LOAD CASE Standard 9 3x4 = PLATES GRIP MT20 244/190 Weight: 79 lb . FT = O F, 0%E R4YSlirSfifEi'y EENDfCifL4S6SCl�RtDyS EDSIGff{'31rL1�:'.iD'iR:•'iiSY�I'hIR.lrlff*Itt[E tfli3lYltttii:f{e=1`S CI iYFiRa D'.`WaoitriIVVI i}tifi}SS;T.?ECdi Df,rf. rl 113Wdlttl"LUii 46''.A doittt'irk, Rfr fnf fw rlt{ESty8dlit i0.t HurtS54+.�iiR1, I9�tj tt:G::tE4,l'+.iF}I:�! IIiI P.E. kltl4lleuttx Eb64i i}tdE#S:Ct9 rN)Dl'b4t lIIsd. iSii'iiSglf!yt4;4,iti!.t'speC4 Eliittl,t Stdnttylhhttprnlr:st#Yllp!t!!ldtSerdt"tWtapIItlfUy±Y.rldl xdnedNi instfansrEaS¢ayu:arryelo'eel.9&!Melr, ik:O.selsaa*.nitdaredu8 Cxt y7 sip",bEkr:rae;it§e.r€�3e6:aithl#id}p`tl±;eHrdlitd. Sl:}ilTS#34[!tA1t[ArlIPDN±,R{G)Itl, iit p'sxtddlief>IIW en±Sera tlnt'.Sr,Lui#ieq tsdieysilSrye, .hC+nwadi uey fldl Cxrlpta!i2i 3±d '. Anthony T. TOfS1bO - # 80083 �t ra'.tSaygnn'lSC 13{(R4E[SLi!t0iY35dslatDe RDct ktyrxtK:;is tE!(S�EAJOt3'R.IdI:Afdl{ ii!ii'!SiYff3Ui01Ea�E46t1LS!�{y irdt4l SSG tttltftlEfl fR'.S'!Iy%iltNl. EtM1ESi9e4flRS±S6iI..iPFi61Ief113'IRIr�SSDPL�fI;rfYtl Dl4t0 EL'jiCJ H(ERS91:24r dflY.WtlS 4451 St. LUde elvd. zt0pter•fillSt:Mik{(t!%';(Y!'atE+J: alii+fsrd�aeed'ryeCvz:rl edtrlt6er:�isyd±lDrmussdte(. Retns 0ldprey.aex is M3f 9e peF!ay2tily ar•ns; sn�ieyineeldmdeCtity, l9 ¢E�t mitnrss wl ns is ldafFbt. Fort Pierce, FL 34946 (opyrigtjQ2016A-1 got[ 6osscs-Anthetyl.lomdeIII, P.EYepmduitionoilh3sdammem,inanyfum,isrdibited.Bboal1hevmrinenpetmissieairomA-I Root hasses-Amhoayl.tambolll:L A Job Truss Truss Type Qty Ply XCAS6512AMBL FL04 FLOOR 3 1 A0173754 Job Reference o tional Al Root -Musses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:42 2017 Page 1 ID:11 aCmcugpCgoCZ76? IBXGuyKcRf-iswKX3QIIokeB?DlxWisbihv5K6wmf41 Mp7BmCyBhSt 2-0-9 2-0-0 1-11-15 1.5x4 11 3x3 = 1.5x4 11 1 2 3 3x3 = 4 8 7 1.5x4 II 3x3 = 6 1.5x4 II 5 3x3 = LOADING (psf) TCLL 40.0 TCDL 20.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Cade FBC2014lTPI2007 CSI. TC 0.34 � BC 0.28 ' WB 0.14 Matrix-SH DEFL. in (loc) I/defl L/d Vert(LL) -0.03 7-8 >999 480 Vert(TL) -0.04 7-8 >999 360 Horz(TL) 0.01 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 35 lb FT = 0%F, 0%E LUMBER- j TOP CHORD 2x4 SP No.2(flat) _ BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc j purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 417/Mechanical 5 = 417/Mechanical Max Grav 8 = 417(LC 1) 5 = 417(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-423/0 BOT CHORD 7-8=0/423, 6-7=0/423, 5-6=0/423 WEBS 2-8=-518/0, 3-5=-523/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ... �ttT'Ap•9tt5t�i(fE�!IP�(}4'�tiJ: ir�1$:i�tlf�kit.�fiG((IN$6{ilif:;<ip!($:C'}1�7i{ipt0�k:iM��tirhtlw rEltf(pttt4ppt52'fti?lttE{riS131C'@3TtfSfG'A}A::tERRfiti$CG{`+�'S,')16firj':lUi6)�t.t. rtiPlEEft settipdN34SL E13"G1613+JYUl S�Si &1�fr'(F,WIr 1{IiE1;E3nt lYJlttt E3n"pt#1WfprAtlteNhffEfj,:ytb'L143t5 Itt}ptptst.. tltGEnj;[jiEtH�'„BftA,'EtC+}TbdRYtle�!!EA#Sfi441 L{i�l PEbi; 3Aaj;(�GlliapFtlffEl iiC/jp CNLEEipti{bttiAjitji€14:°pi:hf{@t3l firth ith; K34E III1. de Q411pt91Skpp'nA;. eprig�it%ES, eY7t}6.i! A thjony T. Tombo 111, P.E. 51ettEL6lf itfix rLP¢AL ttW4 tY.}fE5?iilfpk LkEO9L#E,bECiLEft Ef4pddtpEelttl}tti:zR.tygtsfpleE�GiXfE52IIY1{f'x, BF �i UL �tIA(dE3;.AAy AL*i$3tn. rbfpftfid�let}:gtl16AfJE�dA}kiT.tAE4ait<Itpixd'sgm(t}L,xAtl: of X'd }!%§�SpAGpttN( jEt<.b17(� #80083 ' NIA, p'Ow mlGtnEAt.7up1s9ExtmU'eP:DaifispEatus¢1yv3fdtes-a'tdic+L:�CA�y>s165Et.SFka'rsffiuECI;pEllis 57tPI�tS'n`tpelehrtettdfppeuEElytidtAs,tYuS$imo3tttryau�:.mftealGln�htF;rsspexfArr.rEvnC4> EEn;attt¢t"pl5kfrlEEFna.Ecftss 44StSt. Lucie Blvd. 3`iElxiledErpttSytpa:rJ agerpgff f9%12o}k+�pp;iAstAthri ?tepnss Oesip6C h91 pe rr"ei3p3esEp,p (,3nlyshpiErt1 da; pfrity. l.;rurtrli�epincltn rdt°ul sslp6l. • Fort Pierce, FL 34946 lopyrighl02B}dA-1&nalTtmes-AnthonyT.TomboIll, P.f, RapreduEriondihisdocument, inany rum, isprobibitedaabontlhtwriceaparmissicnftomA-iknotirasses•AnEbcnyi.Tembn01,P.E Job Truss Truss Type Qty Ply A0173755 XCAS6512AMBL FL05. Floor 2 1 Feference (optional) Al KOOT d russes, ror(rierce, rL avavo, aesign(wwa uruas.wni ' 2-6-0 I— 1.5x4 11 3x6 = 1.5x4 11 1 2 3 Tj 8.020 s Aug 312016 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:42 2017 Page 1 I D:11 aCmcugpCgoCZ76? IBXGuyKeRf-IswKx3QllokeB?DlxWisbihpVKyimYtl Mp7BmCyBhSt 2-1-5 r——r Dead Load Defl. = 1/8 in S = 3x3 = 3x6 FP= 1.5x4 11 3x6 = 1.5x4 11 5 6 7 8 9 0 T 11P 15 14 i3 3x4 = 3x6 = 3x8 MT20HS F IP= 1. I5x4 11 7-7-11 18-7-11 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 4-UMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except* B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-15. REACTIONS. (lb/size) 10 = 1137/0-3-8 (min.0-1-8) 16 = 1 137/0-3-8 (min. 0-1-8) Max Grav 10 = 1137(LC 1) 16 = 1137(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2717/0, 3-4=-2717/0, 4-5=-3204/0, 5-6=-2726/0, 6-7=-2726/0, 7-8=-2726/0 BOT CHORD 15-16=0/1650, 14-15=0/3204, 13-14=0/3204, 12-13=013204, 11-12=0/3204, 10-11=0/1650 WEBS 2-16=-1926/0, 2-15=0/1244, 3-15=-330/0, 4-15=-803/0, 8-1 0=-1 925/0, 8-11=0/1256, 7-11=-351/0, 5-11=-784/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. CSI. TC BC WB LOAD CASE( Standard 12 11 1.5x4 11 3x6 = -7-11 17-5-4 0-0 7-9-9 DEFL. in (loc) I/deft L/d Vert(LL) -0.2211-12 >938 480 Vert(TL) -0.3711-12 >572 360 Horz(TL) 0.07 10 n/a n/a 3x4 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 90 lb FT = 0%F, O%E rarK.uiaras(Trmsts(s(uuVOIA(•.tussmmn(nmsTCH,ME,t}:ues.a:(a;uorlma E0,"1-i,end.ftR4ed( tepmdan.(oonl(,rdn tin. Txtcnf:nxaw^rcr, lu(my ud4erc,amsda(: dLT3k[nse@r)Itln sMl6:eselhrCeiCChlesd:1.ls.TrnsOd: Fya?gtL•.,S;:mtry6;le:¢Rtl:!slwa(i6i:gmttlsmrcipAraedBrrtek:sieednrysra3retp,aa20hfasSelayeJ�esb;&Tro!: mdnesfhnTosshrayreaq is hrnpnlT.tirydMOwer, Raaa,aiomtmrd gNna:kilfuR rntyen,iatle rsnetldtiell4ijr lKNArIr115a�Ite; of R11.(le e0mrleths lCOad®yfieks!edoe foss, ledrtnyFnit ynaeye,umCeaxul6ecr(s6dlhRirss;nsnBiryd Anthony T. Tombo 11I, P.E. -80083 ' tls1a:1q :sigtrv4Mnt1 . R6ntss sd rtlir o:laR nlax;asasr erlp¢ernnAtkla07ar(ar.OenlSu!ehl�,aerca{10Q(clrlh(ir (P nl Sy(A ce rAner (My:�sotyeilrae. lFLl lefiees@<nsrnx'r7tia eelC,nssda:T133SU:fhl5,ia!s �!iye6areneed(nssVufidnn, nlm : 4451 St. Lucie Blvd. 18nak: drkieftre(xnmsg»dgn;s wrmrg lydiN ms I FA lhrron Wplipm is 1019, 6udt4;hi;-011%S;arckr;h,na!wrlM:lfias.:llu(ddee9 �x smrnddinlle i((I. Fort Pierce, FL 34446 2(opyriRht02016.4-1Roolfrasses•AmbanyT.TomboI11,1`1 Reprodunianalibis document,inany hrm,ispsobibliedwhhoutthewinen permission from AdRoof fiussu-AmhonyLTambaIII, P.f, Job Truss Truss Type Qty Ply XCAS6512AMBL FL05DS GABLE 1 1 A0173756 Al o,sr......-.... -- -.,.. _, .,. — 1__:__.:._.._.__ Job Reference (optional) - -• - - - - --- - — ��s �,,, rw, U. — b 1—V r< LU r r rvrr r me rnoustrtes, inc. wea uec 0 l J:l 1:43 2ul y rage 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-D2Ti8PRwW5sVp8oxVDD58vE?ckMZV?yAbTtkleyBhss 2-6-0 I 2� 1-8 2-0-0 Dead Load Dell. = 3/16 in 3x8 = 3x3 = 3x3 = 3x6 FP= 3x8 = 1 2 3 4 5 6 7 n o ■IAA \ r�rl PO.■ •.� r ,-`.._fir r lu..�r LIMM g ro 3x6 = 3x6 FP= 3x6 = 3x6 = 3x6 = 8-7-11 9-7-11 14-11-8 1-4-0 2-8-0 2 -0 4-0-0 6-8-0 7-7-8 -0 8- 12 10-11-8 13-7-8 14-10-8 16-3-8 17-7-8 1-4-0 1-4-0 0- -0 1-3-0 2-8-0 0-11-8 -0 0-2-1 1-3-13 2-8-00- -0 1-4-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.16 13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.33 12-13 >632 360 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-SH Weight: 106 lb FT = D%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) r BOT CHORD 2x4 SP No.2(flat) *Except* B2: 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard OTHERS 2x4 SP No.3(flat) 1) Dead + Floor Live (balanced): Lumber BRACING- Increase=1.00, Plate Increase=1.00 TOP CHORD Uniform Loads (plf) Structural wood sheathing directly applied or 6-0-0 cc Vert: 10-18=-10, 1-9=-126(F=-6) purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 10 = 1190/0-3-8 (min.0-1-8) 18 = 1190/0-3-8 (min.0-1-8) Max Grav 10 = 1190(LC 1) 18 = 1190(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2863/0, 3-4=-2863/0, 4-5=-3356/0, 5-6=-2883/0, 6-7=-2883/0, 7-8=-2883/0 BOTCHORD 17-18=0/1 784, 16-17=0/1 784, 15-16=0/1784, 14-15=0/3356, 13-14=0/3356, 12-13=0/3356, 11-12=0/1780, 10-11=0/1780 WEBS 2-18=-2069/0, 2-15=0/1252, 3-15=-288/0, 4-15=-598/0, 8-10=-2064/0, 8-12=0/1279, 7-12=-334/0, 5-12=-549/0 NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable studs spaced at 1-4-0 cc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131" X-3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), licTn{-Flew@emy!¢rerieatie'ili0C;110558(5!88';.nE67LLI[LISHtOkNi1BS(JfleY{'{I,T,Y)IRC7'fifLgYff('hva6+Cl�ippa�aaknselmlw4tu"atlrtstCesi}erirttimy(Iq"}m!@e1R iLrvada©,r�.txna,swattetareawte,�x„,iucedw@,rto,ut{ giLir Na{ItlrnkUkrserk StiathletdL lseiras0ars 6{771.,Sie:�SGsneiRtlesrrina%Pl;tgrr:w®¢¢pae@@rttutuuail a�sru{rapa:RLhMa&Itstpelme ms4?rt+:fetse@eleAtttt.eetnlnl. rxlrgettna{sas,iffi@{udnuGtahidoi Anthony T. Tom bo I[I, P.E. aewsesd h;Lns hr�piihrsk@rmimo:tllFder OngSe OndsoAsradrye�u@: ktlfzl gn:ve,u@e uded d@e�@elGQlra Wxl7atrz{a§a/nll. neemndA@eiegaf sy@el3ae r114inn;haetujttxde}siaeie,inshl!eaued F.ny ssdlh@x ' as{asnafild.$0083 IYe8rIfzte:siguudLa3a1rtWetless@rrliel'�IOOnlYxriteimedr'Jxlinnelt3e&N£a{GepeeelSfegldsszelem;ttst?{elf:klYtINtWSS.Imtdnn:el4ryi�d;u9rxe.7nleAues@<rts{mswitienelhlnsAtl:LnsO�:ge,Treno:,i{eteter<rutn:ru�rnaan,errm 4451St. E008Lucie Blvd. w@erake(eraellr s (anaa rge:dryn m rilGrg I{ oli {corer Inwhrl lYe sntt D<s!ce [etiea Is igtflr Irli@{ genpw,nlnssstaez [glreu a!ot le!Nh} 9latades9lxr; ne rs defiul icnsl. Copyright 0 2016 A4 Roof Fusses -Anthony I. Tonba 111, P.E, Reprodunlan althis dotoment, hi any form,is prohibited withautthe written permission from A-1 bof Loses -Anthony f. Toreba III, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0173757 XCAS6512AMBL FL06 Floor 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Rur�: 8.020 s Aug 312016 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:43 2017 Page 1 ID:11 aCmeugpCgoCZ76?IBXGuyKcRf-D2Ti8PRwW5sVpBoxVDD5BvE0hkLLV?SAbTtkleyBhS! 2-6-0 2-3-3 _ 2-0-0 2-3-13 _ t Dead Load Defl. = 1/8 in 3x3 = 1.5x4 11 3x6 = 1.5x4 11 x3 = 3x6 FP= 1.5x4 11 3x6 = 1.5x4 11 1 2 3 [ S 6 7 8 9 Ci Ci i Wj1 1 15 1413 12 11 10 3x4 = 3x6 = 3x6 FP= 1.5x4 11 3x6 = 3x4 = 1.5x4 11 7-7-11 8-7-11 9-7-11 , 17-3-6 17 -0 7-7-11 1-0-0 1-0-0 7-7-11 0-0-10 Plate Offsets (X Y) [i Edge 0 0 12] [11 :0 1 12 Edge] [15 0-2-12 Edqe] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.19 11-12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.32 11-12 >653 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 89 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE( ) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 1119/Mechanical 16 = 1119/0-3-8 (min. 0-1-8) Max Grav 10 = 1119(LC 1) 16 = 1119(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2655/0, 3-4=-2655/0, 4-5=-3099/0, 5-6=-2658/0, 6-7=-2658/0, 7-8=-2658/0 BOT CHORD 15-16=0/1619, 14-15=0/3099, 13-14=0/3099, 12-13=0/3099, 11-12=0/3099,10-11=0/1619 WEBS 2-16=-1890/0, 2-15=0/1209, 3-15=-331/0, 4-15=-750/0, 8-1 0=-1 889/0, 8-11=0/1212, 7-11=-335/0, 5-11=-745/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plate(s) atjoint(s) 14 checked for a plus or minus 5 degree rotation about its center. 3) Plate(s) atjoint(s) 1, 10, 9, 6, 13, 4, 12, 5, 16, 2, 15, 3, 8, 11 and 7 checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ... Eve;•flase;nm,a'yverie�fre'41 rP§iAtliki('$EIS+tkEftDCtitt4$EtO�t^3%$tESI@@('W!r11S{SA6fi96Ps97'Mai£rfi4ec{vprvxe;nv¢dtevt Ji tM co-:Arpktt e!§.ken In Cn IUEb)t n:ii htr,+tn;ha xIWO, n veks<vl�s irtvst>9;vrsaaug(tCF;eel:".f.ri}en7.:'ermoO:Iflt!nn§t$9eellvrue ne. U'.<.se a%siaiu FzdaSe lO,tslp atn)fll, iheht3RmsapfiaL.lt�q'exa ns,uh4G1; _ Anthony T. Tombo III, P.E. sdeteaCis rnvtLwver ttgte re3e41oryd&tP+evr.tuC+xefsve5austy;evfndeE "Lerde,t}vr,tarxten:tsde3, ,fp §4Kai t531m�lu ap:ettzd7nd. Tagpafvld14e1:4Wu;Seti ;e tlks bivst itapSz'T,s;.ctuo;,x=t tnvaslhiueq sivGheYavaspcc.u�;7ps! #80083 ' 3e[anj:eelpr.¢:7n'w.-11zae:Stlfeigke lPPef bepeattei¢t p31iR`W§S tQIiA:Ezt;tln)iM1S"x$&i'.'.pi:`'fCNe@t1iS i;§`iSSd1]iPlEd$$:16f11trtfftl'.d(ti6m'tl ilitkR,lni$1J0.t5litijlli'.:thfee4l'c�1'tSdtltrReSPtL}9tt,rnf•P±ti$i liy^EHf @l iRSS k:'h�fi1Y.§SIt55 4451 St. Lucie Blvd, r#aaiseaevdyec zees te�rric�lpeCranesaube4�tlmtonip6 i.paitei+raa9my ,ar nSpsnn�ie;ieeadmherrtt,trevn atdencsnart udwlrpL Fort Pierce, FL 34946 UpyrigEit0'i816A-IAadlrom-Anftayl.lambuIII, PlIepmdutriandibis duument.inaayI m,ispr lodlrusses-AmCnnyl.lemSeIII: P.E Job Truss Truss Type Qty Ply XCAS6512AMBL FL07 Floor g 1 ]Job A0173758 Reference (optional) _-- ------- ..-----, . _...._. __, . _ _ ._ .y..� ... ,. „ r ea. �. e�uv . cu i - svn i eee usuuanes, lnc. vveo uec b 13:1 r:44 zul / rage l IDA 1 aCmcugpCgoCZ76?I BXGuyKcRf-hF14LISZHP_MRIN73xkKh7mBj8gWEQtKg6clg4yBhSr 2-6-0 1-4-6—i i 2 0-0� 1� 110 1 Dead Load Defl. = 1/4 in 4x8 = 3x4 = 3x4 = 3x6 FP= 4x8 = 1 2 3 T� 4 5 6 7 8 9 _ 10 11 T I =:� I. \o■ �.. 20 21 19 22 18 17 23 16 24 15 25 3x6 = 3x8 MT20HS FP-- 3x3 = 3x3 = 4x6 = 10-4-6 , 11 0 00 14 26 13 27 cig 4x6 = 3x6 = LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 1 TC 0,59 Vert(LL) -0.26 16-18 >925 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.50 16-18 >488 360 MT20HS 1871143 i BCLL 0.0 Rep Stress Incr YES I WB 0.76 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight: 109lb FT=O%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except' T2x4 SP No.2(flat) 4) Plates checked for a plus or minus 0 degree BOT CHORD 2xx 4 SP M 30(flat) rotation about its center. WEBS 2x4 SP No.3(flat) 5) Refer to girder(s) for truss to truss connections. BRACING- 6) This truss has been designed for a moving TOP CHORD coricentrated load of 200.01b live located at all mid Structural wood sheathing directly applied or 5-10-4 oc panels and at all panel points along the Bottom Chord, purlins, except end verticals. nonconcurrent with any other live loads. BOT CHORD 7) Recommend 2x6 strongbacks, on edge, spaced at Rigid ceiling directly applied or 10-0-0 oc bracing. 10 ;0-0 oc and fastened to each truss with 3-10d (0,131" X T') nails. Strongbacks to be attached to REACTIONS. (lb/size) walls at their outer ends or restrained by other means. 12 = 1324/0-3-8 (min.0-1-8) 20 = 1324/Mechanical LOAD CASES) Max Grav 12 = 1324(LC 1) Standard 20 = 1324(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3391/0, 3-4=-3391/0, 4-5=-4334/0, 5-6=-4344/0, 6-7=-4333/0, 7-8=-3387/0, 8-9=-3387/0, 9-10=-3387/0 BOTCHORD 20-21=0/2018, 19-21=0/2018, 19-22=0/2018, 18-22=0/2018, 17-18=0/4157, 17-23=0/4157, 1 16-23=0/4157, 16-24=0/4344, 15-24=0/4344, 15-25=0/4159, 14-25=0/4159, 14-26=0/2020, 13-26=0/2020, 13-27=0/2020, 12-27=0/2020 WEBS 5-16=-367/83, 6-15=417/80, 2-18=0/1592, 3-18=-312/0, 4-18=-892/0, 4-16=-89/610, 10-14=0/1585, 9-14=-312/0, 7-14=-900/0, 7-15=-85/643, 2-20=-2340/0, 10-12=-2342/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. ... ...... 6a;sr•%m-Ctrs:JrstritrEc'41?Oa It�rSEaa'yEUDrE?ft4S 6 tOh;6Y7if lFli.511'SOt0'S1�OR W"Ell•tPhre, rnijhc{sryme:sns Ireafeia;alks:rtsshes,7:rr+&rjlC[,MOakPur!1.!ec'vDLriUleseaa54aukFrc na C£as: a�seru sl:cdate RG,aI! RsS4aaefupktr. sh4ltasa3Ea he llkbit n6l lstG+ss;e:�aEgne t_ySreGtrtr isnsj.a uSaw7lDDnmuasaxu!'sri.ttarehuaad;r;iean ;e;rutiti!Ctfu sklailttdResartlalsusirFnlermGtnOah.nlu ltN. €kahsr}t as;eartmq!afet ra!"eayssiati:3� Anthony T. Tombo II:, P.E. -Ja-Ott'fnulutgkaiateeSrrrtatlluhddeD-saa, 6a0xah ae a;rd�;EasusSarz:Gxrhil�n,ukeex�z-sa�:it,es 6Cnl u!Ind is ie3ss$ 3Prl RearrroeddWl:BMatGsN.sdiarsxsa.ai.etorS;�a4.wrt7e,nh[aa duec.¢4 lie to ssesnateua.9r 80083 ' roe tar'tia92estpeesltaAa4r E9asss suatbR-PDatsiarsztasadguh§easalarwdc44spzar^Si xs�iail6�rcSl;sta;klin cl SS:4ao seFsett.�hrrearel lae;e. tiLlCruas4art;pat r}�swttAaekf!-i[rss OeG er, frss Ozca ratite ut'sns Ra�adns,aSess 4451 St, Lucie Blvd, s3ntinffinaat3tdw•r.Sa7aefssaaeutbOt! atlµsaas4nNe4 2aLbs:3s4tste¢a�a isMO(3s taee�r Oevtrxm ressS7sha!aS'erxalatt�¢a, ki u��dh:csmas!✓aaiislibl, (opyrigH0201AA-1Rod tresses-Ahlbayl.lomboIII, P.E ieprodaniond0tsdommtot.inunyrom"SprohiRtilW.1houl$8Writ;eopermissionbomA-1Rooirrusses•Aaf8eop1.1ac5ot11,RE Fort Pierce, FL 34946 Job Truss Truss Type Qty PIY A0173759 XCAS6512AMBL FL07A Floor Supported GI able 1 1 Job Reference o tional i...a....,.:.... t.... iAle.a ne.. R 11•17-dd )f117 P.no Al Koor I fusses, rorr rlerce, rL a4U—, uamyntw,e i u u--I ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-hF14LISZHP_MRIN73xkKh7mJS8sYEb7Kg6clg4yBhSr q-8 3x3 = 3x6 FP= 3x3 = 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0 i 4i5 ' I�tT I I / i 36 0 0 I �' � I3f1 I 1 S71 ST1 \ 1 S 1 a` T1 Si 1 5T1 9T1 S71 ST1- T 1 ST7 ST1 1 of II" (I t[ hh IBM 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 30 = 3x6 FP= 3x3 = 3x3 = 3x3 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 'LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-0-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 28, 27, 26, 25, 24, 23, 22, 21, 20,19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i U-U-1ZI I CSI. DEFL. in (loc) I/deft L/d TC 0.09 Vert(LL) n/a n/a 999 BC 0.0) Vert(TL) n/a - n/a 999 WB 0.04 Horz(TL) -0.00 21 n/a n/a PLATES GRIP MT20 244/190 Weight: 102 lb FT = 0%F, O%E 6{ETq•ntrsl:tEi'yJr(t!ki �1'qi raJ: RDSSh`SSSS�yrillrEt•[tYSBtD�Stk§SI�IE��!Er�i�iC9'J�.�2'�rVL41�rtI0. r[1i(itCgf gCl3TtlfOdrN:tdiSit�:ali C;.�jS:fhRjltDDi t7i�l fllJrl,ItP%ID,rJ. �ItIN[tSgtllSltJi N6 �!Sii'�wft;JE d.Rtq t!'�ilr'D, tSiq gi:'ei ttuJRpttn skngentdta fn lC@pNSdii Astr:.n:ea,'ilequm i_y!ge¢tlryxpc up";fu'titErit@rt;seti[Sax: ra/a1lti:th55 mo-TItni.jmEn'45. fn MCedgEd6e5rsaiti tst rgnkgmRe r3DE.it,u{n lni, igeCttiP rsuz+ !.IaFitgal6`.uy EriE3F3C Anthony T. Tombo Ill, P.E. xdeSesEllls inntsEg£sigoqutatriEriq[u!!&aD«us.RrC;etisnr5autda;Ederf5E4Cspi 5la,U&enlil4t[t,€RSa+ifetr�lu.tigale zdBil TugpuddHt l:DEd evgBeHr,E El3t rasE,sxiiugs. �lag.smrc;E,a�Itlwta3hmcg 5gv61ehttupcetui7q$ 60083 'N 6a`iiSgglifSlC eSrrsebELht gD5pI5llatbl4e r.DR111A;(A xtS Ei gTq!'VtS E!IEO1iS rtASJ'rt^S�:':51A�f&t¢BI�rISCgFnIL1:SSq t S!tRi SSJ61EIiiflE4(?6i: [ESCSS (f11f4R iIIISf!1653 EIt:rSk.V':ilGStlPi i{IEI irBE r7S5 iPSYte!t,t!iSi Di4tf rEq'A.(liE vfiA 1S.::Sd91R•NItSS 4451. 5t, Lude Blvd. !.qli;SStiEratq S(irif-.TJ+T3NgiglE4M1i3giE Sijg311it53lEMt1.1{li'SSSDSS�rij4l.4b A7SE g5rfiiq.'t51�14Nr�fSS(A!9Gsumditgidei�fq. A'r�n.:aatncsmotuq�nta. Fort Pierce, FL 34946 ro i 6122316 A-I&aal Uesses•Ant6¢n T.Inm6a III, F.F. ie roda5fia¢aitdis domm¢¢ttFlm, is !¢6i6dedritbeil PY� 9 Y P Y- P tdenrittel etmissia¢it¢mA-t i¢aiTr¢sses•ArlRe 1. Tac!¢III,P.F. P nY 4 Job Truss Truss Type Qty Ply XCAS6512AMBL FL07B Floor 1 1 A0173760 Job Reference (optional) ------ - �,y„�� I � � � �. a �� � ww ,< cu e r wu I cn a uuslnes, Inc. vveu uec a I S.7 t:40 zu it rage 1 ID:I1 aCmcugpCgoCZ76?IBXGuyKcRf-9RbTZ4TB2j6D2SyKdeFZDKJMOYObzt7T2mMrNXyBhSq 0-1-8 H 2-6-0 1-4-6 „ 2-0-0 1-1-10 r� Ii I� fI Dead Load Dail. = 1/4 in i 48 = 3x4 = 3x4 = 3x6 FP-- 4x8 = 0 1 2 3 T1 4 5 6 7 8 9 10 11 o- m 19 18 17 18 15 1d -Ia 3x6 = 3.8 MT201-1S FP-- 3x3 = 3x3 = 4x6 = 4x6 = 10-5-14 3x6 = 2-10-8 9-4-6 _ 9-5,14 11-7-6 17-10-8 20-7-8 2-10-8 6-5-14 0- -81-0-0 1-1-8 6-3-2 2-9-0 Plate Offsets (X,Y)— [1:Edge,0-0-12], [14:0-1-8,Edge], [15:0-1-4,Edge], [16:0-1-4 Edge] [21:0-1-8 0-0-12] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.27 16-18 >913 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.51 16-18 >481 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014rrPI2007 Matrix-SH Weight: 111 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except' 5) Recommend 2x6 strongbacks, on edge, spaced at T2: 2x4 SP No.2(fldt) 1020-0 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) (0.131" X 3") nails. Strongbacks to be attached to BRACING- walls at their outer ends or restrained by other means. TOP CHORD 6) CAUTION, Do not erect truss backwards. Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 1321/0-4-0 (min.0-1-8) 12 = 1328/0-3-8 (min.0-1-8) Max Grav 20 = 1321(LC 1) 12 = 1328(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. j TOP CHORD 2-3=-3431/0, 3-4=-3431/0, 4-5=-4361/0, 5-6=-4370/0, 6-7=-4360/0, 7-8= 3400/0, 8-9=-3400/0, 9-10=-3400/0 BOT CHORD 19-20=0/2064, 18-19=0/2064, 17-18=0/4189,16-17=0/4189, 15-16=0/4370, 14-15=0/4179, 13-14=0/2026,12-13=0/2026 WEBS 5-16=-364/28, 6-15=-422/28, 2-18=0/1585, 3-18=-311/0, 4-18=-884/0, 4-16=-98/605, 10-14=0/1593, 9-14=312/0, 7-14=-908/0, 7-15=-80/651, 2-20=-2374/0, 10-12=-2350/0 -NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. Wang-fl—fi ftreo.e,'JiII TIUS6 M1i';Q0&[IRZ&DDInCei(Jf[OY[9Urt i[rF96,ERSY;lrlua[eNttaip[zssMuWnmdwR, hh.11.6eiaIn: fl.Ile— She. I a,M eelardcR.trernetee nlao,alt IbTrkct�0e,plda sSrRk,rttlw3eleCule,d:l. rcnTrasehrawte,SimdT[,¢,.6:cWaapiUC rgrt:Wsmsmt0xed0,FakWmdteSw:ungrnraihYtia; Ce tetipdoe u,de Tres, kiaG:TOJalt,alwTt[I. ratWp anarcr,lwEsiwteisc,umllat Anthony T. Tornbo III, P.E. W.drur..fum[Iul,i, Itnertsi,axegd�fl.egMfl>t,ete emlmwlgedwd:Wltu[nxgew,h@eu,hdtfl3ffM ftel!(al(atr21lilfmywreal[flLn,epnwldlfeta0at eerfieN,udfteL es;IWKnikrlreydwelp4sLfanaulhnar ild'lefttns[mklatd #80083 ' Nerrltga:ligwa![effiedm.11lequsded'ulle7RCeelSztuCirc,edizeernadtkhgta[hepunlsutehtdu�Bcn7ls�plG:klltlPlal53Llaerdau:etbrF.sdpilme.l[Fltdnrsfteres[ns liauulAfierdlklussu e,Teecskr�p[yaerrrltnsrn deanei,alm 4451 St. Lucie Blvd. etlnmeieF edltetufia0ryadpnrvrc:ra 17 c1prNnlneh:l th rrm PaCu G7iucr is l9ttleh l/iay Pagax,nimcstdez 6tbrndeet etlneg. dlln[udmllxacneala'uelnn4l. Fort Pierce, FL 34946 (opyright02016AdRoolirassas-AnihonyLTomho111,R.(. Repradumiaaalthis domment,inany form, ispmhibiledwithoutthew6flenpelmissionfromA-IRaofbusses-Anthanyt.TamhoIll, P.E. Job Truss Truss Type Qty Ply A0173761 XCAS6512AMBL FL07DS GABLE 1 1 Job Reference (optional)' Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Ruh: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M1Tek Industries, Inc. Wed Dec 6 13:17:45 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-9RbTZ4TB2j6D2SyKdeFZDKJLEY1_zt9T2mMrNXyBhSq 2-" —f 1=-6 2�—I 1♦"0 I Dead Load Defl. = 1/4 in 2x4 II _ 4x8 = 3x4 = 3x4 = 3x6 FP= 4xB = 1 2 3 Tj 4 5 6 7 8 9 10 11 Ell 1 8 9 0 Y U1 q SFO n 3x8 = 3 �x8 = 6 2x4 II x8 20 19 18 17 16 15 14 13 3x6 = 3x8 MT20HS FP-- 3x3 = 3x3 = 4x6 = 3x6 = 4x6 = 11-5-14 2-8-0 2- -0 4-0-0 6-0-0 8-0-0 9-2- 4 , 10-4-610-8r0 12-0-p 13-0-0 , 14-8-0 , 16-0-0 17-0-0 1,7-9-p161 -0 20-0-0 1-4-0 1-0-0 0- -0 1-3-0 2-8-0 1-4-0 1-2-14 1-1-8 0.3 0 -6-2 1-4-u 7-4-11 i-o-u 't-a-u u a-uu ii u IM uro-u 1 0-9-14 Plate Offsets (X Y)— [1:Edge 0-0-12) [4:0-1-2 0-1-0) [14.0-1-8 Edge) [21:0-4-0 0-0-4) [25.04-0 0-0-41 [29:0-4-0 0-0-4) [34:0-0-9 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.26 16 >923 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.51 16-18 >475 360 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matr ,LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD C, OTHERS 2x4 SP No.3(flat) Standa! BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Qb/size) 12 = 1324/0-3-8 (min. 0-1-8) 20 = 1324/Mechanical Max Grav 12 = 1324(LC 1) 20 = 1324(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3390/0, 34=-3390/0, 4-5=4334/0, 5-6=-4344/0, 6-7=-4333/0, 7-8=-3387/0, 8-9=-3387/0, 9-10=-3387/0 BOT CHORD 19-20=0/2019, 18-19=0/2019, 17-18=0/4157,16-17=0/4157, 15-16=0/4344, 14-15=0/4159, 13-14=0/2019, 12-13=0/2019 WEBS 2-20=-2341/0, 2-18=0/1590, 3-18=-310/0, 4-18=-894/0, 4-16=0/271, 10-14=0/1586, 9-14=312/0, 7-14=-900/0, 7-15=0/299, 10-12=-2342/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 1-4-0 or. 5) Refer to girder(s) for truss to truss connections. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. . ... '#srza;•MsA Csm�:Jrmie�Er'AdixROSSSIxfllrl'aESDctitt4:1 Nk3E'i.�6t411ed1':P01:R61i:."EN; !<i:'tc;rc+��.to;bsst',;itrndta4r lPE9br.G1 rtainss at7a&{uen(u,SFectlliigiettf,^_lsequtsPlGPrsgr adua aamisinnreraarrrldtAputkre rer�h'e!ltSe:utt.tit Caxtt's ax"mLttr;zdardet �tf�tliFN,ia rxAAzs a81.°f.tUt ita�dE4Aautr textt;lItatRfQtr'�St(3tjfA.'If@tril{kVbStb14[r4lvlOjtlC'iiY"Eili'i la�l8'1 d?YdMadf.iittlftteZw"S33$HE4{EF q!ltUbr Et�rtt5tF11t1!t{, 1{tilHf@tSirEiE{I§4EdL �119t iaeS7pr�k9{S^.ttl rapirrijbi0201A A-1 t❑alLassm-AmberyL Iamb III, P.E. iepredntfien of bis dammemt in any fm earaesNnisJrdAaksa LEa rrte;LAtt'uniap7rE$diSa lElSEayl.'Aao412klnepuSDnikhera Eset;c.isiaaaarasrGO,tAh as Ahsfaalt?jAnAler;ag�s:; pA�etAdpatr»snrlAttnsttriaer>wuettlath,Act:t{rtl.i{rttsitassvzrsa:.tar rer�An,s>:ttsr^,. Anthony T.TomboI1T,P.E. a a{ a r:a semi ru rpaat dtlei>9 i q` rrtarat:ts m�ra4a y t ra,xtaEmsA �etxg ssreAoa spttwr 8003 `.r1m57,t ne Ntraadfmr STIjpIA:R IR{:EMN tft�Ad'.13`infilaL}iltS:ltl r'RS �i[!.?�t; rIRt P3440 FL[CNtltfiR54 nStrttMY.HI:51 4451 St. Lucle Blvd. eiarEarsrsr, li AgdA:atdR:c: erk r. ta9tlplrFl. Fort Pierce, FL 34946 i6aauha ririGe❑ permissianfr❑mA-1 teal lrasts-A❑Ibnayl.tambn III; P.E It Job Truss Truss Type Qry ply XCAS6512AMBL FL08 Floor 4 1 A0173762 Ai D....f T.. C.. __- Job Reference (optional) 2-6-0 r 1.Sx4 11 4x6 = 1.5x4 11 1 2 7 o. 1<u s svuv sc cu i a Print: 8. izu s Nov 7Z zul / mi I eK Industries, Inc. Wed Dec 6 13:17:46 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-dd9rmQTpp0E4gcW WAMmomYsR?xLYiJ4dHQ60vzyBhSp , 1-5-14 2-0-0 , 2-2-2 1 3-0 0-4-8 1 i � Y--f Dead Load Deft. = 114 in 3x3 = 1.5x4 11 3x6 FP= 3x3 = 1.5x4 11 3x6 = 3x3 11 6x6 — i d S R 7 o .. . •, 19 18 17 16 15 14 13 12 3x6 4x6 = 3x3 = 3x8 MT20HS FP= 3x6 = 4x8 = 1.5x4 II 10-4-6 20-6-8 9-2-14 9 6 114-0 20-2-0 2 - 9-2-14 0- -81-0-0 1-0-0 8-9-10 0-2- LOADING(psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/deft Ud PLATES- GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.31 17-18 >775 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.55 17-18 >436 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.02 19 n/a n/a BCDL 5.0 Code FBC2014lrPI2007 Matrix-SH Weight: 107 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) 6) Gap between inside of top chord bearing and first WEBS 2x4 SP No.3(flat) diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do truss backwards. BRACING- not erect TOP CHORD Structural wood sheathing directly applied, except end LOAD CASE S ( ) verticals. BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) I 11 = 1307/0-4-0 (min.0-1-8) 19 = 1307/Mechanical Max Grav 11 = 1307(LC 1) 19 = 1307(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except 1 when shown. TOP CHORD 2-3=-3287/0, 3-4=-3287/0, 4-5=-4229/0, 5-6=-4229/0, 6-7=-4229/0, 7-8=-3746/0, 8-9=-3746/0, 9-1 0=-1 084/0, 10-11=-1086/0 BOT CHORD 18-19=0/1 932, 17-18=0/4042, 16-17=0/4229, 15-16=0/4229, 14-15=0/4229, 13-14=0/2678 WEBS 6-17=-300/0, 2-19=-2254/0, 2-18=0/1581, 3-18=-303/0, 4-18=-881/0, 4-17=-84/591, 11-13=0/1634, 9-13=-1860/0, 9-14=0/1246, 8-14=-340/0, 7-14=-871/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. , ��T.nasanra� mh.e<•at tea n¢ssars[un; nsnsl;tw; a rocrrasstnlea{�€rmsar�s�us�l�r»a rnsr tezy�r"a�ra�:�,ataw_ nrzs=a , e:,ysca.syper;a>d�} �s.a,.T.laa�etn,rtumeauseentdmna. e�nsa�,r>rre r.:rivae nu,alr !ti:'elaar. y,'ttt sl btgsifu hrlD teHsa6l tstlsrss e„ Equen(it,'ga6aAJiq�usf,.3e srApaglCPsm<ar_Ypstet4uadht><da:.iul!sp7ai6T;agets:i5y&o lielestpolxtUybLnrigtdr{aatht fiDNr,alsr 187, itshsiyssstr:r :,y»3�awaiey, s>ls!!ir Anthony T. Tombo, 111, P.E. admdmstnntuorirtiaTa rryastir+t!ida0.sn,nsC>setsvaLwedtysda6s tsl g9estym,6txs ntdNeOl,Se Qtai t�le`d1r_iietule zd lFiL TisgFmdd6at;4al Par eUrxd4t'nst:m`.suq sy, Jsrttc,zdal'maaadhec tShcie5nss eaii`:arat * 60083 SstatktGA;s¢aifabsGa. E4m�tsdatatsxP,9atksyraxas alyu45vesY6st.te:yGsra:+CSd,FiasaratrSl;ysUisidlt':,rtttiSiuerCatxv�dMgsarde tY•1k?rscs3a aryoo:irasesiddin a'.ftarusswGcesytan Pti®FeyuuaGinn VsmhrtaJtr,tps 4451 Sk. ttlCie Blvd. aksaiselSnad>1tra.x6aasafqu6mviaTlyd;prissant!e4. ;ba1!rssDesiTsFelcecs isk5(]s t. ent2stt#+.,uixss;jstcaGylan dat ta5zr, ;7¢yk:zelhz me a: dr`aedea Ut-0, topyrighl02AIbA-1RoolTinsel -Aalbuyl.Iomhoilt,tl bpmducionollhisdommentinany full, isptaAt6ltedwnbaayrho wtslinpetmissionhomA-1Root Irmo -Anybyl,lombo1%PZ Fort Plerce, FL 34946 Job Truss Truss Type Qty PIY A0173763 XCAS6512AMBL FL09 Floor Supported Gable 1 1 Job Reference optional Al KooT i russes, ron rierue, rL a43040, uesiynl,n er ���.t.t,t,t OH8 1 2 3 4 Run: 8.020 s Aug 31 2016 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:46 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-ddgrmQTppOE4geW WAMmomYsfwxWgiVddHQ60vryBhSp 0H8 63x3= 6 7 B 9 10 IT 4 6T1 $Tt $T.1 STD \ �I I T1 ST 20 23 19 24 3x3 = 111 � ` .yil -\J '.� •:• y A __y. f\. f. _. 1;4J �.:.....:•.l,:••i':v:?��:ni'•/i}:•:ii•:F'ir•::./•,+••� .: s>w,,......x• ..�:....�T.:...� .`�....:.*z�i .�?,,..:�....�k .fnr....� ...3sa.... .:. x. :.o�,,::...�.....>.�.:<>};4;:: k;':;:,.�ybx::.�ox:::�• •>.<. t 12 11 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 fCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Iner YES BCDL 5.0 Code FBC20141TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 11-2-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 11 Max Grav All reactions 250 lb or less at joint(s) 20, 11 except 19=269(LC 13), 18=266(LC 14), 17=267(LC 15), 16=265(LC 16), 15=268(LC 17), 14=266(LC 18), 13=269(LC 19), 12=256(LC 11) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 or. 6) Provide mechanical, connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. . Ka-v;•flenr rs,V,.rnirafie'tlM;TtsS—riwrt F.Sls!av W§et tesu:M ptsa sea, kt nN lu tle IDD n St n�. ; s t r: en :ui� Fuisea ;u., S;eutr[ u� ' adnea'iusrn;shrmtrlde�uasrrrersi6i',t,.id!Auet,t§sCgx[fscaaeirde;ealuBe 4elef.6a; eilpcod(tebKu Des!tt sneehtlt PDutfv.;ss:Lesselgal,imes a,'Rtrwil s$eturisiseitr} t (tzwo3oyettslet h auo;lr etlpCiessnlrt6 2ei.sss3esb�E•R jaszSs [opyrighl0 DNA RooFirosses-AmboeyLlemboIII, P.L iepmdnuionetibi CSI. DEFL. in (loc) I/defl Ud TC 0.10 Vert(LL) n/a - n/a 999 BC 0.1d Vert(TL) n/a - n/a 999 WB 0.04� Horz(TL) 0.00 15 n/a n/a Matrix-SH LOAD CASE( Standard 'F3!IrjFrse4%is`fna. rerl:ks;spaes�hrsarlmtsstlsa[rssas Nsip Dm6;it0F;nl3rS�sn•1.?er.»tl6rEbMesuflydErh;egze Deus e>hsstlr es .Ss sin e:ylDpnpnrtis u au;taa d Re flAnsrrd rgieenle; regsss:+`ry tw Y.xtesi;ed6e su§bLtsst>pieedwRe 1DDra¢,atn 1F11, iuGsipsss+z;sms, Ism i �4nipn,u[xtm4rtiW9f,fe&(aid^u:deside;sNesm'i(tl. ney}ra>tf ell6elvl isttryDeid tefkt I4e 41iNOrLB:;.Sbfe;!,tskl'^A61 ae}saapz6dtle es�ar'Sd:'; 53xss4:riAt51;p.41i��e; lead StJ me rettnu.�fn snccl;.ilent, TS9: krreesfia te7ee tsrres ®dAtfes dtlt InuOesi�st; Gs, De Ee.ns atTms :tt rsi Par:esSeny,a rss;Tshn&ff�hen det7lei:tix} RD ¢7iWisdb<esar es k�aed hl&I. iromente is aoy Frs, is probi4itEdrisboatthawrinesspermission from A-1 Root Trusses-Amba irl. Tombo Ilk, P.L PLATES GRIP MT20 244/190 Weight: 60 lb FT = 0%F, 0%E Anthony T. Tombo 111, P.E. 60083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 s Truss Type qty ply AS6512AMBL0 ;XC TF ROOF TiRUSS 4 1 A0173764 Al P—f Tnr — FnA Pi— rr 1,10Aa A--:....11..,........ _.._ Job Reference o tional 22-6-0 3x6 = a••v.. nUFK o. t<u s Aug to 2017 rnni: 8.-¢u s Nov 72 20n / Mi I ek Industries, Inc. Wed Dec 6 13:17:47 2017 Page 1 I D:11 aCmcugpCgoCZ76?IBXGuyKcRf-5giD_mURaKMxlm5ik3H 1 IIOdrLihRgUm W4ryRPyBhSo 1-6-8 2 Q 1-6-8 1-6-0 3x3 = 3x4 = 3x6 = 3x6 FP= 3x3 = ....., _ i 3x6 = 5-3-0 Dead Load Defl. = 3/16 in 3x8 = 3x3 II 10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.17 17-18 >756 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.35 17-18 >379 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.58 Horz(TL) 0.06 21 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-SH Weight: 99 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) *Except* B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. REACTIONS. (lb/size) 15 = 82710-6-14 (min. 0-1-8) 20 = 570/0-3-8 (min. 0-1-8) 21 = 383/0-6-14 (min. 0-1-8) Max Uplift 15 = -529(LC 8) 20 = -254(LC 12) 21 = -318(LC 8) Max Grav 15 = 1239(LC 2) 20 = 855(LC 2) 21 = 575(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11 -21 =-575/678, 2-3=-1 647f799, 3-4=-1647f799, 4-5=-1289/606, 6-7=-1138/1108, 7-8=-1138/1108, 8-9=-1138/1108 BOTCHORD 19-20=-576/1178,18-19=-576/1178, 17-18=-617/1305, 16-17=-60611289, 15-16=-599/1270, 13-14=-1341433, 12-13=-1437/1260,11-12=-1437/1260 WEBS 4-17=-300/193,5-16=-128/335, 14-15=-473/662, 6-14=-442/595, 2-20=-13661668, 2-18=-259/543, 3-18=-400/242, 4-18=-255/477, 5-15=-1356/68B, 9-11=-1325/1511, 9-1 3=-1 29/347, 8-13=-308/19 1, 6-13=-1119/807, 9-12=-322/120 WEBS 4-17=-300/193, 5-16=-128/335, 1415=473/662, 6-14=-442/595, 2-20=-1 3661668, 2-18=-259/543, 3-18=-400/242, 4-18=-255/477, 5-15=-1356/688, 9-1 1=-1325/151 1, 9-13=-129/347, 8-13=-308/191, 6-13=-1119/807, 9-12=-322/120 NOTES- 1) iWind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left antl right exposed ; porch right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.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) 21 considers parallel to grain value using ANSVTPI 1 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 Qt=lb) 15=529, 20=254, 21=318. 9) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 15-20=-20, 1-10=-80, 11-14=-20 a*s�-n�s,n�Kurrn¢.o•i-tmcsnuss[s{'sn![v;¢[¢�usrsxsac¢s¢in¢urrsmurrusrrytae:sseu:srt,�, rrmtzei,.e:nu°tnd.�rnerrr°rscr:��¢n.m;Ot�;eraarem�s.m:een,rt.s� s>,:sam.n e�rnae°.nernrearesco.nr; fhT+irmmr�nn s4r¢kesfisrari�°lesett uetn;so-n"s r,;e�e[u.,';e; msrs; :d6,:xlursaomar4mmsm<egrmedneyrc :vudvvK,mrrnnxaan to tr°�daxmdermstgirda s¢¢u¢.ntn7nt. enlmPura sgtamr°e�iuc, rssd4 Anthony T. Tombo llI, P.E. W."Ll;mnr *gnud;i,n<n;mf;:crydd¢n,.aa„ seem,rreysnn:wir�on�e,uae°°waesu4ae¢enriLnzruUgedavllrLlke�mldfirl¢¢ntrlfien.udhrLn.hdrEyFnl�rir.Rm°lrEeunnlrm:;siiiresxns;n,�:,ryt 60083 Ztner+:I6.j¢:sigern![utrrdn.R¢egv sdr°h Re1DCMpreimnl r'id:r°esel°eE°;S�rizptul Sc4htdnsma!1tf4rrlR;sell; RlviSld c.idern°Ilx(nsd;ciGae. iNd d:fieestle,es;nst6a msktlrsd°:rm:¢:s.,na,Tvss¢::i�lePnnntinssbuefe;lneynlm.. nlartsalerads rtx¢ua eMo rile vi 445I St. Lucie Blvd. r m r r'3hdlr*¢xluArrdlurrot¢eslu63o-°BE9ItleGllrie¢¢vlpe,srLrssSrnexFi;Rqu'n;MHf°}N°;udhNlns;mesda5nlinRrl. Copyright 02016Ad Roof Trusses -AnthouyT.Teethe III, P.I. ReptoduNanaithis document, inonyfmm,isprohihiredwithoufihewdttenpermissianfmmAdRoofTrusses- Wherry T.TomhnIII, P.I. Fort Pierce, Fl 34446 Job Truss Truss Type Qty Ply A0173765 XCAS6512AMBL FL11 Floor g 1 Job Reference (optional) A -I MOM I tubbas, rots r1UII C, r� oYaru, ucmyi il,o nsuaa.w� 0-4-8 1-3-0 .. ' 2ir -6-0 5x6 11 3x3 11 3x6 = 1 2 3 19 18 1.5x4 II 5x8 = LOADING (pst) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 1.5x4 II 8.020 s Aug 31 2016 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:47 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-5gjD_mURaKMxlm5ik3H 1 II0igLfHRItmW4ryRPyBhSo 2-0-0�' 1-8-15� Dead Load Defl. = 1/4 in 4x4 = 3x3 = 1.5x4 11 3x6 FP= 1.5x4 11 4x8 = 1.5x4 11 5 6 7 8 9 r� 10 11 1716 15 14 3x12 MT20HS FF-- 1.5x4 11 3x4 = 3x6 = -LUMBER- TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing, Except: 6-0-0 oc bracing: 18-19. REACTIONS. (lb/size) 1 = 1358/0-4-0 (min. 0-1-8) 12 = 1360/Mechanical Max Grav 1 = 1358(LC 1) 12 = 1360(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1329/0, 2-3=-1327/0, 3-4=-4060/0, 4-5=4060/0, 5-6=4589/0, 6-7=4577/0, 7-8=-3463/0, 8-9=-3463/0, 9-10=-3463/0 BOT CHORD 17-18=0/2948, 16-17=0/4589, 15-16=0/4589, 14-15=0/4589, 13-14=0/4321, 12-13=012020 WEBS 1-18=0/1828, 6-14=-335/0, 3-18=-1892/0, 3-17=0/1298, 4-17=-377/0, 5-17=931/0, 10-12=-2357/0, 10-13=0/1685, 9-13=-304/0, 7-13=-998/0, 7-14=-45/675 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plate(s) atjoint(s) 19, 1, 12, 11, 8, 2, 18, 15, 5, 14, 6, 3, 17, 4, 10, 13, 9 and 7 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) at joint(s)16 checked for a plus or minus 5 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 11-10-7 13 46 = CSI. I DEFL. in (loc) I/deft L/d TC 0.62 Vert(LL)-0.3213-14 >785 480 BC 0.9. Vert(TL)-0.5713-14 >442 360 WB 0.87, Horz(TL) 0.03 12 n/a n/a 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc andlfastened to each truss with 3-10d (0.131" X 3") n ils. Strongbacks to be attached to walls at their otter ends or restrained by other means. 7) Gap betwee� inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASES) Standard 12 3x6::*- PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 111 Ib FT = 0%F, 0%E IIDSSi1'SEltriy EEUUi€".R45S(DX:I w15tP1CkS{'6Y!OIA.tM3tr"::fRL4Ch�o, rui�lri:a rrr.&ntedrealcdnnitit;nss C: p3nu;ilDC;s+il4sisthart.i¢uaDyPi.tx"nnn5kdtdercvsx 4"'mt �irrm sue! tTA,N+ #dat:tmti:+{i#es sk'-t13Rdhr htlCENHn`�lst Nwnl au, sns.4 lecat7 gaeer;.".tor#a lru. €n 601; miss:, i"i'l 1911s,w:1u; Anthony T. Tombo 111, P.E. iAtsas;•Nean�rstlytt»Ffl1'41P,k sdrudltk(nisE¢atrtdtojgt7ttt;levsit�n,#dtDiar,fl:C�:thvfi�udetn!«tSxtrbar etvrr,uhesulnta0e.if,^,.tIC¢id•.Md 'eelefsng rd°mt:stvxd7td. ilegrrurldtle l:0¢tttt ie4ls:ed3t urst.aeaitya9'ut.pa¢,a,iklrztardha=q ildkhnntasdi!s{d ilux,fl1 kwiens;u:3:d;siml M,r9 trmsD. Trott DalDrxer¢lirt,s k:3a¢nu,aless #80083 h;t,r„m![¢IrtAr..7 mrtsdatARel;D&h!{t#Wtees¢!!ilsivet#ttr tecpa Sd±YhxecAu}(S�{cti�sidk{;PimlSE:lvetd±rna>llutcditmw s hraLrWvei4ttG a# eels{ethnnEgly dryvomzrrhrt RlSrns Desip(ymzi,NDl it Mve.rl Dmlysx,er rwssSSttta&pmtrd¢y nta p" Hithy. Ag g0ilc!#mdp IPLS' 4451 $t, Lucie BIYd, Fbrt Pierce, FL 34946 topyrigilQ2015A-ldnolltossat-AatEseyl.Tom6oIiI,P.E ispmdod;oneit5isdammem,iaaaytatz,itpm6ibBelld.e6aeutamrilSeapermistiaabemA-Itaoilnsses-Ae15eay1,Toc6o111,P.L Job Truss Truss Type qty XCAS6512AMBL FL12 Floor 1 17, A0173766 b Reference o tional 0-4-8 1-3-0 , 2-6-0 1-9-0 „ 1-11-45 5x6 II 3x3 II 1 2 4x4 = 46 = 3 4 nuij. o.uzu s Aug a I zu io Print. n.-Izu s Nov Tz zui i mi 1 ex industries, Inc. Wed Dec 6 13:17:48 2017 Page 1 ID:amP6bxencrcGzcl W 1 dozkBzv95J-ZOHbB6V3LeUovwgvinoGrzxsZlOnACxwlkbVzsyBhSn O- -8 Dead Load Deg. = 5116 in 3x3 = 1.5x4 11 3x3 = 1.5x4 II 3x6 FP= 1.5x4 11 48 = 1.5x4 = t 5 6 7 A o in 1.5x4 11 5x8 = 5x6 = 3x6 11 3x6 FP= 5x6 = 4x6 — 3x6 — 3x6 11 7-3-11 1 q-4-a 4-4-8 6-2-3 6a4r8 8-4-7 21-6-0 0-4 8 4-0 0 1-9-11 0-2-5 1-0-12 13-1-9 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 j TC 0.66 Vert(LL) -0.35 15-17 >730 480 MT20 244/100 TCDL 20.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.67 15-17 >378 360 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FBC20141TPI2007 Matrix-SH Weight: 126 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* (Recommend T2x4 SP 0( 30 3) 2x6 strop backs, on edge, spaced at BOT CHORD 2xX4 SP M 30(flat) *Except* E 10-0-0 oc and fastened to each truss with 310d 82: 2x4 SP M 31(flat) (0:131" X 3") nails. Strongbacks to be attached to WEBS 2x4 SP No.3(flat) walls at their outer ends or restrained by other means. BRACING- 4)'Gap between inside of top chord bearing and first TOP CHORD diagonal or vertical web shall not exceed 0.500in. Structural wood sheathing directly applied or 5-9-4 oc 5) ,CAUTION, Do not erect truss backwards. purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, LOAD CASE(S) Except: Standard 6-0-0 oc bracing: 21-22. REACTIONS. (lb/size) 1 = 1371/0-4-0 (min. 0-1-8) 12 = 1366/0-4-0 (min.0-1-8) Max Grav 1 = 1371(LC 1) 12 = 1366(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1347/0, 2-3=-1345/0, 3-4=-3057/0, 4-5=-4390/0, 5-6=-4816/0, 6-7=-4816/0, 7-8=-3524/0, 8-9=-3524/0, 9-10=-3524/0 BOT CHORD 20-21=0/3005, 19-20=0/2992, 18-19=0/4338, 17-18=0/4390, 16-17=0/4390, 15-16=0/4390, 14-15=014391, 13-14=0/4411, 12-13=0/2078 WEBS 2-21=-272/0, 1-21=0/1852, 4-18=0/856, 5-17=-520/0,3-21=-1925/0, 10-12=-2404/0, 10-13=0/1687, 9-13=-298/0, 7-13=-1035/0, 7-15=01468, 6-15=-363/0, 5-15=-142/700, 3-19=0/803, 4-19=-1777/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. t7mier-Flacxftemy!¢reakx me'llie.f TleSSSjs'.I1fi r5F63k[{EL4s6[86rtlnueS NsfUM{'!L%C}2(CM7&tECeYfkT'Iuq. rr.Al teilp pga!tgs,et rat h,u5is fren Cesi3e xa3D�}meneecMm7LhxC,IO;ef.launa simEeterersv Aelns dfgylu WA Wh IM"It t:IT?tfp®tffirjni(f1�'lttatei<(Wiil�nt<!a:(/SITg3SOa:R Nrt7?q(12.trl:Ilhj rfrlL.Flt;59t'1e9rlDigrR1W5®it:trflgRanitfbitiflailaSlaalpT r::tp:61T'!/iif iq JAtlnt Sllpl TfNilt/4kd 41 ei1Ddal/•F{1q trlL rL°1C.1119in6]ti'FR5,IC1Rrglil'la4ig7'LiliR([��XINIIT.E�Tef`- Job Truss Truss Type Oty Ply A0173767 XCAS6512AMBL G01 Common 3 1 Job Reference (optional) Al KOOT trusses, roe rtervx, rs. cs-u, UGSIl�11�U i 4uaa.we i -4-0 2 4.00 12 Zui: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:48 2017 Page 1 ID:11 aCmcugpCgoCZ76? I BXGuyKcRf-ZOHbB6V3LeUovwgvl noGrodF12QA07wIkbVzsyBhSn R-nX, 16 4x4 = 3 4 5x6 5 ..I + W1 HW2 m i o 6 17 1.5x4 II 3x4 = 3x10 11 i...._.. --- 5-1-0 B-0-6 -i 5-1-0 2-11-6 Plate Offsets (X,Y)— 12:0-3-14,0-0-111(5.0-8-5 0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.13 6-14 >748 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) 0.11 6-14 >895 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MP Weight: 36 lb FT = 0% -LUMBER- TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 SLIDER BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-0 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 = 354/Mechanical -2 = 462/1-1-0 (min.0-1-8) Max Horz 2 = 104(LC 8) Max Uplift 5 =-310(LC 8) 2 =-466(LC 8) Max Grav 5 = 397(LC 31) 2 = 462(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-480/1179, 3-4=-490/1286 BOT CHORD 2-15=-507/219, 2-16=-1086/441, 6-16=-1086/441, 6-17=-1086/441, 5-17=-1086/441 WEBS 3-6=-539/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and IC-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and f rces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Plates chec ed for a plus or minus 0 degree rotation about i 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 I as been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-01tall by 2-0-0 wide will fit between the bottom chord a d any other members. 6) Refer to girdbr(s) for truss to truss connections. 7) Provide mec�anical connection (by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except at=lb) 5=310, 2=466. 8) This truss ha's been designed for a moving concentrated I d of 200.0Ib live located at all mid panels and at aI panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S Standard A'axit•Fkvsenrxpd}a+kx ®e'4d t7 tt'JfS.>iSElttl}EiA96t iEtl6tUi"€?t�g5(ESl 4{'ii?EYIt:SM�A'L7E�tM!'6tm,Tel, ,WSiaenSeueoitwo-sia Rs less [ri,frcosm;ilQt,"Id's;pvr;1.hr.o§Ryi bresep;tnihio-te sm. l9+naCn+vus idie3a itfi,ny W'fra ei„x;itn:s*wEvasdtathelt�mhn5itsv(rist;i;�EigmeaEa,`€eklrySgNa;Rvsea'sMIDon;esessss-1,1n1dog r0t sdeepvnitet:e;fssvl+4ytmr#41015etmtiet+md7�+dmoie�idr,uduInLitetss�in4-i:ait dmu s,ah5�n AnthonyT.TomboIII, P.E. aoineltisfnsttmmtefte�ptst�srtatiGec!#0!inn,psCatitie<'aai;'lvtmlumetfa;9ntpm,u6e u.uszt!t'tt,�ae n-ludlr3igadszdiilL iieidpaiddt4ePAmdeg6eli,ed;N"ixs,ay.%atiysmrete, a!trGmisdMaq sfiCtr La+wsi!r54rd t80083 ' Re Eel y.e:µv: g!(ahihe tr4itt sdfdbt4e nail{h>.4rxt„it edtdh32estlie tw`t .7dcr{.a°CfdEr 'rxm.v+}fSl�tcttisi?�ht%eidfKl ee reLstadfrr52.:.al ltem. f"rE7eimes3f e;yusl d�tsndthssd@tt:css0e4 i, Ir+n Ot'52 tester ud rti;s7+ lMns.taless 44515t. LUCIP. Blvd, £UAIJi�.tmed IIf8t6L`i!'EjNd ftEimxiiepi Eyd.'tadtt #FiI!el. illletSred�ll�eA itd�l Ervinit2fftti,p(7ss Sifhmrfti'dltNd6lte:EW;,d"a a{IbVed'k&Sttl ei da`E:dAIFbI' Fort Pierce, FL 34946 Ctpyrirb!!!;'f816B-ltaafitrtses•Anl5acyl.lem6olll,p,E,tapindudiani this damaeat.inany kmispea§ibftt� baaft6nnrireaptemistinaUamA-liaaiirasses•AniScayl.laclnt!€,P.E Job Truss Truss Type Qty Ply XCAS6512AMBL HJ3 Diagonal Hip Girder 1 1 A0173769 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:492017 Page 1 I D:amP6bxencrcGzcl W 1 dozkBzv95J-2CrzPSWh6xcfX3F5sUKVOAU3T9PZvs43zOK3WIyBhSm -1-11-11 2-2-8 4-1-2 _....{ 1-11-11 2-2-8 1-10-10 2x4 II Plate Offsets (X,Y)— [2:0-0-0,0-0-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/clef! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.01 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) 0.01 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.05 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 21 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 4 = -31/Mechanical 5 = -300/Mechanical 6 = 934/0-11-5 (min. 0-1-8) Max Horz 6 = 106(LC 4) Max Uplift 4 = -31(LC 1) 5 = -300(LC 1) 6 = -1051(LC 4) Max Grav 4 = 55(LC 4) ) 6 = 934(LC 1LC FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-314/351 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. i 3)I Plates checked for a plus or minus 0 degree rotation about its center. 4)1 Gable studs spaced at 2-0-0 oc. 5) This truss has been -designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'* This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)' Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to' bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=300, 6=1051. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 Ib'down and 137 lb up at 1-3-7, and 69 lb down and 137 lb up at 1-3-7 on top chord, and 21 lb down and 76 lb up at 1-3-7, and 21 lb down and 70 lb up at 1 43-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=-59(F=-30, B=-30) 12=-43(F=-21, B=-21) ZiiFusap •etnikeraTJ!taritakt'Ap SBkiDll3StSf YfltE1-gEi6[iR€ i(WS'8 C6gnS (tS70d.P'si!G'jd(11D8::u6tdnl'hirr, €aS! hEppataae2ts W reNttlssnh'a tun 6t9ps:nniviilDCj W!b!n!Dtt!i.6aaap€tkU@enn 1prdk(xetu. l(�tss t*an�tite skki nkt iGD,nl! S!i'ahereaim p'tssMVt r'dta4eED6bSt nid. hthnsdt:gt(rpmnyy ebth;Eq;etn;.atni:+ss!iGAmnst!nsegbeeaUtRehszrdmsunrnp:r:pxt dcrfa hrlesiptdGrsb;hens iryiddsal€t f30nh,+t(te iry{-;uG;yuss. pace, IsYspacG`ny t:aa6i:1; Anthony T. Tornbo III, P.E. sden etBhpnstMmS.-JdnpesberpncKu!d&eCnet.NaC edtx&'uziyW«4s Exisp7rslpan ietars&sAd14e YC, &'tsl rtl+dtzi�paksad?tst lht yrrud OW138ahe}Ulm ONitnt�s npi><asp•s2isp4i,Lrmw�heery tke6h 4n-vtetki.3pi # 60083 ke Ea:imp.t;xrw!(sc§vhr. 2AsrtttdtdokrlDOnifxxpses¢tpsit'mtslRtp�pati5-re'p(raveiml(SApt2Kstit!iknl st:smtehemtd(spars!�lesa.F76!#3tesMnspw:»:7r'asnl kers t'htiTss:ttr; ptat: Dtin (gattru(;rtsskatae+r�.nttn 44515t. tude Blvd. ata.¢em e!§ft(raar�erlgeth�:n!zpttagpenes eterl ieeLess6ntpx6yuxisX� ttt.i;napEtsyzx,¢rTasslpshnEe,Yeterdtgdn:tial,lDupa ml;rctannlnt:lw1EN. Fort Pierce, FL 34M ropyriibiCC.2616A-ltoolLesses-Amhooyl.lomhaIII, P.f, ieptod4oeofthisdommeas,incoy Nr..ispmhitittdrilhoelihemivenpnmissianhomA-1lootlresses-Anihosyl.fombotil,P.t. Job Truss Truss Type Qty Ply A0173770 XCAS6512AMBL HJ3A Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 METek Industries, Inc. Wed Dec 6 13:17:49 2017 Page I ID:amP6bxencrcGzcl W 1 dozkBzv95J-2CrzPSWh6xcf)(3F5sUKVOAU499W Lvsy3zOK3W IyBhSm nAr 1-11-11 4-1-2 3 2.83 12 9 c� 2 T1 eh 1 Bi 10 4 3x4 = LOADING(psf) TCLL 20.0 1-CDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.42 BC 0.23 WB 0.00 Matrix -MP DEFL. in (loc) I/deft Ud Vert(LL) -0.02 4-8 >999 360 Vert(TL) 0.02 4-8 >999 240 Horz(TL) 0.01 2 n/a n/a -LUMBER- TOP CHORD 2x4 SP No.2 7) Provide mec anical connection (by others) of truss BOT CHORD 2x6 SP No.2 to bearing plates capable of withstanding 100 lb uplift at OTHERS 2x2 SP No.3 joint(s) 3, 4 except Qt=lb) 2=363. BRACING- 8) Hanger(s) or other connection device(s) shall be TOP CHORD Structural wood sheathing directly applied or 4 1-2 oc Sttu St provided sufficignt to support concentrated load(s) 160 r lb down and 153 lb up at 1-3-7, and 160 lb down and HORD BOTCceiling 153 lb up at 1-3-7 on top chord, and 14 lb down and 49 lb up at 1-3 and 14 lb down and 49 lb up at Rigid directly applied or 10-0-0 oc bracing. i7, 1-3-7 on bottom chord. The design/selection of such REACTIONS. (lb/size) connection deviice(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the 3 = 81/Mechanical 2 = 220/0-1-7 (min. 0-1-8) face of the trussl are noted as front (F) or back (B). 4 = 4/Mechanical Max Horz LOAD CASE(S) 2 = 106(LC 4) Standard Max Uplift 3 = -98(LC 8) 1) Dead + Roof Live (balanced): Lumber Increase=1.25 2 =-363(LC 4) Plate Increase=1.25 -35(LC 15) Uniform Loal. (plf) Max Grav Vert: 1-3=-701 4-6=-20 3 = 81(LC 1) Concentrated Loads (lb) 2 = 220LC Vert: 9=131(F=65, B=65) 10=65(F=33, B=33) 4 = 82(LC 18) • FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- _ 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) 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 at joint(s) 2. PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% 9e:sng•Flmss@eneselire,kr4se'AdIOiSMOSSES!k'dEiy5[633I 1?iksa[uSfiIIICls[fiS?OMy tOf;Y}:IYFB@:[QiYFNI'lea rrtifregeip I,=4 W6ete:e a'lnsieertteeen @e Ra,edr mllieme4errl,irsskllkudfx@,TOawked:t.Asrrnss DwIe Eel— Cu, Slem1n,bpM4@esxSnesrTO,grna%.,cgmjdner'.6swotluslewnps:r-1,61!W,t!lesipdbesaftImsleriadA, mel6Oes¢,sstnr&I.Atlenpns:s0:1"beieiecd2111 seanldm Anthony T. Tornbo llI, P.E. ntuedh.T—Gssgr.A'arls@,mpaulttrdEa6n,r, 'u Cr,risen!„uelry,de,he&iit®sO:::�er,n@e udeddfseOC@el((,ertsdxltrtliq„1„dRl-I. Ike en¢.ddfie rO6„e,ryfiegnefArNss,addnrFn TS daei,,ua.4fi.ed le-p in. b.-se Ultd =80083 3, 6a:1[oiR:sipawd6m,ner. ADM" WON WIDD.11lk rRn7fECl c,sdre,!d ;6mYd pil...IRI&i„s@e,esresr;*vfi5esniktiesdla:6,ss 6:zpa,i„ss er:;,;e „•„eI„ssvmet ms<s,edess 4451 St. Lucie Blvd. enu,ns,t,t�sstret•o-ms;seaernmv. esqul rav,s wshst turro:so,se, f,;m,«ncirmuu�s 6,sgx,,nrms; St Ea��u!serbiltng ul,ern�sae,z: u, ss aa5utanu- Forti t. Lucie 3494b (opysig6tdj2dl6AdRaafitassel-Anth6oyi.TamhoIll,P.F. Repiedadionolthiedommealeinany form,isindlited4domihes,rinenpermission hemA-IRoaflasses-Ambonyr.lamboIII, P.I. Job Truss Truss Type Oty Ply XCAS6512AMBL HJ5 DiagonallHip Girder 3 1 AO173771 LbReference (optional) i Roor f russes, Fort Fierce, FL 04946, eesignrdaitruss.com kun: 8.1zu s Aug 16 2u1 / FnnC 8.12U s Nov 1221311 MiTek Industries, Inc. Wed Dec 6 13:17:50 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-WPOMcoWJtFkW9DgHPCrkwOOFUZgZeJCCC24c2kyBhSl -1-10-10 8-7-14 1-10-10 8-7-14 4x4 = 10 2.83 rl2 iil 12 Load Defl. 3/16 in M r` m O N• N LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.28 4-7 >374 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.25 4-7 >413 240 BCLL 0.0 ' Rep Stress Incr NO I WB 0.00 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 38 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 3 = 278/Mechanical 2 = 517/0-10-15 (min.0-1-8) 4 = 224/Mechanical Max Horz 2 = 175(LC 4) Max Uplift 3 = -269(LC 4) 2 = -616(LC 4) 4 = -290(LC 5) Max Grav 3 = 278(LC 1) 2 = 517(LC 1) 4 = 250(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph: HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.25 plate grip DOL=1.25 2) 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) except (jt=1b) 3=269, 2=616, 4=290. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 16. down and 67 lb up at 4-2-8, 57 lb down and 67 lb up at 4-2-8, and 100 lb down and 138 lb up at 7-0-7, and 100 lb down and 138 lb up at 7-0-7 on top chord, and 135 lb down and 541b up at 1 4-9, 135 lb down and 54 lb up at 1-4-9, 19 lb down and 66 lb up at 412-8, 19 lb down and 66 lb up at 4-2-8, and 44 lb down and 117 lb up at 7-0-7, and 44 lb down and 117 Ili 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 (pif) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 9=-87(F=-43, B=-43) 10=62(F=31, B=31) 11=-14(F=-7, B=-7) 12=-75(F=-38, B=-38) Nertng-nas±atmgug,edt.fit•laraarnmss!s�!u7,;,rrau(susac�smncn(moufgos�yweeasrnsutrrn,as¢rnthn>.porr�,¢e,lr±¢raa,ee:�,rre¢:kdgem¢.�gpa�}wnremarr.r.�¢iv,el.sr�,±�,sRr.gt(,<e�±. a±a,±earn�nrn±rmnrsco,mr Na¢ks¢¢{lens¢'ad(ktsediurlCetOaag¢±A:I. AstLrss a:s^a Fsgxy(ia,ggemhsrrgievrl.,n:ssl¢caryi6;rgmun®rrvptmedtl±p,drsnral±¢groiy¢es7a:ntrydr3±lnigasgalesugkTre!;Iei:T.d¢etS:lOCulr,e¢1a 1g41. Thirigonaognas,lad".'fte¢,,duleq Anthony T. Tombo llI, P.E. ninerf6,T-fne±gtedixg is lle mprsiY:4yd5sOna,fita.en's o�lrmei rgrd er ife4iifng aypn,u@coded¢tti±n(,d±Iaeeilxlnef5ilri¢r,d±WTtld.R±¢rpmldlge taa¢Iay fisNne ddrTnss;kd¢tigkaetog,±Ixege,hsirP:e6a¢eli,nag sgdl iege rzrysesiWdrd 2i80083 ' utr�r�gg:, Q<rtrtd.mentrrnra��rceol IM,Ik'rrlr,�±n¢mib.,isKgo,batWtgtft'.Tonsp.1.11-ofl.q ¢a�trnote:re�r�agsxt.nrg ,¢an¢�asTnnagac±sn�u,no �g,Tauo:g. < aegn,rua dr¢ edm 4451 5t. LUde Blvd. ¢flewla ttFxcllrr(¢,u�¢yadepea nP.gYyzl p:tlxt lrat±±e. Ibt rroitaedo GgQ¢r itfar8t 6±ii11¢g Otsipv,rrltasSSgdce 6guw aferytnlmp. LnnicdaNfne!snenaa5alicTit Fort Pierce, FL 34946 (oppigbi 0 2016 A-1 loaffiussas-ActhonyLTambolll,f.L6tproduoianalthisdommeat,inany form, isprohibifelwithouithe ninenpermissionfrom 4-1Aaolhusses-ArthanyL10mboIII, P.E. Job Truss Truss Type Qty Ply T A0173772 XCAS6512AMBL HA Diagonal Hip Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run`. 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 M[Tek Industries, Inc. Wed Dec 6 13.17.50 2017 Page 4 Dad Load Di 11. = 3116 in 2.83 12 3x4 = 1 n Ix4 11 3 B2 1 I _ HW1 20 0 2 I o 1 I G ri 18 5x6 = 19 6 6 d x4 = 3x4 = 4-1-7 5-1-8 6-5-11 4-1-7 1-0-1 14 -3 Plate Offsets (X.Y)—I2:0-10-10,0-1-81.[2:1-7-10,0-1-71,[2:0-1-8,0-0-41 [3:041-1 0-1-111 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/TPI2007 4-UMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x6 SP No.2 OTHERS 2x2 SP No.3 SLIDER Left 2x6 SP No.2 5-0-6 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-13 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 = -62/Mechanical 2 = 55810-10-15 (min. 0-1-8) 5 = 553/Mechanical Max Horz 2 = 173(LC 4) Max Uplift 4 = -88(LC 15) 2 =-493(LC 4) 5 =-381(LC 9) Max Grav 4 = 68(LC 13) 2 = 558(LC 1) 5 = 553(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-1157/962 NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf,, BCDL=5.Opsf-, h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. CSI. DEFL. in ([cc) I/deft Ud TC 0.46 Vert(LL) 0.26 6 >399 360 BC 0.38 Vert(TL) -0.26 6 >391 240 WB 0.00 Horz(TL) 0.03 5 n/a n/a Matrix -MP 4) * This truss h?s been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 iall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 exceptl(jt=1b) 2=493, 5=381. 7) Hanger(s) or ther connection device(s) shall be provided sufficie� t to support concentrated load(s) 57 lb down and 67 Ib up at 4-2-8, 57 lb down and 67 lb up at 4-2-8, ana1l 90 lb down and 83 lb up at 7-0-7, and 90 lb down ?nd 83 lb up at 7-0-7 on top chord, and 73 lb down and 54 lb up at 1-4-9, 73 lb down and 54 lb up at 1-4-6, 13 lb down and 66 lb up at 4-1-7, 13 lb down and 66 lb up at 4-1-7, and 65 lb down and 64 lb up at 7-0-7, and 65 lb down and 64 lb up at 7-0-7 on bottom Fhord. The design/selection of such connection deviqe(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 Increa�e=1.25 Uniform Loads (pin Vert: 1-4=-70, 6-8=-20, 3-5=-20 Concentrated Loads (lb) Vert: 17=41(F=-20, B=-20) 18=62(F=31, B=31) 19=-14(F=-7, B=-7) 20=-131(F=-65, B=-65) PLATES GRIP MT20 244/190 Weight: 47 lb FT = 0% Ztpuzn7-FlmvSaxSFlt"'. WA 110 TIMESN11Ur,;T1F1A1 IDS& tJSm110 s cumgrw'r3'ltlifi7€nOeYElr icon 6idtG;ll: tnacix!ut«dea4!u^sclrtss Ce!ipNtx¢gIN�71!aa6, lrnn(Lt!xla m: rt.Ir�s;nnSW!leine w. rd-dW*ise!W i.bira.nit NiL}rrx up7fl "I'll k!sef hrSe!uCrale!d:r Asarrms Cmr�Fyi¢x{I.e,sru!LryEF�uxrl9::xl remtr6)r<trm<dswscrEeaa! t3!Ero4;si!!de!go!!rigr�Y+a!CC�h!m'�t!slE,dtle n!yle Cnsteg at!!lCee!Ir,atn mt. raearrry, as:rarhe:,lxidrwtx,!rs.:di:a:nr : Anthony'r. Tombo III, P.E. ntn!Ora!hnslxmt!iFbtislte n:rmibdA(dd Cn!SEsC.xisrAuurt eyednn!&nrssgCnga,ialeusl!dstlizOL@!I%ullkfaal'suifgnL=alml.ik!rynddfs!ICCni my fiddmddernss;4d!fiykneLey nvryq;nsil:d�wniF.a:q si ieaensteraiiliryd =80083 mnrr�o!slaarct[!reran.wdrsdnlarroarrtseranre;!dp:a:an!!vltrybcRlsdgl�sda;[ugtar:unrlEnmasrum!!daer:!awwvmNa�r.init�se!nsrnsr�oeannrser�[nscu:kyn,rosso!:p[.<Ratt!a�d!ass!,rd«s 4451 5t. Lucie Blvd. enuvhsa!f,zaar,raw�cvrdop!sncrga,.dlpamss ln!ms.lrztn.soss:<r Eslaex is[arn!wat:�onl+,!rt!nc4tiea rgae<Id!vtAltr4. nlatednca lacn!naad;c mi Fort Pierce, FL 34946 Copyright02016A-Itaoibusses-ArlhoayLlambollhP.E.&produnioaalthisdorumem,inaoyform, isprohi6iled-xilborrbewrittenpelmiscieofrom A-Itaoffrossu-Arihonyr.lomba111,P.E. 4 Job Truss Truss Type Qty Ply XCAS6512AMBL J3 Jack -Open 1 1 A0173775 Job Reference (optional) A7 ROOT Trusses, Fort Pierce, FL 34y46, design(alaltruss.com Run: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:51 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J=bykp8XyeZsMmNPUzvMzTbZQtyEsNmSMRip9aAyBhSk -1-4-12 2-11-5 1-4-12 2-11-5 LOADING(psf) SPACING- 2-0-0 TCtt 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 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 2-11-5 ac 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 ouide. REACTIONS. (lb/size) 5 = 261/0-1-8 (min. 0-1-8) 3 = 71/Mechanical 4 = 22/Mechanical Max Horz 5 = 108(LC 8) Max Uplift 5 =-207(LC 8) 3 = -69(LC 12) Max Grav 5 = 261(LC 1) 3 = 71(LC 1) 4 = 48(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-229/441 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. 3x6 II 2-11-5 2-11-5 CSI. DEFL. in (loc) I/deft TC 0.40 Vert(LL) -0.00 4-5 >999 BC 0.09 Vert(TL) -0.01 4-5 >999 WB 0.00 Horz(TL) 0.00 3 n/a Matrix -MR 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 at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3 except Qt=lb) 5=207. LOAD CASE(S) Standard i I i i Ud PLATES GRIP 360 MT20 244/190 240 s n/a Weight: 12 lb FT = 0% Ycri!{-Flm!¢tlansAJre�r�ne'i�l r(1;1 DOSs8,�'1FItEi yn[B3tt 1?ISaBG7aellltlS(mraYj W[S):IMBaStEPBYEMriva BerLrtuipµ 3!nreBrneWruGi!Irenk!ipanx�pRi;me ftr BASuJl.teslam:Pl. BAsnxsle¢itdcrn!. Ceirnelasiserseln Ge lBa,eAr Wi¢kc,�ms{lehs ix9ke!elfmkeiaahhrdf. lsrirus gnF.e4Ba¢erpa,si¢mb[(¢pa::4u!sxlnesJm,rgrz!ms®empm¢eatirpssuailesoa!u7rr.,ieurhr�ss¢upei5sm{I¢rmrr¢{¢r 6eBuuuir.ulomt. cxhsh,onusRar.icetrzimto¢ss mhlydJ -'. Anthony T. Tombo III, P.E. ud rseal M1:sTn!s WrrryBEutr iske!esprrro:II�AS¢0»r¢yMg.xtt saAloir¢i ssMutS!Ai7Aap a!::per,ialse uAed A6e11r.141�uffwl¢xliaGfgroe¢udiflL Reypnsia11ir 10aat my fi!Nne Abe lnn;kd¢tiykstihy Amep,us6Uetip<dfrters slAlhGs,¢yrn6ai¢rl ?80083 ' 6r Bodfe{g!uger iva3¢�rt.ILLeA!ss¢INuIkIDBr!1'tz{rsEimosrriAunAtfeleufaB4eSeeen.4hlAumlmu(BlSAplfi:kellBlflniS&1sr:Ac¢rerdr[aasdpilase. IFFleBmerrtr rzgmw'1�1'er ns htindn: rnx0.s:,en,ireu R!iph#r!nr!nn!:B�nafedn¢r;eA¢n.. 44515t. Lucie Blvd. Af¢r.As!kfimdlrslanm!q¢!d<inie nttc lJdl{Flies inA¢el lhrnstreDw Eerteu i¢E�(flsW:t/i!B Uulps!,s,Lau5t1!z6BRao!nJprll'n} tiia{adtellsa:... sMACTI.1. Fort Pierce, FL 34445 (opyright 0 2016 A -I Reof frosses. AnthonyLTamha II,?L Rep auaian ofthis doorman is any farm, is probibbed witbnutthe wrinenpermissien from Ad Raof imssas-Amhooyi.Tamha III, FL rXo-b- CAS6512AMBL Al Roof Trusses, Fort Jack -Open 12 3- 1 LbA0173776I Reference (optional) Run 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Wed Dec 6 13:17:51 2017 Page 1 I D:amP6bxenercGzclW 1 dozkBzv95J-_bykp8XyeZsMmNPUzvMzTbZN Hy4cNjrMRip9aAyBhSM 2-11-4 2-11-4 4 4.00 F12 1.5x4 11 3 0 2 T1 a? r7 g 10 5 73x II � 0 4 6 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0. 33 Vert(LL) -0.01 5-6 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) 0.01 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) -0.06 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP .LUMBER - TOP CHORD 2x4 SP No.2 4)This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 all by 2-0-0 wide will fit between the OTHERS 2x2 SP No.3 bottom chord and any other members. BRACING- 5) Refer to gird4(s) for truss to truss connections. TOP CHORD 6) Provide mechianical connection (by others) of truss Structural wood sheathing directly applied or 2-11-4 oc to bearing plate oapable of withstanding 100 lb uplift at puriins, except end verticals. joint(s) except Gj=lb) 4=150, 5=171, 6=545. BOT CHORD 7) This truss hasp been designed for a moving Rigid ceiling directly applied or 10-0-0 oc bracing. concentrated to d of 200.01b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord, cross bracing be installed during truss erection, in nonconcurrent with any other live loads. accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 4 = -84/Mechanical Standard 5 = -124/Mechanical 6 = 561/0-8-0 (min. 0-1-8) Max Horz 6 = 108(LC 8) Max Uplift 4 =-150(LC21) 5 =-171(LC 21) 6 =-545(LC 8) Max Grav 4 = 86(LC 8) 5 = 148(LC 23) 6 = 703(LC 21) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-339/609 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. PLATES GRIP MT20 244/190 Weight: 13 lb FT = 0% 9mup-Flnsr B»»pllpn.ley rev�ua:;�noirt;s!au"smau liLussuzoinuas (uvnu�Aoi;Mess,;r:E�uur b:a r��(r<a��,�:n»nt:»Iw»»ras(»»e»ysu».mtn¢o;mdnsA�JLl�ta s,rt.Admr�,s rAda,e »,. eda:ax<r.i:r rdre enm+ro.»y fL7skrosonhr pld»sdl k+sedfx4eNCtolssd:l.Asrimsg»&p©sw{i.a,SpmCrFElb»4.dhs�naryT(, »pre:»Is®aapemrsttir p»4-sired»pu:nup»:panEtxrdxl»iPdSe sbptTrosslepdsr rylgllelp,nen lftl.Tr:lydp msapCses,lafhi udmws, rsitildap Anthony T. Tombo Ill, P.E. nerndrsTmsArnplrA3spdsko»spnulirydS5s0.rgGe O+xn'ssdwad gednpe(wlfmmy o»:.»,h@e»deddBro4dr�G»jlralnlSsi�Luyrairrdml. tte yl�oddur NUne ay = RrkrsrdurTn»:adlgla»iQydmriel»td:di�ai h»:vs s4dnr gs n�o»Mwdrd 80083 ' Ih67(m'Uesigsrs6drr3n.AgelessdNUPeNOWbiisCi»:nip]:fis»ettrlcWxi(IR-1Sdtlrtdl-hootl(R)Idfileelrr'I»eSGA—dnu:eefl,j—dpidme.inlid�»s@rrzsriax4ftmnik6»dlilnssOs�e,T¢»Oedpr:e�rennnn,svnd�;m»,odm 4451 St. Lucie Blvd. rtle�lseidwedlra(aenmegadern:anY:n Sp dlprN»Wdrl. Ik instReCn fap�»Is r41th W1tn3asipar,»TrnsSpdre 6po>n11!egMilltrp.:R»}odedlwx;mss da5rd!e itN- Fort Pierce, FL 34446 (oppighd V 2016 Ad loot bosses-Anlhonyf. Eomha ill, P.E. Reptodurlion of this document, in anyhrm, is pmhibiled wihounhe writleo permission from A -I Roof fmssas-Aolhony E.lambe 111, P.E. Job Truss Truss Typel Oty Ply XCAS6512AMBL J3B Jack -Open 2 1 A0173777 Job Reference o tional i mun: m.1Zu s Aug 113 Zu1 r rnm: ts.12u s NOV 12 Zu1 i mi I ex industries, Inc. Wed Dec 6 13:17:52 2017 Page 1 ID:amP6bxencrcGzcl W 1 dozkBzv95J-SnW61 UYaPs_DOX—gXctC?p5cPMYV6DiVf MZj6dyBhSj 2-11-5 2-11-5 3x6 II 2-11-5 2-11-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0j Plate Grip DOL 1.25 TIC 0.35 Vert(LL) 0.01 3-4 >999 360 TCDL 15.0Lumber DOL 1.25 T' BC 0.20 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 RepStress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0Code FBC2014lTPI2007 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 or. bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 123/0-1-8 (min. 0-1-8) 2 = 88/Mechanical 3 = 34/Mechanical Max Horz 4 = 59(LC 8) Max Uplift 4 = -42(LC 8) 2 = -79(LC 8) 3 = -1(LC 8) Max Gram 4 = 123(LC 1) 2 = 88(LC 1) 3 = 54(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. 1 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 v Weight: 9 lb FT = 0% a.an;-Fitna maegs¢.....�e'diIQ:F nGSSEsj5Fi1EirnEC3ll sl.9s6[7%OIIIClS CJSrONj tN':Y).sNA7b:[L4YE,�7'Ima hrrtteeilp po;er3arad nvl AteruMerues CeeikePrsx {IP;ja�7flesthwrL6slc m; P.F. se!cn,�S fEeferc ec3. Gelresa'Fhr.Be sMel e�lEe IQQ,edr fLTetoeatmrtltla skllkmetiat teTCCpkerd:t lseTnnQesEtg�esT.e,Sin eQfa(arp, Besaln�ifClataeaansreednvrntestnn apeamrregaeus�ry6rZeeai;9amesaglerm:erm>tser l➢Qesq,sda nst. rzeean m.n,lsiuradruc,:a»Tcat Anthony T. Tombo III, P.E. 'ud exAQrrTmsWal kit&r{IcRe rapnu:fpdMO.eer, ks Credr oa6iart egrCa Ne kilf�Qaips,iedxaeed�ftie R(,Re 1K«IlaeroalSrifOgrot a/sflE lte eryaslofGrlQQateay fie0.re eEneims,ledeirsreT®y ilaere,iest:Ceiwni hauQ eketihds«+rresiiitAtel ?80083 OeSrlfar0.si�aa16a5e3a.AQesfesscrrd'a1clCCnslGptt'iasedN:fianeltaEr07ai4cpsesESdehlafxzNae;i(rQsasfiskasltft!alSlGeTrAaaalsxys7dpilrce.tissidueslHregnseaitauldtiecdEkinsrQ:k,�s,iarskeissEeaaetassvaenoaa,oefns 44515t.LueleBlvd. ennsise esRxskrs:anm spadgnarine k,•di rsmztimtae.Tarn;sDet:nuQmaae�ra.umyasnrnt:ararrsraexrernrn ereertar�.,an«radaek rHx.mnaasatanta. Fort Pierce, FL 34946 (oprsigbi02014A-IRaofTtnsses-AethonrLTomboili,P.E. Rev soduuioodihisdotument.inany form,ispiobibitedwithout the asiftenpesm4sionfrom A-IRoaELusszs-Ant6nnyLTam4cIII;P.E. Job Truss Truss Type Qty PIY A0173778 XCAS6512AMBL J3G Jack -Closed Girder 1 1 Job Reference optional Al KooT trusses, ror[ rierce, rL oyayo, uasiynVa uluaawos 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:52 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-SnW61 UYaPs_DOX_gXctC?p5fmMUA6DGVfMZj6dyBhSj 2-9-12 r 2-9-12 4.00 12 2 1 5 6 3 I4 4x4 = 2x41I JUS26 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.01 3-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.02 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 7) This truss has been designed for a moving BOT CHORD 2x6 SP No.2 concentrated to d of 200.OIb live located at all mid WEBS 2x4 SP No.3 panels and at alllpanel points along the Bottom Chord, BRACING- nonconcurrent w'th any other live loads. TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc 8) Use USP JUSI26 St St nails into Truss) or (With 10d nails into Girder & 10d equivalent at 1-11-4 from the left r except end verticals. end to connect trifss(es) T01 (1 ply 2x4 SP) to front BOT CHORD face of bottom cf ord. Rigid ceiling directly applied or 10-0-0 oc bracing. 9) Fill all nail hol s where hanger is in contact with MiTek recommends that Stabilizers and required lumber. cross bracing be installed during truss erection, in 10) In the LOAD CASE(S) section, loads applied to the accordance with Stabilizer Installation guide. face of the truss 're noted as front (F) or back (B). REACTIONS. (lb/size) 4 = 368/Mechanical LOAD CASE(S) 3 = 738/Mechanical Standard Max Horz 1) Dead + Roof Live (balanced): Lumber Increase=1.25 4 = 54(LC 4) Plate Increase=1.25 Max Uplift Uniform Loadsl(plf) 4 = A10(LC 4) Vert: 1-2=-70, 3-4=-20 3 =-397(LC 4) Concentrated Loads (lb) Grav 6=-879(F 4Max 459(LC 16)Vert: 3 = 746(LC 17) FORCES. (lb) ' Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf-, BCDL=S.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 2) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 4=110, 3=397. PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% W.4141—hmeyt¢rera>f he'A 1Io9E RaSS`�rinlEi r eFC7E1IELlf 6fbko111G4 EUSioY{{-[LiJ'7S(1ti9dimoYEpT h!a htarhnp jaa:!nn retreel ra'es nrtisLlstrrist Ortxmg(Ip)) aaitkt ldfuT L taafa lG, Ef.le!xoa Sh!skll®e rss. otiess m'txalse:aftl n he Ra,alf fLT!krraWa pldli sallltrsld'x2t iCCWkt rdi. AseTlrssCaxEgialwt•1 1'fiPu Ik: ssl rr zrm]rgrtsrdsmtrusmrtdd'jfdf:511]fItE�C:}lRjrtltOTIS'LIJEli SfI<SIR1tICY Sb�II TlKifl7ouler Tooldf,t:ln Ear. Eae iesipnunp e, lx�asmuauc �aafd�ry Anthony T. Tombo 111, P.E. ud rstd h ilir.ssfar vIbUrl is fft usrysib Iti d6 Ontr,!h fl— ltArmN aid ath:kitlq on.ga;h Ulleeddiit;In, ltt ull' maE5tilue3sefs Will. �f ' 80063 IYtG7fesosrger¢f[tYulnn antes sdr.luP.tloC a/azsr.Cilunl sr�esdtiloilfy hl<7aenlSSelrldemtomR6tjsdGh/lrEfl rSSG 6'I ldClr.t{I9rr`dYE(liSiA.l. Ialf°.flNSlltftStMSTuStilttAM1tf dlk lli3i e:k4,Tun orrislfirrennel.tssYnlmrrn,edess. 4451 St. Lude Blvd. etlnnsfLhzllrr(xM1Mtgd3rynlw!7Ya7il Evtits lndsti EYtn;s NO.. bit- isL9(BeG;tl'utklsl�,uLn;Snten Eghen afuTkf;fm;. lil ¢sCdhtlfnasmrsa�ul h.7ln. Fort Pierce, FL 34946 (oppighID2016AdRaalbasins -AnihooyT.TomboIll, P.E. Repraduslianalibis domment,inany trim,isprohibitedWho IDIM minenpermissionfrom A-1RoolTmssas-AnthonyLTombo,111,p.E, Job Truss Truss Type' Qty Ply XCAS6512AMBL J5F MonopitL 4 1 A0173779 � Job Reference (optional) •��• • • ����.+, �• • • •�, ..... • .. ..-.ew, �c�•y„L,n nuaa.F.uiir nu- o. ILu S Huy io cu i e Print: 8.izu s Nov u zui t mi I eK industries, Inc. Wed Dec 6 13:17:52 2017 Page 1 ID:11 aCmcugpCgoCZ76?IBXGuyKcRf-SnW61 UYaPs_DOX_gXctC?p5ZXMTC6DiV1MZj6dyBhSj 1 4-0 5-4-6 1-4-0 5-4-6 1.5x4 II 3 04 = 1.Sx4 11 i 5-4-6 5-4-6 Plate Offsets (X,Y)— 12:0-2-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.16 4-8 >381 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) 0.14 4-8 >451 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.11 Code FBC2014/TP12007 Matrix -MP Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-6 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 uide. REACTIONS. (lb/size) 4 = 223/Mechanical 2 = 340/0-8-0 (min. 0-1-8) Max Horz 2 = 155(LC 8) Max Uplift 4 = -234(LC 8) 2 = -342(LC 8) Max Grav 4 = 223(LC 1) 2 = 340(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-182/349 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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. i 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the Bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. f) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=234, 2=342. I I LOAD CASE(S) I Standard WFist1.wun'F}R,'.r,.;@itiGF'4ti_li nLii's➢$tu!ry Gbliat rtL4la(U#7RWAst€SrGi{•38!Elistik9k'ii:6Y:rC(Gq, rGirkijfpA}aGIISSalft6{1d33nst9 iRls Pr,;}c,>.:apprfi niC}=ssyEF.r.iu^»13,r:,Utn}uS St}Gkrfin n}. t�lsirfstraF f�adn;te T-0,Nr MiieiFlE@ii; pltEs }sa t2asdl@ dr10@ kit nbi 1s t Lusev7aEEri}E@yit,:taeilry tfjilnrA.F SMn lErlGP;mese�y nrsytt dl4} usfrsF'Faal mparEAy:rsgu�;itF� fa GetrsgFE#(xuryblEns faEia}{sgCa nD@lr; ern lfl4'at N; poscexpia�u,wrynen<Es, sclzYi:7 aAF@a+P,IsrnnfErn.SciGryusn;p@ssYi�7asii3rur,deC+ufs a;9nirE!}gt}@AESF it k.ipr,u6Fsfe'e;1st@}8t,st QC@i d}Ivsdle'tup;} sdirlf. tiFgpmtldl4}P.p@{Ery 8}u:F}sa?�a;u �{iEp�'al.mnpa,amrmn.ret;u ,tFrsa rxExs 7.a d Anthony T. 80083 Ili, P.E. 'EdESrilEjiPG•p}^naiHMAt.)�9i.15}n6n@tf}isb@{(3}p;AY:Utt�giH}llnA� �jtRN $d4pi ;P.'1iEl!/tit(t4Gf2dhin[FfSS:1(iEl!(G[G.'�t#[eE^81,Tir19;e,i9i#'.mnEltip}},G.°yf}}}EI}AE}i1tFrTSSQF;i�.tt, iryi}i44'R E6 S2Et@{iR;54'; aCdiY Klgf 8�es3 EkEflini�AE{�F(ta`ti f�f' lMa e}EF w tl36rtF lCfD]lf Y}F{�t[!{!i?8f QEft�t([j$SG i} 60l SS Pimp �fifl}G,n Gnslpha tE§itrG BI@I tr[{Il1, to @pBi'htri4iRf Fn6i1}�tfr Qlrt±, 4451 5t, ti{e1e IfiYd. * to E*10^2016AdRooiifusses-Ambtc l.Tombs111,P,L iamdudmoolibisdommm,iaan foss, is robibittilWobaullitwritteo ermissi{obomA-IloorlFisses-Anlbea 1.tombolll;P.E Fart Pierce, FL 34946 PY<8x Y ➢ Y• P P Y a. 4 Job Truss Truss Type Qty Ply A0173780 XCAS6512AMBL J6 Jack -Open I 39 1 Job Reference (optional) Al KOOT trusses, rorL rserce, rL a4y9D, uebsyi ilwa i u ubb-11 i 2 Ill 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:53 2017 Page 1 I D:amP6bxencrcGzclW1 dozkBzv95J-wz4UEgZC9A64OhZs5KORYOee"Yrgyfu01Gf3yBhSi 4.00 V2 61 3 4 0-8-12 6-2-0 0-8-12 5-5-4 Plate Offsets (X Y)— (2:0-7-10 0-0-141 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 0.94 Vert(LL) 0.15 4-7 >505 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) 0.12 4-7 >599 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 27 lb FT = 0% .LUMBER - TOP CHORD 2x4 SP No.2 5) Refer to girde (s) for truss to truss connections. BOT CHORD 2x6 SP No.2 6) Provide mechanical connection (by others) of truss OTHERS 2x2 SP No.3 to bearing plate capable of withstanding 100 lb uplift at BRACTOP joint(s) except Gkb) 3=138, 2=376, 4=140. CING- Structural wood sheathing directly applied. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 5-9-6 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 153/Mechanical 2 = 378/0-8-0 (min. 0-1-8) 4 = 111/Mechanical Max Horz 2 = 176(LC 8) Max Uplift 3 =-138(LC 8) 2 =-376(LC 8) 4 =-140(LC 8) Max Grav 3 = 153(LC 1) 2 = 378(LC 1) 4 = 137(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. w¢[h)-Flnr Bsne;llyme¢ne'A�i IDDF i1DSSfi(Sr8r7ysEtl3ll 1!Uf6lOfDIIiCIS(DStOSIi"rUfJ'f:(Y[OA:[D6YEki'Ivn firii;t ippn:a;n¢l rnle�sa"�s Gen Cnlp Prtxlv9�0�mi11e1N®pi.IWhl7,rf.rdue�SknlA¢r rtr. De4nakrsise rtlelmRe rED.n1t Al'TA smlmn sgrilkrsed 11,WIDlides".AW—Dn:3 hy�essix,SpemafF[rieo-;FB:;¢dnzatf�npe;nlsmsctp^aean,r :vsaanyo:vnpn;,waalfih, 6rttttes�dtl¢smyle rsns AepH�oti:lDDedr,nlniflL r.lalpr>nurbxs,lsfrei sa4tees,;alilurtl :, Anthony T. Tombo Ill, P.E. rt —Ir'sinss ixsaAtidm-rhft mf O:I%d1h0¢w:,Be C.'e, Nan-1 offntD0.d%fi::fines!BrTnss;¢fietn;knilis}sl¢ede,usld!euandfmrcp sSa�ileoxrr7mftlliryd 5 80083 Ite Siifrq Dssipaese 6s'ie:In.ADesteseWis M1isiieesHr nsrnu4Tfiesssd Gtiestl2lnisDasna,ims h:ilS Enyirerendlnsikmhane4nless :. St. Lucie Blvd. slleedoedmedlrtrxu¢ttgedgnswsdsg ly dl pnaee lndsei ih rnn Dn!n fe7ixrr is EiTEt bRdia3D.il}xs,mLms5lde¢Esrhta dEgM9lbp. SC seyadCtd'e¢smndsgnde ir4l. Fort Pierce, FL 34946 Fort P (opyiighl02QI6AdRadbusses-Ara6ouyL Tomb. lll,P.E. hifedumiaaofthisdommeat,isonyform, isptohibitadwbhoutfhe written pesmissioa from A-1RoafTmsses-AathonyT.Tomballf,p.I. Job Truss Truss Type! Qty Ply XCAS6512AMBL J7G JACK-C OSED GIRDER 1 2 A0173781 Job Reference (optional) ubbeb, ruri Fierce, FL 34946, aesignLa-Iiruss.com stun: 6AZu s Aug 16 2U1 i Nnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:54 2017 Page 1 I D:amP6bxencrcGzclW 1 dozkBzv95J-OAesS9ZgwUExdr82el vg5EBxBA2Wal do7g2gBVyBhSh 3-11-8 6-2-0 3-11-8 2-2-8 1.5x4 II NAILED " ° — 1 3-11-8 3-11-8 6-2-0 2-2-8 Plate Offsets (X,Y)— [1:0-5-14,Edge], [4:0-3-0,0-2-121, [5:0-4112 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.40 Vert(LL) 0.05 5-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.09 5-7 >820 240 BCLL 0.0 *' Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 62 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 1732/0-8-0 (min.0-1-8) 4 = 1484/Mechanical Max Horz 1 = 129(LC 4) Max Uplift 1 = -893(LC 4) 4 = -780(LC 4) Max Grav 1 = 1732(LC 1) 4 = 1484(LC 1) FORCES. (III) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2858/1434 BOT CHORD 1-8=-1442/2706, 1-9=-1456/2730, 9-10=-1456/2730, 5-10=-1456/2730, 5-1 1=-1456/2730, 4-1 1=-1456/2730 WEBS 2-5=-1107/2209, 2-4=-3200/1707 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.25 plate grip DOL=1.25 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 1=893, 4=780. :9) This truss has been designed for a moving Ioncentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, ;nonconcurrent with any other live.loads. 10) Use USP THDH26-2 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 2-3-9 from the left end to connect truss(es) K02G (2 ply 2x6 SP) to back face of bottom chord. 11) Use USP MUS26 (With 10d nails into Girder & 1Od nails into Truss) or equivalent at 4-2-12 from the left end to connect truss(es) K01 (1 ply 2x4 SP) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 1-4=-20 Concentrated Loads (lb) Vert:5=-820(B) 7=-203(B) 9=-1 651 (B) 4ceiy-FIeFv 6meinittuea ru-I I FOCIrmai-Au3r6113U I3.4S6LTmllaii railaY{{"Iri:l')tIXF:m,(L6Yikr1.. /erLlteLpisF„dr°Mrnl mNsa"S,In ResiporterialomlreioehoeryI.facee L7,rt 1eh rn2 ikF!smrtw. Were FSaase xdelmGe 1Gg,edy II'mr.armrplmrWit,F,ih,NDOI.It V64.As. Irnso:r;;a hFal(,a,f(ewtyfeiirw!n:,mugTV, «pFhiesir aepc:,!eKaFmdnees, cemeaer Anthony T. Tornbo III, P.E nF ned N'T.,1.rsttdf1,@e,nps,u:lajd^ag.er,Ce 0.er,,A hN gear Me&ii1g6,.,arhb.ded do, 0:,d:1'dmffi,1.lb3rul cehrel MI. lkenmdanie POmleryfi:Itttedde Tn,s;i,dKgMrllby,laele.ieshCeaanehnxl sid!ie tlx ee�nsiieiryd 60083 ne rsl6ay P:dgxeN(eFSWrt. iasfnsdarluneiDR nlaa l¢CiuFnipie:iiandt>; rdliig oagaeN Sa!erylmmekm¢I51)pAf;le1111PI n156n ee,elnereFhinedpiAaxe.inll�ieesie resinu411nnlktlecdMLossO:snd,irees fe,iptaTeeneuinssVseehdnee,nlns G4j15t.0083 Blvd. eneMninier:silrecamm:pxagnm.&I Val fit. i hel. lta trmomptYpaeE, is sai newualoesy.e,erlens.pea[rimnahgeruap. s!!ape�asrtrre,rrst�eNurnL Fort Pierce, Lucie Blv . Zt (opyright92016A�IRaaffmsses-AatbooyLTambIII, P.E. Reprodartianafthisdomment,inany form, isproh3itedwithoetthewitienpermissiaofrom A-IRooiftisses-AaihanyMambo III, P.E. 46 Job Truss Truss Type Qty Ply A0173782 XCAS6512AMBL J7T Jack -Open 4 1 Job Reference o tienal Al ROOT S russes, rOrr rleroe, r-L .54`J40, Oe5Iyr1(Wd ILIUbb-1I 2 1 Q. ri• 3x8 = n o. 2x4 = 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:54 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-OAesS9ZgwU Exdr82e1 vg5EBwNACXa7Bo7g2gBVyBhSh 4 Dead Load Deb. = 1/16 in 4.00 F12 o_ 3 2 1 0 3x4 = a HW1 0 0 6 -8-0 -8-0 1-0-0 LOADING (psf) d' SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(LL) 0.08 6 >952 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.13 6 >561 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MP Weight: 30 lb FT = 0% .LUMBER - TOP CHORD 2x4 SP No.2 3) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 *Except* chord live load rionconcurrent with any other live B2: 2x6 SP No.2 loads. OTHERS 2x2 SP No.3 4)' This truss has been designed for a live load of. SLIDER 20.Opsf on the bottom chord in all areas where a Left Px4 SP No.3 3-1-6 rectangle 3-6-011all by 2-0-0 wide will fit between the BRACING- bottom chord avid any other members. TOP CH 5) Refer to girdeir(s) for truss to truss connections. Structural wood sheathing directly applied or 5-10-7 oc 6) Provide mechanical connection (by others) of truss puffins. to bearing plate bapable of withstanding 100 lb uplift at BOT CHORD 1 1; d 10 0 0 b in joint(s) 4 except Qt=lb) 2=251, 5=121. Rigid telling erect y apple or - - oc rac g. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in LOAD CASE(S) accordance with Stabilizer Installation quide. Standard REACTIONS. (lb/size) 4 = 32/Mechanical 2 = 407/0-8-0 (min. 0-1-8) 5 = 218/Mechanical Max Horz 2 = 174(LC 8) Max Uplift 4 = -16(LC 12) 2 =-251(LC 8) 5 =-121(LC 12) Max Grav 4 = 32(LC 1) 2 = 407(LC 1) 5 = 218(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-866/694 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for -reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. Bnaia{-flea ttuae{!¢re&a 6a'Al ig:i ItaSfES(11Fi'}B[3U S!LYf 6CI1fMIgAS {iIfTCYf-SL177:fIlOG,{gSYEkI' luo. Ind{ fLTakea rldrt dell kasedWrta{Waa!<vd:l. As shoe g:ss h{a=.n(Ia,Sia-�aLTfaEia:a a h: sin �y{6g Ignsttts eo aa:rpA� udrs:dW.�Lnsix opieil&*{Isde mn.su:lad dda G. ,hgmds adlamds{rind: CB[n{gn:gs,W2e ndeddf:a lie,&6 Ih Blilfo{gsi{cerers 6Ye 1n. Agadrs stl Mie ll:{grnlMx p;Ciresell{::eaianel7MlaPln{G:peaetSahhideweaas;EffOpdg:ki adnmshfinedkra rwlmayedrynW nice lydi {aatas l�d -L tie Im, ded{a @rear is Wit, k:Id1a{ Oesl{m,nLau<{daa; Er{t (opyrighi O 201b A I Rcal Tmsses-AnthunyL Tomho ill P.E. Repsadudian aphis do umam, in any farm, is prohibited hai{aUrtr'm{pOr^}aadfle 4tfasyL6sk 4,rf.lde- aflerrdur ru. Mssen.Iseaxdedaa00M.id IumcrmprlmesWy:rae:;d:pialah:fgguq.eadnr8l.rxdr{s>;s.n{er■.Ia�a{uaraleac,saaaaaat:,, Anthony T. Tombo III, P.E. rnldrumgca�fir!a.nrfnrm:s:�a;.�{l sT�,dory.adrerw.n{{�n,rskdn;a:m{moamta �R 80083 ease. lnl iefian ftr res{nsiWldus ulhaesdlkLns;g.K:pe,Tnss ka{aryarnndsrnssaa.Wdnal,adm 4451 St. Lucie Blvd. .d�adRnn. Fort Pierce, FL 34946 A-1 Rao1 bones -Anthony I, iambs lit, Pd. It Job Truss Truss Type' Qty ply XCAS6512AMBL J13 Roof Special 1 1 A0173773 LbRfe.nce (optional) ��• ��CS, II yIrva LIU—s 11 nurf: o. Izu b Nov Iz zul f rnnc mizu s Nov Tz zui f mi I eK Industries, Inc. Wed Dec 6 13:17:55 2017 Pagel ID:amP6bxencrcGzclW l dozkBzv95J-sMCFfVaShnNoF_iFCIQvdRj8EaTVJVAxMKnNjyyBhSg -1-4-0 6-11-3 10-7 4 1 4-0 6-11-3 O 1 4 Dead Load Deh. = 5116 in R LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1TC 0.32 Vert(LL) -0.22 6-9 >579 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.54 6-9 >243 240 BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Weight: 56 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3, . BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-12 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 = 586/0-8-0 (min. 0-1-8) 5 = 456/0-3-12 (min. 0-1-8) Max Horz 2 = 267(LC 8) Max Uplift 2 = -326(LC 8) 5 = -254(LC 12) Max Grav 2 = 586(LC 1) 5 = 457(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-552/527 BOT CHORD 2-10=-751/543, 2-11=-762/550, 6-11=-762/550 WEBS 3-6=-640/886 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf-, h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. I 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. TProvide mechanical connection (by others) of truss bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=326, 5=254. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard wmisr-Flnefisneg!¢rcuev WA 110,f TIMES I sFaEs'j. 010 l!L'ls a fD#0110as CJsiOYy-EUf:r}2IXeCalECeutNl'feiu se:itytetlnpasa!lu:ud reslea'esn!us freuCnise UnvagF�;asltle lrgealL lvaty ¢,rE le?e�eat ssgtEela¢ ru. Celess0-iu V-dd va N 1011,edr PoTsisvranu�mo�ilk,seiwrscT101thid.t. Ar,mss rn biPey(rr,lEmrepr si z:r; n;s�n�m;�grcau®.arrr cderrnrr,s vdn c rzp�ul�Jrrsdc lcs�dcusuru rm:les. aalvruoenf.atrrmt Pa trsn nn s,latarrrsfiu:,s ,lt Anthony T. Tombo Ill, P.E. nCne[IIkSrinsflN mrluldrshfi apnuilgdOvCner,lCvversvvlsned geEUYa:[ulfml gn�gs,h@e udeddtisncnelx ud P.*ImEhAgsvlzven[I1. liR enEnd vlfielg0 ved�fienesr,ftlrinn;Irdsdiybsduy nuge, indafrrmsdkemisAdlls gx nsrresnRC1J =$0063 11r W'1'mrD:tlgssdbv5uhr. 4Cufcssslm&u:loorarxlrcvlrrznl ermssdnc�aa�gr rAesfs>`shl�adwiKsearrle:rel lfmnsszanrdansst><� dpifut. IFFl feiuskeresrrss Ina niknesdlNLrsr0.ti�s, irtss 4:q,S;rurnilressYnrkhrn.nkn gg51 St, Lucie Blvd. ,ftsmsieExslrv(vehalrprdsln2vrraal,•dfpruies antra. Th foss Dergsbibs. is rg111e 6vdlirg0vsllvu;sLns<ruex bibs vfvgMliq All n1mad asrsne sdthudcV11. (opyrigh1 � 2418 b•I Raal imssas AnthonyLTanho lll,P.f. Reprodmnn alibis dommrntAn oay tofm, is pfobibited withaun6e wfitien pefmissiartrrm 4l Roaf brssac-Arthaay LTomba III,P.T.P.Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply �12 A0173774 XCAS6512AMBL J14 Jack -Closed I 1 Job Reference o tional Al KooT E msses, rort r+ertx, — 0-U, 1 O .OS 2 4x4 = Runi 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:55 2017 Page 1 ID:amP6bxencrcGzclW1dozkBzv95J-sMCFfVaShnNoF_iFCIQvdRj09aTpJVLxMKnNjyyBhSg 4.00 12 1.5x4 3 10-8-12 10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.22 5-8 >577 360 fiCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.51 5-8 >250 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MP 4-UMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-4 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 = 575/0-8-0 (min. 0-1-8) 5 = 470/Mechanical Max Hors 2 = 270(LC 8) Max Uplift 2 =-319(LC 8) 5 =-269(LC 12) Max Grav 2 = 575(LC 1) 5 = 470(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-527/499 BOT CHORD 2-9=-718/505, 2-10=-731/515, 5-10=-731/515 WEBS 3-5=-603/856 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss ha chord live load n loads. 4) - This truss ha 20.Opsf on the bo rectangle 3-6-0 tl bottom chord an 5) Refer to girder' 6) Provide mech to bearing plate 4 joint(s) except Qt 7) This truss hasl concentrated loa panels and at all I nonconcurrent wl LOAD CASE(S) Standard $ been designed for a 10.0 psf bottom nconcurrent with any other live ii a d s been designed for a live load of ttom chord in all areas where a all by 2-0-0 wide will fit between the any other members. (s) for truss to truss connections. nical connection (by others) of truss capable of withstanding 100 lb uplift at =lb) 2=31915=269. been designed for a moving of 200.01b live located at all mid panel points along the Bottom Chord, th any other live loads. 1.5x4 II 4 Dead Load Defl. = 5/16 in 5 6x6 := PLATES GRIP MT20 244/190 Weight: 56 lb FT = 0% ittrsq•rltite.rrapg±tarira tir'1! rDri R�i�iStUEib EESatE 1Wf ttDtlCir':D3S rkiigB{'sg!Q1A:Vu EWiSrhta rn$ rfc(irm£2i;Elir%ttEe@:ir.@t0.s;tiss D£:Ilt'ar.iegilCfltW!s Stl".m, T.ltaiaR ri.OhlswAttlt£i£rt rst Dtti uslcu cztdpte"r4,teh ul'ttiingE>IFS%Ee SM:Er£s@dfG 6t iDDte'sE f44t.r rT ls.eDgi EepueiiitMfrrLtih[4giu£Pp:95e€6@ii(TDD ISpliii@'.: ei ktept tel�t£Ftftl:hte(±ffiAttffignip9is3iteprp 6tftsh£t!Y+etixgttT+nt eapmedxQe r3Dah,�alPl1,':htdfifge3f42rtga;. (SL: pteeBfiEkl itll.li Anthony T.TOrrlbollr, P.E. rdnti!Sb hissrrrerp �iS[rplsA,t@.piFSil�'pff�'�itG p3�sifrSi.9F`l. lltlteg@dnliii Sr�nIfM IS(Xfk"d11k4S.!1r,£siftd9!�SfLiE%Fi:g:!{£lldilbt TittrgfliEfdtf@T:.DIifKr IL�YsF if £EIiSi,3(146rS:dE"g.4b1ij2,2h1 £98�dIti SfIDbO Ctff4pEi.ihlr if it 60083 ' 9@6lCiig59M.ffahe.,4enn S£Eugu,D.¢n ad k9es s'PareissssDtG;Er,Iross Di @feructeee inssY «la2nx,erJne 4451 St, Lucip Blvd. :h+*rrltlhEdil@(sCMaysesiit@hsaUu}EptGratn++el!SL De1:nsJtsip9hgktsis Nil iE t£iE sy:e9p ,x rassl(shnregitiur�tnl e;£g. 19sgBizei,f esme:d:Es@d'w1�1. Fort Pierce, FL 31,946 copyrigbiV201AA-I Hoof hgises-Ambeeyl.lomho III, P,E. ieprodudian alhis dammens, in gay fur., ispobibited.itjoglike writfen peensfonhem A-iR:mlTresses-Amhasyl. tos5oill: P.E 4-UMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-4 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 = 575/0-8-0 (min. 0-1-8) 5 = 470/Mechanical Max Hors 2 = 270(LC 8) Max Uplift 2 =-319(LC 8) 5 =-269(LC 12) Max Grav 2 = 575(LC 1) 5 = 470(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-527/499 BOT CHORD 2-9=-718/505, 2-10=-731/515, 5-10=-731/515 WEBS 3-5=-603/856 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss ha chord live load n loads. 4) - This truss ha 20.Opsf on the bo rectangle 3-6-0 tl bottom chord an 5) Refer to girder' 6) Provide mech to bearing plate 4 joint(s) except Qt 7) This truss hasl concentrated loa panels and at all I nonconcurrent wl LOAD CASE(S) Standard $ been designed for a 10.0 psf bottom nconcurrent with any other live ii a d s been designed for a live load of ttom chord in all areas where a all by 2-0-0 wide will fit between the any other members. (s) for truss to truss connections. nical connection (by others) of truss capable of withstanding 100 lb uplift at =lb) 2=31915=269. been designed for a moving of 200.01b live located at all mid panel points along the Bottom Chord, th any other live loads. 1.5x4 II 4 Dead Load Defl. = 5/16 in 5 6x6 := PLATES GRIP MT20 244/190 Weight: 56 lb FT = 0% ittrsq•rltite.rrapg±tarira tir'1! rDri R�i�iStUEib EESatE 1Wf ttDtlCir':D3S rkiigB{'sg!Q1A:Vu EWiSrhta rn$ rfc(irm£2i;Elir%ttEe@:ir.@t0.s;tiss D£:Ilt'ar.iegilCfltW!s Stl".m, T.ltaiaR ri.OhlswAttlt£i£rt rst Dtti uslcu cztdpte"r4,teh ul'ttiingE>IFS%Ee SM:Er£s@dfG 6t iDDte'sE f44t.r rT ls.eDgi EepueiiitMfrrLtih[4giu£Pp:95e€6@ii(TDD ISpliii@'.: ei ktept tel�t£Ftftl:hte(±ffiAttffignip9is3iteprp 6tftsh£t!Y+etixgttT+nt eapmedxQe r3Dah,�alPl1,':htdfifge3f42rtga;. (SL: pteeBfiEkl itll.li Anthony T.TOrrlbollr, P.E. rdnti!Sb hissrrrerp �iS[rplsA,t@.piFSil�'pff�'�itG p3�sifrSi.9F`l. lltlteg@dnliii Sr�nIfM IS(Xfk"d11k4S.!1r,£siftd9!�SfLiE%Fi:g:!{£lldilbt TittrgfliEfdtf@T:.DIifKr IL�YsF if £EIiSi,3(146rS:dE"g.4b1ij2,2h1 £98�dIti SfIDbO Ctff4pEi.ihlr if it 60083 ' 9@6lCiig59M.ffahe.,4enn S£Eugu,D.¢n ad k9es s'PareissssDtG;Er,Iross Di @feructeee inssY «la2nx,erJne 4451 St, Lucip Blvd. :h+*rrltlhEdil@(sCMaysesiit@hsaUu}EptGratn++el!SL De1:nsJtsip9hgktsis Nil iE t£iE sy:e9p ,x rassl(shnregitiur�tnl e;£g. 19sgBizei,f esme:d:Es@d'w1�1. Fort Pierce, FL 31,946 copyrigbiV201AA-I Hoof hgises-Ambeeyl.lomho III, P,E. ieprodudian alhis dammens, in gay fur., ispobibited.itjoglike writfen peensfonhem A-iR:mlTresses-Amhasyl. tos5oill: P.E FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-527/499 BOT CHORD 2-9=-718/505, 2-10=-731/515, 5-10=-731/515 WEBS 3-5=-603/856 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; 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 8t MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss ha chord live load n loads. 4) - This truss ha 20.Opsf on the bo rectangle 3-6-0 tl bottom chord an 5) Refer to girder' 6) Provide mech to bearing plate 4 joint(s) except Qt 7) This truss hasl concentrated loa panels and at all I nonconcurrent wl LOAD CASE(S) Standard $ been designed for a 10.0 psf bottom nconcurrent with any other live ii a d s been designed for a live load of ttom chord in all areas where a all by 2-0-0 wide will fit between the any other members. (s) for truss to truss connections. nical connection (by others) of truss capable of withstanding 100 lb uplift at =lb) 2=31915=269. been designed for a moving of 200.01b live located at all mid panel points along the Bottom Chord, th any other live loads. 1.5x4 II 4 Dead Load Defl. = 5/16 in 5 6x6 := PLATES GRIP MT20 244/190 Weight: 56 lb FT = 0% ittrsq•rltite.rrapg±tarira tir'1! rDri R�i�iStUEib EESatE 1Wf ttDtlCir':D3S rkiigB{'sg!Q1A:Vu EWiSrhta rn$ rfc(irm£2i;Elir%ttEe@:ir.@t0.s;tiss D£:Ilt'ar.iegilCfltW!s Stl".m, T.ltaiaR ri.OhlswAttlt£i£rt rst Dtti uslcu cztdpte"r4,teh ul'ttiingE>IFS%Ee SM:Er£s@dfG 6t iDDte'sE f44t.r rT ls.eDgi EepueiiitMfrrLtih[4giu£Pp:95e€6@ii(TDD ISpliii@'.: ei ktept tel�t£Ftftl:hte(±ffiAttffignip9is3iteprp 6tftsh£t!Y+etixgttT+nt eapmedxQe r3Dah,�alPl1,':htdfifge3f42rtga;. (SL: pteeBfiEkl itll.li Anthony T.TOrrlbollr, P.E. rdnti!Sb hissrrrerp �iS[rplsA,t@.piFSil�'pff�'�itG p3�sifrSi.9F`l. lltlteg@dnliii Sr�nIfM IS(Xfk"d11k4S.!1r,£siftd9!�SfLiE%Fi:g:!{£lldilbt TittrgfliEfdtf@T:.DIifKr IL�YsF if £EIiSi,3(146rS:dE"g.4b1ij2,2h1 £98�dIti SfIDbO Ctff4pEi.ihlr if it 60083 ' 9@6lCiig59M.ffahe.,4enn S£Eugu,D.¢n ad k9es s'PareissssDtG;Er,Iross Di @feructeee inssY «la2nx,erJne 4451 St, Lucip Blvd. :h+*rrltlhEdil@(sCMaysesiit@hsaUu}EptGratn++el!SL De1:nsJtsip9hgktsis Nil iE t£iE sy:e9p ,x rassl(shnregitiur�tnl e;£g. 19sgBizei,f esme:d:Es@d'w1�1. Fort Pierce, FL 31,946 copyrigbiV201AA-I Hoof hgises-Ambeeyl.lomho III, P,E. ieprodudian alhis dammens, in gay fur., ispobibited.itjoglike writfen peensfonhem A-iR:mlTresses-Amhasyl. tos5oill: P.E Job Truss Truss Typd Ply XCAS6512AMBL K01 ]Qly Hip I 1 1 A0173783 Job Reference optional i Ruos ! russes, Fort Pierce, FL .34a46, designgaltruss.com Kun: 8.121.1 s Aug 16 2U1 / Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:56 2017 Page 1 ID:amP6bxencrcGzclW l dozkBzv95J-KYmdtrb4S5Vft8HRmSy8AfGBl zmh2_45a_XwFOyBhSf 1 4-0 2-11 4 6-6-7 8-2-0 10-2-0 11-9-6 15-4-12 18-4-0 1-4-0 2-11-4 3-7-3 1-7-9 2-0-0 1-7-6 3-7-6 2-11-4 4x6 4x4 = ., -1 5 6 Dead Load Deff. = 9/16 in 3x6 = 15x4 II .3x6 = 2x4 !; 3x6 =:= 5x 3x4 = 1.5x4 11 K51115�t LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/fP12007 LUMBER - TOP CHORD 2x4 SP M 30 `Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x2 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. B9TCHORD Rigid ceiling directly applied or 5-5-10 oc bracing. Except: 5-5-0 oc bracing: 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide . REACTIONS. (lb/size) 9 = 840/Mechanical 2 = 939/0-8-0 (min. 0-1-8) Max Harz 2 = 87(LC 12) Max Uplift 9 = -371(LC 9) 2 = -488(LC 8) Max Grav 9 = 840(LC 1) 2 = 939(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-1946/1735, 4-5=-1528/1359, 5-6=-1451/1327, 6-7=-1516/1347, 7-8=-1958/1749 BOT CHORD 2-23=-3602/4319, 3-26=-1516/1850, 26-27=-1516/1850, 27-28=-1516/1850, 13-28=-1516/1851, 13-29=-1041/1439, 12-29=-104111439, 12-30=-1531/1865, 30-31 =-1 53111864, 8-31 =-1 531/1864, 9-34=-3671/4329 WEBS 5-13=329/514, 6-12=-336/421, 14-8-0 CSI. DEFL. in (loc) I/deft L/d TC 0.82 Vert(LL) 0.49 11 >452 360 BC 0.82 Vert(TL) -0.84 11 >263 240 WB 0.23 Horz(TL) 0.46 9 n/a n/a Matrix-MSH WEBS 5-13=-329/514, 6-12=-336/421, 7-12=-541/608, 4-13=-516/582 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left And right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) 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) 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) 9=371, 2=488. 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 PLATES GRIP MT20 244/190 3 Weight: 77 lb FT = 0% ....- iuv;•f4me;xrrpefo� Ie'4t FJ§rllU533(SEUa'j.E<.%a@.EtWtmcricas EnlCatof!Rlk'SK9?:w"GUbI'fem. rnhlevprrxcdssrulnKemsM! s:an §!Ap a.k;O@Wpll4eliisswt.lea»IfGtiUtnnulOrAhfrn ese. LKnsafss:ue azrl ale �$edi Yi`:etsru.M;F'nse:3ttntitske lC@Uhsesi befnssYe:&,ner+;n,atdsl�icynnn`Sr:r�recr<tCanpr,usm:.u�wairs PetryulpSrnngns;aes:+krrohetsUpdGrsn�ebtssisl�erdaeRrtwt+l;.wtnlrn.:Wasye n,:�an:,!w;'gRe&.assilatzt; Anthony T. Tombo l[L P.E. xdrnteh fnnrau;Sr:Id�yterrteKitd.MdlL•C ngtSsCa:uiufaandr;u!nMGFa;Jes!}a,uMree:NideO(, 1e 'iNastS (.Jla'tu;afe.9Cd iff I. my;rmddl4slgp tti es; `aeW edktlnLus'xciet3x8ys!aye,,+leGstueailiKspshll5etareumilia;�' 3 $00$3 ' Atraifis;Ce;yaemlOeus[�r, llxss sttMadetrUai fit;Pastas¢!ta3sursEutalia7ba}»±s'Sc9Fu(i6P,RGAetmst;ttlnf5!;s er rfinrxedfwi rilpilmx.Fs4!ldaes3enr;Ss l7rsazl tAes56erms nsywr; IrossRsiah;'xeerad irtss.I6uh�>r.rohss strrein9ffiaet e(r�N etlrytshn:Cn k¢g usrsnishdRrlsrss3eA &' �ifg9 ketni� 4nre.,,eTsssSsfen h 4451 St. Lucie Blvd. ceNdaeM'rIXx,1`. rkindn�wmestM`ead'etlrtl, i F n r�+ m y s t m Fort Pierce, FL 3,946 topyrigdlt�'g9tdA-1 tnnfirasses-Antdeepl.lamtolll, F.E. ?eprnduainrtaffiiidnmment in any tmm,ispra6i6itedvitdaaudexrit!eapermissiaahamA-1 Rantinsses-AotSasyl.iawdo lll, P.E Job Truss Truss Type OIY PIY A0173784 XCAS6512AMBL K02G HIP GIRDER 1 Reference (optional) T2J.b Al KOOT Irusses, roa merY , rr- 01­.UGJItJr,�G,OUJJ.Wu, wu: u.,cu .a ,...y ... ........... -_- .___...-... __.. ID:amP6bxencrcGzclW 1 dozkBzv95J-pl K?4 -1-4-0 2-7-12 3-8-0 , 6-2-0 12-2-01 14-8-0 Special 6x8 Special = NAI ED NAI ED 6 = 4.00 FiT 3 9 fi 3 T nnfli W1 sO 2 33 34 10 35 36 37 9 38 3x4 = 3x6 II NAILED NAILED 4x4 = 3x4 = o e e e , 31 32 11 HJC26 HJC26 8 5x12 = 6x6 % 7x8 = 3x4 = 2-7-12 , 3-8-0 , 6-2-0 1 1 12-2-0 14-8-0 KATNispNiNBsnOIEpeGUogyBhSE 18-4-0 3-8-0 Dead Load Defl. = 9116 in T 6x8 o 7 N OI ..........� 0 39 3x4 �:• 4x6 LOADING (psf) TCLL 20.0 iCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014(rP12007 CSI. TC 0.76 BC 0.50 WB 0.40 Matrix -MS DEFL. in (loc) I/deft Vert(ILL) 0.52 9-10 >420 Vert(TL) -0.89 9-10 >245 Horz(TL) 0.49 7 n/a L/d 360 240 n/a PLATES GRIP MT20 244/190 Weight: 215 lb FT = 0% -LUMBER- TOP CHORD 2x4 SP M 31 'Except` NOTES- 12) Provide mechanical connection (by others) of truss T2: 2x6 SP No.2, T3: 2x6 SP 240OF 2.0E 1) 2-ply truss tope connected together with 1 Od to bearing plate capable of withstanding 100 lb uplift at BOT CHORD 2x6 SP No.2 `Except' (0.131 "x3") nail as follows: joint(s) except (jt=lb) 7=914, 2=1061. B1: 2x4 SP No.2, B2: 2x6 SP 240OF 2.0E Top chords connected as follows: 2x4 - 1 row at 0-9-0 13) This truss has been designed for a moving WEBS 2x4 SP No.3 oc, 2x6 - 2 rowslstaggered at 0-9-0 oc. concentrated load-of-200.Olb live located at all mid OTHERS 2x4 SP No.3 Bottom chords connected as follows: 2x4 - 1 row at panels and at all panel points along the Bottom Chord, SLIDER 0-9-0 oc, 2x6 - rows staggered at 0-9-0 oc. nonconcurrent with any other live loads. Left 2x6 SP No.2 3-7-6, o.2 Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 14) Use USP HJC26 (With 16d nails into Girder 8r 10d Right 2x6 SP 2-10-3 2) All loads are considered equally applied to all plies, nails into Truss) or equivalent spaced at 5-11-4 or BRACING- except if noted is front (F) or back (B) face in the max. starting at 6-2-6 from the left end to 12-1-10 to TOP CHORD LOAD CASE(S) section. Ply to ply connections have connect truss(es) J7T (1 ply 2x6 SP), HJ6 (1 ply 2x6 Structural wood sheathing directly applied or 4-11-5 oc Strutu Str been provided to distribute only loads noted as (F) or SP), J7T (1 ply 2x6 SP), HJ6 (1 ply 2x6 SP) to front (B), unless otherwise indicated. face of bottom chord. BOT CHORD 3) Unbalanced roof live loads have been considered 15) Fill all nail holes where hanger is in contact with Rigid ceiling directly applied or 10-0-0 oc bracing. for this design. I lumber. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) 16) "NAILED" indicates 3-10d (0.148"x3") or 3-12d REACTIONS. (lb/size) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-, (0.148"x3.25") toe -nails per NDS guidlines. 7 = 1671/Mechanical h=30ft; Cat. 11; Ezp C; Encl., GCpi=0.18; MWFRS 17) Hanger(s) or other connection device(s) shall be 2 = 1833/0-8-0 (min. 0-1-8) (envelope); cant;lever left and right exposed ; Lumber provided sufficient to support concentrated load(s) 263 Max Horz DOL=1.25 plate grip DOL=1.25 lb down and 163 lb up at 6-2-0, and 263 lb down and 71(LC 47) 5) Provide adequate drainage to prevent water 163 lb up at 12-2-0 on top chord. The Max Uplift P ponding. I design/selection of such connection device(s) is the 7 914(LC 5) (LC(LC 6) Plate(s) at joiot(s) 4, 7, 7, 7, 2, 2, 3, 3, 6, 6, 10 and responsibility of others. 2 = -106 9 checked for a plus or minus 0 degree rotation about Max Grav its center. 7 = 1671(LC 1) 7) Plate(s) atjoilt(s) 5 checked for a plus or minus 3 LOAD CASE(S) 2 = 1833(LC 1) degree rotation 9bout its center. Standard 8) Concentrated loads from layout are not present in 1) Dead + Roof Live (balanced): Lumber Increase=1.25 FORCES. (lb) Load Case(s): #101 1st Moving Load; #201 2nd Plate Increase=1,25 Max. Comp./Max. Ten. - All forces 250 (lb) or less except Moving Load; #301 3rd Moving Load; #401 4th Uniform Loads (plf) when shown. Moving Load; #501 5th Moving Load; #601 6th Vert: 1-4=-70, 4-5=-70, 5-26=70, 7-26=-70, TOP CHORD Moving Load; #701 7th Moving Load; #801 8th 11-16=-20, 3-25=-20, 7-8=-20 3-17= 4873/2606, 3 4=-8549146 91, Moving Load; #601 9th Moving Load; #1001 1Oth Concentrated Loads (lb) 4-29=-8671/4790, 29-30=-8673/91 Moving Load; #1.101 11th Moving Load; #1201 12th Vert: 4=-l(F) 5=-1(F) 10=-659(F) 9=-659(F) 5-30=-8676l4790, 5-6=-4733/8564, Moving Load; #1301 13th Moving Load; #1401 14th 29=-72(F) 30=-72(F) 35=-134(F) 37=-134(F) -7=-5069/2857 Moving Load; #1501 15th Moving Load; #1601 16th BOT CHORD BOO Moving Load; #1701 17th Moving Load; #1801 1 Sth 4448/8258, 33-34= 4448/8258, Moving Load; #1801 19th Moving Load; #2001 20th 3-34=-4448/8259, 3-10=-4442/8248, Moving Load; #2101 21st Moving Load. 10-35= 4596/8548, 35-36= 4596/8548, 9) This truss haslbeen designed for a 10.0 psf bottom 36-37=-4596/8548, 9-37=-4596l8548, chord live load nonconcurrent with any other live 6-9=-4624/8608, 6-38=-4624/8608 loads. WEBS 10) This truss has been designed for a live load of 4-10=-1082/2080, 5-9=-279/513, 20.Opsf on the bottom chord in all areas where a 4-9=-259/307 rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Refer to girder(s) for truss to truss connections. ' pm_sg•flesse:ara;k; seeua na'dirix l;viSS{'SEuifbfi#TIsE'ft34.rr4rJriW;S(4lltki',.7*Et1A.SN�e�:E4EYibi'hrn tuJ}lY}pspY,eaa'sn ea¢s1 isu"vs.¢n C?A,n trzat;(ICE; ea3it k.�Sen, i.':¢rKaIp,TE I:Ines¢SteetEehieas>. 65tn+istrr:a slxmw3e Tt0,ni; - 3U:'cram!u;Y:il:"kr'8i¢Cel@.hNn�.6;YTn s7a;tp@pneaSe,SFechu}bpu eyi::edtY mriGpn;ns�.u€:s}in.r klu:re'.Yt ndev{nn hp r>}m:±'�i,aYxetdpt(6esr.=hTtan i:piaedmE.r POrrte. ost¢SPn, iut.,ipoasua;>F..,Is ¢s?cey s>rki rq sdner'PJsI SSfuan k;L u:3fYi(fetidiTh9d8�itlf,ae CaYeff b�JfllJtl F!57NCIE%:H:;it5i1'¢,hG#ee4:b]{%Le4r, Si Cei4MI4fJ LY:G4;fdI. YJ IH-I. I1ti;;niEeI IS1I'.3 tt}lt?{£J tI SI iIKt,LiUt;lS�i➢�ftlItTS3:ki'faH�;tNi§1SLIi It �f(!SjftASiir iE Anthony T. Tombo ilt, P.E. 4r80083 4es"'a; e,igr, erdRcansr, kaases ssisstWdePOa{fst;rt2as a{p�1,5ves9Ce tuE4a;ln reC4s!ay Fdaern:ati(SP} t,sklSJ flen S:l nerehttuttnre" ":e. rt'FE aeslensgu:iY.rtn ndt!usdleel;en Prs,gu, Trs:@cps r�k..r s/Tre;s trada¢na.estess 44515t. Lucie Blvd, a3rtbinftE¢ediEsrwttl s;etigtsUm:roTErrlt;reass':mht4 Dec ns letipt4;¢s¢is8]i#t 6hds; Ettipa�,ui;ess kshaEesun eluy}eetis;,1%n;fiinlhs;annlaSedmif4l. Fort Pierce, FL 34946 Gpyrigll Eir iBld A-1 iooltsasses-Amiaayl.laa,6a 111, KE iapiadu6noit5is doE meatin nay fafflAs pro ibited-Ilhm IN wiiRta permission homA-1 Raof hassas-Aollesyl.IorbollItEE Job Truss Truss Type Qty Ply XCAS6512AMBL VM02 Valley 4 1 A0173785 Job Reference o tional com Run: 8.12U s Aug 18 2U11 Print 8.120 s Nov 122017 MiTek Industries, Inc. Wed Dec 6 13:17:57 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-pIK?4BciDPdW UIsdKATNispY1 NHfnUxEpeGUogyBhSe 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20141TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 48/1-11-4 (min. 0-1-8) 2 = 37/1-11-4 (min. 0-1-8) 3 = 11/1-11-4 (min. 0-1-8) Max Harz 1 = 24(LC 8) Max Uplift 1 = -19(LC 8) 2 = -33(LC 8) Max Grav 1 = 226(LC 20) 2 = 37(LC 1) 3 = 211(LC 21) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. 4.00 12 2 4 3 2x4 I CSL DEFL. in (loc) Udell L/d TC 0.04 Vert(LL) n/a - n/a 999 BC 0.07 Vert(TL) n/a - n/a 999 WB 0.00 Horz(TL) -0.00 2 n/a n/a Matrix-P i 6) Bearing at joint(s) 2 considers parallel to grain value using ANSlrTPI 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) 1, 2. 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. I LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% S93xp•wt,}e arrgryEekatse'9 t p�: nDssst'sEuu�b aDutl€1cu: seD�rpdz nsun{�a�n�!�r(.'.��Dlpl�itl9, tE[?; dtCpajB:l4d9f R�iffltl•.S91rLi:95f¢: Ijt:T#R;tlDij ty{�',t it(jFirT. 119141D,r�.ddtlttttiElliEt�iEt f$l. n1f}S RBfE#Jt fiCtd p'�i i¢D!{dJ s'it62tatm;itr pt:tssMpe ts'ila k'x1DHic§t niiA kseTros};a;Ipafsghasyit,SjeEERrrtpiaeun9i sedtatar76Prtxettxs}arirp:rstd4tRdtuezd!3'ntei pro:r¢n.+Et�fa raefssipa6e tugyTtn3 oapiaedm6tiiDsvir,a1221Ftl, Teett;tpt ati€spSm;.W�sp nEG3sts, szla5e#; Anthony T. Tonlbo III, P.E. zdned9ts lnnfaork3spt}nttt pns:dun,!'IssP.su,dtC#ttfs asn'vtdtynafle sa.C'pisyaa,UrvtadEds4ttlp(,Rttti dtl},dla"dg:e3. rdnri. rmEpprnddUep:DWetpSe!Is;adTt isrsRnE'diy ia2Gs&shn;E,a!tsl'c6:esdht(ap}ktGl fxtwtcaiwrst #80083 ''IrA`:dlj:tv'yCOprid9Qi=�tIlS5961GfEtt.'iGSii3ia EtSQipidi'lfl}d{�rgl}/y+(1'pi3?.}5 i! FS�E11{($}!lfi�:riflEFdiwBtlldJE&3d!irpCK! iptRR�-`id9Nttl�Pl+'lk`R#SiBddAt4SAIr'BSS:YSY�It,rt P:c;.�T earnf},,=,,a92f.�ruf 4451 St. Lucie Blvd. #uisrdEfvEd>tetraM tgtrltpEahsaSupEs tDpaanzrs4!eL ihl.nso"040,is pal 1tr-etttp nssp>'.Nn:pst:aEgitmdtn lshr la sEsi4xatilE�nsma;t atOa R€i. Fart Pierce, FL 34946 Coprrig6t02DI6AAloo bum-Anilloogl.looibo III,P.E teptodotfion dippsdoomint.iacoy fvm,isproBbited.06o-atthewrire¢pmmissio¢IE¢mA-1Booittpescs-Aalpa¢fl.teaSaI11,P.E LE] Job Truss Truss Type7 Qh/ Ply A0173786 XCAS6512AMBL VM03 Valley 1 1 Job Reference (optional) Al KooT ITu55e5, rUlr ri-,- ova , ra�yrrl,u, uu� - 1N12 2017 MiTek Industr tun, 8.120 s Aug 16 2017 Print: 8.20 s ov esIncWed Dec 6 13:17:58 2017 Page , . 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-HxtNHXdL_iIN6SRgtt_cF4Lb9ncQWxBO2101 KGyBhSd 2-11-4 4.00 12 3 1.5x4 x3 4 .� 2 " W2 W1 ..•" I n 5 7 4 3x6 II 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-R Weight: 16 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 2-11-4 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 auide. REACTIONS. (lb/size) 5 = 258/2-11-4 (min. 0-1-8) 4 = 88/2-11-4 (min. 0-1-8) Max Horz 5 = 106(LC 8) Max Uplift 5 = -185(LC 8) 4 = -78(LC 12) Max Grav 5 = 326(LC 20) 4 = 253(LC 21) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD • 2-5=-229/416 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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 ha 20.Opsf on the be rectangle 3-6-0 6 bottom chord anc 6) Provide mechf to bearing plate f joint(s) 4 except( 7) This truss hasp concentrated loaf panels and at alll nonconcurrent w.i LOAD CASE(S)I Standard been designed for a live load of tom chord in all areas where a I by 2-0-0 wide will fit between the any other members. -iical connection (by others) of truss ipable of withstanding 100 lb uplift at t=lb) 5=185. Teen designed for a moving of 200.01b live located at all mid lanel points along the Bottom Chord, h any other live loads. . dasnq•Pkuse;ssr.}JYterier6e'91 i3r 1l45S5('ifttri"btE.YJstitWi StD�IitD4tki16H{'€Y!EI't:tSA9S,E769ftl3'hsa rah drgp. ore �iscZa[Fed:s nn sn�x;rc:a teAgn aaairgitD[;r,3Sflthen?l.k,»W,rihhcenr34alEetue rse. Carto!zashe fled a;F•,-[L,att Y,mE!enrlagt;rOt:hendta Ge lPDhkn'.d lseGets les�irfisenis.!grGtDq sent"eaet[n RriDOrrrns,aaaeMo:'es�SefPn:anl..ynaiiegnsgal•:i4y tafaerilpdhrsn,rirnsiep!aedmILT3Dat.sslato l.;ifiigszlls."(W--f.as-11g"I Anthony T. TOTbo 111, P.E. zdnedNsinuM arua4rn'.gatqun;;UrO.ar.tlC.seftndn tdngWarL rr t�q Des�Sn,Uhe ad.ntttSe!Et,3tC.ae detn.dr[; emgadE ytitid.lirtjpre4dd@e1DO teEugSztlau rfDtiatb�raq5�lmgstwye,xsld'anasllrzcgtlnGhedesnpu.i4r:"q d : t 80083 ' frlsiasq"rdpctrlReun[er. tassss sautaP l"D,strxgrxsas atgak mesdtle�itghpfscgsnSf"(hzse7r.n(rtSPgeilisHfk}t�IuiS:�as rdnee�4la6 1 la:e.ii?hfies 2rasga:d'atsnli'!inlhrlassPrsi;:sr,rattMcsa [ay za allaseY 7sasx,atss 44515t. Lude Blvd. arLrddnedgrn Cs nd n7algerhxsiagl, N(Cdes ahei "lei=.rss DervpEegaesi XD 4r krshy 2edgsa,a(rossSSSRa 6gieeadargdt°q. E: agi4Yadi4tcs ar et a€sedaslFFl. Fort Pierce, FL 34946 6 i A102016 A -I IealLntsrs-Anl6ce l.lambo 111, P.E. ee ioduainnnflys domment. in any luonjs raAi6itrdxil oui l6enriden ermiuinn homA-I Rnolims<.tt-Antdnn 1. Tomb III, P.E. PLT4 Y P t- P � P _ Y Job Truss Truss Type Qty XCAS6512AMBL VM03A Valley 1 TT A0173787 Reference o tional flue a. u. ICU b /1U9 10 LV e / -la le. 0. 1— 5 1— I L LU If Wit 1 UK I0U5IrIe5, InG. VVeO UBG 0 1J; t r:00,dU If rage 1 I D:amP6bxencrcGzclW 1 dozkBzv95J-HxtNHXdL_iIN6SRglt_cF4LZgnbwWxBO2101 KGyBhSd 1 4-12 2-11-4 1-4-12 2-114 4.00 12 3 5 7 4 3x3 11 1.5x4 11 LOADING (psf) SPACING- 2-0=0 CS'. ` DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 I BC 0.20 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-R 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 2-11-4 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 258/2-11-4 (min. 0-1-8) 4 = 8812-11-4 (min. 0-1-8) Max Horz 5 = 106(LC 8) Max Uplift 5 =-158(LC 8) 4 = -99(LC 12) Max Grav 5 = 326(LC 20) 4 = 253(LC 21) FORCES- (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-229/394 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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) 4 except at=lb) 5=158. 7) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, honconcurrent with any other live loads. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 18 lb FT = 0% .... .. ffivu8•Heesrkttwp6h ta!ir?,kt'8F900i i8USSii(SCU38"F EFAtHd€1W38W8E i]83tTS1A1d�.3!E8'IY:KA8fi:i76YiXt'taim.Fnd)aecgspreWctasavarett'eew ea N1;nss Et;i W'mni.)euxiil€PiBelnesse Siret tea ns Yiess a:nia;nsk?rdnSe it@,qt) 4u'edeamteka pieds sk'r dtn'iMkr 14€to'n rfrct:srirnsOrirtdrihtayu,fpecsPiCepvnD s"Ate MIN'pntssnr�sLm Rsstrt taJ;csinnisja>Fus3if fit Waw4xdkesia,HLnsitpmrd#Ott20ra)); nlnifl 1.€irhsrytnuaptirr�_frx'xd wi^in,sxida�.q Anthony T. Tombo tit, P.E. wined slnssteratrkatapkaetts(nGt+a!ads0.ett.tleCamisx�kau,aepednde txlu;3en,s�,nKrteantd7Ss tC, p;tu tltta:llc:aro;;efeasd if4d. TlegynMdl4t[:Dmtn)Selart Ott int6:ukugas2ap, malt, lha ktN a,MAKItt ;tr 80083 3etaaU)Engs: fed&carte a]z�s satWktlt lS7atkxdrs att:J.'neslkeE�+la spLuCfdxS fs`[ecGssSSShtx#listJkp.11etfStdlmreFvurNfa geatNradaat it4'dteves the;pwk'2ssnd&^aetfs`etinssler�ay free @:a regevsN"nss M•atart?r%n)ss 4451 it. Lucie Blvd. r}eaEtrdtSmeahtCeavrlayaedrgecisar3op lrelipe5es rsehrd. Steins 7esi}x& rxssNUl ks pi'iis;:ntyee,pirossStstandeyiata a)rn)leY.diai. l3 egi46ited;stcsmndt:nd'a UE I, Fort Pierce, FL 34946 Ca htf0201dA-IRoonasses-kha 1.lomho111,P.E. Re rodmrienolthisdammateintr form, is iabiR dWithaetthewrineaermissienhomA-1Roeilressts-Amhoe Mecbo1101 P7nR Y p f• P P Y i i Job Truss Truss Type Qty Ply A0173788 XCAS6512AMBL �VM0313 Valley 1 1 Job Reference o tional AI K001 trusses, ruts riei t=c, r� - , 20 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:56 2017 Page 1 ID:amP6bxencrcGzclW1 dozkBzv95J-HxtNHXdL_iIN6SRgtt_cF4LeDnbTWxBO2101 KGyBhSd 2-11-4 1 2-11-4 4.00 12 2 1.w-N� T1 W1 1 - 131 to d i 4 3 3x4 = 3x6 I 1.5x4 11 Plate Offsets (X Y) [1'0 0 0 0 1 5] 11:0-1-10 0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 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 Weight: 12 lb FT = 0% BCDL 10.0 Code FBC2014/TPI2007 Matrix-P CUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 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) 3 = 126/3-7-14 (min. 0-1-8) 1 = 12613-7-14 (min. 0-1-8) Max Horz 1 = 77(LC 8) Max Uplift 3 = -79(LC 8) 1 = -46(LC 8) Max Grav 3 = 270(LC 21) 1 = 270(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8' MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 har 20.Opsf on the bo1 rectangle 3-6-0 t4 bottom chord an 6) Provide meth to bearing plate joint(s) 3, 1. 7) This truss has concentrated load panels and at all 1 nonconcurrent wij LOAD CASE(S) Standard been designed for a live load of tam chord in all areas where a I by 2-0-0 wide will fit between the any other members. iical connection (by others) of truss dpable of withstanding 100 lb uplift at een designed for a moving of 200.0Ib live located at all mid anal points along the Bottom Chord, i any other live loads. NG".2g•lititeht tlrtt+lY1 fls'.1d7rgtOSSBi'SlUry EL'A6!i(t418(Ok iWSS(b1145.Usa'IE(sa9A W6!t:4i'hin.9afi lstp 4mxt!nt nsredssn(ts:nss gtdre ErzarigiiC@w3if:k�Scari.!eai»W,t£6h!tns AertEthiv est, Will x;eisise s;ad sa3t2A,tt(J Att;r«errtt:drwata(�Mle.xnrdlsehss:o4Gra{t'.lasLjnSe ttde,Ott¢nn,a nr.ghzrdalydnv�dsnrwgnpaesrymMietPdMsh�rTtn,etpmd�ur§onindlni targenwga:,l gns<rdiq Anthony T.TomboIII 'P.E. a;An'dmslnssGmurS;3tng4rr(uvlcat+aM9nu,MC.seitcsruuda=ulu8a6isyw,hex(ssa19 M:U,ivi&'r(tilx.ellztu;;vftsd7Hg.T.MtgPacddMl:Otd ugSxdrtd.t€mt.xisigizAup.shnge,irhYmcomdhus§n66e txrrs;t �e7Pd t80083 MIvorE'Aq.aa!(rtasthr. tarns srtwbbmWfistrxwtrfr.".7'ssAMEa L�agQ^gxsrtSdsy ldertdi cSn�psGlis+'•igptti�xlWA ae tetutacginlanljoinn.F9;#:aesSengw;l�°ast'aMfs Ofut-Utip'11mv 149P Elf- ud"nn W'dns.nttss 44515t. Lucie Blvd. s3uain$?.2td 47c(ukts{ul sleehrriogheP.gcr3ss edkl tteUns 9tdph i:NO! s6!iti�ag agox.u[ssSi+hnuSierads�ggertu}1: ugih:'rsdrt:catnal:+aed'a1d61. Fort Pierce, FL 34946 rapytiou020NA-liaa(Itasses-Anibaayl.tambaIII, KE. taprodudiandibisdatamtacdnany lash,isprahibited4ba lIll"rinenpernsissiongiomA-1daailsassts-Anlbeayi.lauba111:P.E Job Truss Truss Type Oty XCAS6512AMBL VM03C Valley 1 1 �71 A0173789 i b Reference (optional) r M-1 "Ubb—, run rl—, rU o'eafro, urarynLa i srubs.wn nun: a. izu s Aug lb zul / vnni: tLIZU 5 NOV lZ Zul r mi I ek Industries, Inc. Wed Dec 6 13:17:59 2017 Pagel ID:amP6bxencrcGzclW 1 dozkBzv95J-17RIVtdzlOtEkc00RbVroHuIVBzLFORXGylbsjyBhSc 2-7-11 2-7-11 4.00 12 2 4 3 2x4 , I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 2441190 .TCDL 15.0 Lumber DOL 1.25 BC 0.12 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: 7 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOA CHORD 2x4 SP No.2 6) Bearing at joint(s) 2 considers parallel to grain value BRACING- using ANSI/TPI 1 angle to grain formula. Building TOP CHORD designer should verify capacity of bearing surface. Structural wood sheathing directly applied or 2-7-11 oc 7) Provide mechanical connection (by others) of truss purT to bearing plate capable of withstanding 100 lb uplift at ROT CHORD joint(s) 1, 2. Rigid ceiling directly applied or 10-0-0 oc bracing. 8) This truss has been designed for a movingconcentrated MiTek recommends that Stabilizers and required load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, cross bracing be installed during truss erection, in nonconcurrent with any other live loads. accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) 1 = 76/2-6-15 (min. 0-1-8) Standard 2 = 59/2-6-15 (min. 0-1-8) 3 = 17/2-6-15 (min. 0-1-8) Max Horz 1 = 37(LC 8) Max Uplift 1 = -31(LC 8) 2 = -53(LC 8) Max Grav 1 = 242(LC 20) 2 = 59(LC 1) 3 = 217(LC 21) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. 6m nnse:srp}SE:a!tei Sr'NiT:iilE05S.r'i(fEttEt'g Milli EtktlENl;.is etlE:Ti:Jt(S7!f1�l:suBpi36u drhsm.terfltecge rmasc�ns�rM cdss ssPis?nntesl;n;tseu;t7GF';rstl4r7tlhi;T.lesgoN,r.E.ttfeneSdeAEckle rst G;ni&+aiiitr shitiatt iE6,N(; W:'epnue:@rp!Yes stti Qtu>dtn GelC'phhnitl. tsrf+rs;e:�ahQ4ems e. };eartry ir;�aenp s:n;crufTCPrgnsersaxsepruaunersassnel ynnhy:erpes7ite;fmGetfc�drttstnylehrsse:g�lNm4Qti36nh, nary 1, s'xeb inntinap a:,latzp ue9zies, sasaQ:1; Anthony T. Tombo 111, P.E. zAnerEl4fshrtlxu!k€sgmsaan;rnuiduJ4�0aea,fleC.sds ra�,�audy aluGer�8g7 n;m,4Cvr aAss�alV,ia 6tmi ne ludta ;;rlsra in i. rxgPasddflel:dmirst6eti sd e:nst rp€ati a ungyirhEctiaexLiray SnGla 6rrspe nitT a! 80083 Sala`tutu:yea:uffNrcclslOsxvssnects17eT56a!t hr;rxY:untt.3s5ns�'&e Gays+rYSds'y tc4tsatiniEWps460edh31utShcs[nefaeecsfn;rxilpidaae,rFl;4s+nesSs rnreau5::u;ssu(lfixse!CttmsUeu�sy rroM :e [grzv uE"nss kadeertx.uhss 4451 St. Lude Blvd. �2neiatssrd3frrscr�.qulqnw,rt:mtE„r;marsoheL2eTsrss3,sfA6perrci;pp 1sAa^iupEaipae,uGronfnra[grsrn4�ig:ar,ts�w:aeln�.<;moa:Eanu, Fort Pierce, FL 34946 topyrigQE�i'i716A-I Roorlsesses-Aelpoayt.iom6oiEE, P.F. bprobtflan ci isdorommi, in any remisprablRd Qhoruhe dreft permissianhom AA looftrasses- Ackayl. Toddle 1`1 Job Truss Truss Type Qty PIY A0173790 XCAS6512AMBL VM04 Valley 4 1 Job Reference o tional Al moor i russes, r-On Y!erGe, s'L 04U40, uesryul,a!asuaa.wrr! v d 0 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 r3CLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 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. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 1 = 131/3-11-4 (min. 0-1-8) 3 = 131/3-11-4 (min. 0-1-8) Max Horz 1 = 64(LC 8) Max Uplift 1 = -54(LC 8) 3 = -76(LC 8) Max Grav 1 = 273(LC 20) 3 = 273(LC 21) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. 0 Runj 8.120 s Augn16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:17:59 2017 Page 1 ID:amP6bxencrcGzclW 1 dozkBzv95J-17RIVtdzlOtEkc00RbVroHuprBxVFORXGylbsjyBhSc 4.00 F12 2 W1 B1 4 3 2x4 % 1.5x4 II I CSI. TIC 0.34 DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 PLATES GRIP MT20 244/190 BC 0.24 Vert(TL) n/a n/a 999 WB 0.00 Matrix-P Horz(TL) 0.00 n/a n/a Weight: 12 lb FT = 0% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at alll panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CA Standard .. Avzq•titna"Wtraedr sa!ieHlka'4Ji5rlr�>nEllICy EESDstP.otSd@eSsmrS tk:l�dy ig!n1AiSS9�:'W6l1E51"rua. trrir de�xrre:.Ys!saasMasfnttEi;;srnrny raaeie;ii6G;ralSa fslLnt.!ermlJ.riUteeur SDtttkfamnr. qr: r5arse skdn6e;E6,selt 4prfee:u!or yes ssvrrnNr fiei46ubN.d tsrLrrssin!gi:gw+n{:.r<!ia€riry i�rzeey„s miar crtaQnsrese�:axuitxan>it§era4s!iscd wpere!iq;efaysairyta rxersipEut*esiztALassisfieeamurFR ¢,rs£s!iFbl.tlrts;ip assssptbes,l�s'aa n;Mrrs,wteawri Anthony T. Tombo 111, P.E. oadeeimft trossl7d.Gl.utss^arr;Fersls't!i NsDaasoerettsro"anurZrgWutSxP..tvrlx'vpn,uCxsra:md&r7t,3tY„'tn 6:lyd lelu7.r:ra:dlAt ra,eriarAd6s iniarieM .rJ3e.,ns,uurf allays!ue;s,u�:[�xdhagsSrShtxsesux.!3ear!i y 80083 ' det ar=rp»nst rtAr. 4gaxts stlsisftar6eerar!m�setrf!!vastias�€ecp"r ry rna}arpte aEtn sssv vr!auuan fxm!9 ees Ruefoa o-2sr uilf rsakr rnssGaa Inaaa arrya me tnnY h2nxxts 44515t. Lude Blvd. :#u.ra [s�neibdc:rtgeunsr nn:safn enrmn3ndrl, lar:rssdrst, hy<rsis e7i1, wq uope'v Fort Pierce, FL 34946 toppig6102916A-IRnolisesses-AnlFcay1.iomhoID, F.E iepsedusriNOfINS dommenLinanyters is pro0i6ittd.itSsoo!thendreopermissaa6omAARoof Trams -AaibuylJo!rhoi10L Job Truss Truss Type city Ply XCAS6512AMBL VM06 Valley 3 1 A0173791 Job Reference (optional) i nuui i FUSSeS, ruts motel, rr 34uffu, aesign@a i iruss.com Run: 8-120 s Aug 16 20i r Print: 8.12U s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:18:00 2017 Page 1 I D:amP6bxenercGzclW 1dozkBzv95J-DK?8iDebW K?5LmbC?104KVRxGbCO_gghVcV809yBhSb LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 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) 1 = 221/5-11-4 (min. 0-1-8) 3 = 221/5-11-4 (min. 0-1-8) Max Horz 1 = 107(LC 8) Max Uplift 1 = -91(LC 8) 3 =-127(LC 8) Max Grav 1 = 323(LC 20) 3 = 323(LC 21) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-208/349 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. 1.5x4 II 2 i 4 3 2x4, 1.5x4 11 CSI. DEFL. in (loc) I/deft TC 0.55 Vert(LL) n/a n/a BC 0.48 Vert(TL) n/a n/a WB 0.00 Horz(TL) 0.00 n/a Matrix-P 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 3=127. 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 I' I L/d PLATES GRIP 999 MT20 244/190 999 n/a Weight: 19 lb FT = O% .. 6aa Went rwalJrellex6t'9I F3 1pUSvltiEEi�}fFYEi3E iEi4:t(PIwR]AS(F3ic7!{'F3t[p•pS.�6 E3Edigi'h:Q,t4ttJ E<;utDe:eaBafRtQdecl;.•atit insl PaA;armhp(iC[;ailJe7meq/.:'eaieG6riEete:een Sleeelefin nx Weis s.*wxoe oni.!?t9,W1 plitef:t�+in pares sh:ke35AtQrxi66tnit mti. ESeTron:rip FepiesQlyep<brtJigneAeAl rtr,wtariGPreJresn!s atl:.iq!c>;tdntat!ai �aelsneedepte;psaldi'ep tnruG;ipte#hesnpl4LntrpiaNsade liDl�IJ,rstn iyl1, ill4up sss�pr /.hrkey ¢ctdas,a ialra! Anthony T. Tombo III, P.E. xdrul!UllrnslG^rQJi:lEu}u4i!te pttsilcu.afllP¢Q,p:D,reuinc"murLv;Weede6x:fsy7csiasyuEssr�ttl4tkEif,�Y&`rse dapud�idngttiezd7FFE iaeyprs4ddlSt itltti up'ietd ,ed t5rl,n'stuy5sd'sysQ@Jy 4st'3aeQdheK{Stvlltaraesnp�bw_ir:! #80083 1@h'.Q1J°lay CG'dr[faFi$i.1SaA1fQWneiei:Pe{blpmSwu{p�4pQtf 3�64 t6iJ�J ilr�?XSS�?'pii'ASiflfllJpl{iGJ1QI Rdi%iQell6-ItHldtif plCTtj�{�iP:R iiI':Hi1!FIIIiJSASik.Q43lidtfli3>.f�t JRSSPIGj4S: JAi1 Pi£'ti Fe}^dW tKiRSS 'IeiiQil'S.t4inf :Anehe 4t@Sd'rs6Fec`aAnPttlsyFit YT9i1pEJliipQtlf nd!tI,;lei:ni 7e11�reJktr.i/RPI3t k4ii6J EISIHr,.ce Jnlf:nee9&peeerdmdrlfup, It aii4'mI1Qe:en 6e d!:atL'a IFid, Fort LINE 3494 to t hQ2016A-IAaatimsus-Anp6et l.hmbtIII,P,E Re rtduuianafibisdammtm,isanyr_m,is mbi6ittd.nbaattbcvriYen eemissiatflansA-Iktailmssas-Aaibas 1-lambsllp,P.E Fort pierce, fl 3494& PYrg Y P t` P P Y Job Truss Truss Type Qty Ply A0173792 XCAS6512AMBL VM08 Valley I 2 1 Job Reference (optional) Al Koot I russes, FOR vierce, rL 341d40, Gesign(ala I truss.Wm I 2x4 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 13CLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - .TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. All bearings 7-11-4. (lb) - Max Horz 1= 153(LC 8) Max Uplift All uplift 100 lb or less atjoint(s)1, 3, 4 except 5=-261(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 1=300(LC 21), 5=454(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-407/664 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 2) 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. Run: 8.120 s Aug 16 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 6 13:1 B:00 2017 Page 1 ID:am P6bxencrcGzclW 1 dozkBzv95J-DK?8iDebWK?5LmbC? 104KV RwObE7_gghVcV809yBhSb j � n a_n_n 4.00 12 1.5x4 II 2 6 5 7 1.5x4 II 3 4 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.63 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.34 Vert(TL) n/a n/a 999 WB 0.00 Horz(TL) -0.00 3 n/a n/a Matrix-P Weight: 25 lb FT = 0% 6) Bearing at joi t(s) 3 considers parallel to grain value using ANSI/TPI angle to grain formula. Building designer should erify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4 except at=lb) 5=261. 8) This truss haslbeen 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 w¢h any other live loads. LOAD CASE(S) Standard i III .. 1jQ¢fg•fl2IIS/!'d(5+jdjil+ftiQII•kit'�[A ttOS$''Si'$Itjtry tlp7j2ilijS$$EIOb �IP74$It:t�`Hy €&?Lri �i.'.2:�SL41�h10, tt11]ittELr&R5t'4!SO[dSEi Ad::Qd;}?Rryr;!IJF FTt�iRjttg(jB1j�l iFriFMt.ilR78$g.tf.jiitlft!S$ht7lttFJd HI. 11frss!Nf%iJ01N`td q'.$.i1Gii� W, Ydd?ILEN.k(F245St:; ttndta lntitc ttji tG$. t:tr'i'.l i!: jttbtbt-ir:jtLYRj Ip"IIStA FifSr7Ggtt�tSPt7ntiLLpGt:tdGS.f4f:31d!IfIstOUt T.j9T.:'Wfjtl rit fES�jt�rSt SiIIjIS7iSS3f°�hltjaptti7Litj,ttSn itll, �uasprix ,; !,li{ tte£.mrj<7Lti:n, Anthony T. Tombo Hf, P.E. xdtit#fLf rRiS$YEtjj:SdiilllAifCjtE{ijCiijkl$apzcu,h:Csetfs ea utbEjvtertickdivjl s�pe!.pdtsor rAit�:tt;ie L4.'Wtaln;djcibj:Li!�d iN7. 17tLjpreIIddMtt,gtIIi eaj letj td3tiltss,.tisiojss4aj.st!ti:,i=te4w cat!eq sicgtr6tttspu.5i:7t a' #80083 ' �e ttlfjii$j2CS.�(Qa[flt.ktltllf LA Rt96tJvl$td6fjR]itStdjIDlf9it511tr4ijRjr➢&fMtS'$�3'(tb.1LJ}jSljj$�i5'Mj}j ijt j$r:]IXI IEi'.IR2G'd$GI ILSC3��jiFR,$4eiSSt}!f<�Si.'U:IFttSijItS.a. �t 7RiS rrtf(�!t�j[ii1 Q{GR rt)SkIfLN TIGi Y,Aw�SQ3(44�IISS rkteiRdend' 00W "( t6vTa t!a ctfsitdtd.; 0'"sW Yis W St D04 :E' 4rt St, Lucie Blvd, sf 1 Nt r t Ate- t�J}L�,nrRss:jstsa6pstttdtejtfetbj,l:ujdsititr.¢saftst�,adeflf6!' Fort Pierce, FL 34946 topyrigblQ 2016 A -I Atolirnsses-Anthacyl. tomho Ill, f1 hpodation dihis datment, is any rain,4pmhibittdwithoai the wtinen permission from A-i toofirassts-An@aayl,lomho llOL I JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION STDTLOI i CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE .—. 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 I Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC i i Attach King Jack w/ (3) 16d Toe ,Nails @ TIC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC It 0 ti ttach Corner Jack's i/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TIC & BC (Typ) FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 HORIZONTAL BRACE 2X6 DIAGONAL BRACE SPACED 48' (SEE SECTION A -A) O.C. ATTACHED TO VERTICAL WITH �...�; moo; (4) - 16d NAILS, AND ATTACHED TO TRUSSSES @ BLOCKING WITH (5) - 10d COMMONS. 24' I.C. �■ NAIL ❑IAGONAL BRACE TO .............................:.:.:.............._...... u.*...*... PURLIN WITH TWO 16d NAILS. AA ROOF TRUSSES 4451 ST. LUCIE BLVD. 2X4 PURLIN FASTENED TO FOUR FORT PIERCE, FL 34946 TRUSSES WITH (2) - 16d NAILS 772 409-1010 1' - 3' MAX. EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MINJ. PROVIDE 2X4 BLOCKING BETWEEN DIAG. BRACE THE TRUSSES SUPPORTING THE AT 1IF POINTS IF NEEDED __ BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IT IS THE RESPONSIBILITY OF THE BLDG. \ \ 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. DESIGNER OR THE PROJECT ENGINEER/ARCHITECTI TO DESIGN THE CEILING ❑IAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. WALL �— CEILING SHEATHING STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE URAL OF THE STRUCTURAL GABLE AND FASTENPER THE TRUSS 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 BEIOF THE SAMEI SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG NAILING SCHEDULE: VERTICAL - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, OS),, 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d Clbl' X 3') NAILS SPACED 6' O.C. I *G'A - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO IROWS OF 10d (.131'X3') NAILS SPACED 6' D.C: (2X4 STUDS MINIMUM). MAXIMUM STU❑ LENGTHS ARE LISTED ON PAGE 1. ALBRACING METHODS SHOWN ON PAGE 1 ARE VALIDANO ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSSON THE I TERIOR SIDE OF THE STRUCTURE. STUD STRUCTURAL / AN ADEQUATE ❑IAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS 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. NOTE: THIS ❑ETAILIIS TO BE USED ONLY FOR/ STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUTI INLAYED STUDS ARE NOT ADDRESSED HERE. - I / STANDARD GABLE / TRUSS / FA JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE17-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 i I PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING; FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. i i SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. rttSn'�L!ej' :A3aJ6!@Ez;. She IS Qt6�I�Yi31t94SisJE�'f11SCll ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. F h JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED STDTL05 .I GENERAL SPECIFICATIONS: �. 1. NAIL SIZE = 3' X 0.131" = 10d ram; 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. �i 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND :•�i �€ SECURE TO BASE TRUSSES AS PER DETAIL'A". I 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. .4rm"; --------------- 6. NAILING DONE PER NDS - 01. A-1 ROOF TRUSSES 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. 4451 ST. LUCIE BLVD. GABLE END, COMMON FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS BASE TRUSSES VALLEY TRUSS II II (TYPICAL) II II �� II II 12 SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. SEE DETAIL "A" BELOW (*P.) VALLEY TRUSS (TYPICAL) ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4' X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A TRUSS CRITERIA: GABLE END, COMMON TRUSS, OR GIRDER TRUSS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY It BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24- O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. } JULY 17, 2017 I TRUSSED VALLEY SET DETAIL I STDTL06 Al GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3° X 0.131" = 10d ...... .. .... ...ram+ 2. WOOD SCREW = 3°WS3 USP OR EQUIVALENT. � 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL r+ori 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN �i DRAWINGS. psi 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT ..................... ....... _... _...... _ TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS I VALL(YTRUS, ly II I 1j ll II II II IIASETRUSSES GABLE END, COMMON TRUSS, OR GIRDER P �2 VALLEYTRUSS TRUSS (TYPICAL) i i r 1 SEE DETAIL "A" BELOW (fYP.) 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 3112 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24° O.C. (BASE AND VALLEY) 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. Llpaoil as(IEuh mses! kayh m Ispmhltiudihou7s1evri .wpm!rSssiea c JULY 17, 2017 TR SED VALLEY SET DETAIL IGH WIND VELOCITY) STDTL07 r� A-1 ROOFTRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 t I , ATTACH VALLEY TRUSSES TO LOWER TRL WITH USP RT7 OR EQUIVA WIND DESIGN PER ASCE 7-98, ASC�E 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET l CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24- O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES M ST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' -10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRU SES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. NON -BEVELED BOTTOM CHORD 7 CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NOTE: VALLEY STUD SPACING NOT TO EXCEED 48° O.C. SPACING. NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) am STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERT STUD SECTION B-B FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 7-12409-1010 I TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' -' 0' D.C. MAX. SEE INDIVIDUAL ENGINEERING. DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. A VARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES * WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL .BRACE TO A BLOCKING WITH (5) - 10d NAILS STDTL08 VERTICAL 2X6 SP OR SPF STUD #2 DIAGONAL BRACE (4) - 16d NAILS 16d NAILS SPACE❑ G' D.C. (2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS (4) 8d NAILS MINIMUM, ROOF 3X4= PLYWOOD SHEATHING TO ! SHEATHING 2X4 STD SPF BLOCK k DIAGONAL BRACING ** L - BRACING REFER V II loy REFER TO SECTION A -A TO SECTION B-B 24' MAX- / NOTE: / 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD (2) - lOd OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLOC. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR / BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES @ 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF ❑IAPHRAGM / AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 ❑IAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A) - 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS'L/240. TO BLOCKING WITH (5) - 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE 10d NAILS. S. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. (SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-91-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE 1 DIAGONAL BRACE (2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP931STUD 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 #31 STUD 24' O.C. 2-8-6 3-11-3 54-12 8-1-2 2X4 SP #2 12' O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16° O.C. 3-6-11 4-9-12 6-6-11 10-H 2X4 SP #2 24' O.C. 1 3-14 1 3-11-3 6-2-9 1 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE AT-TACHEO TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH IOd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT=30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING 15 BASED ON MWFRS. END WALL T-BRACE / I -BRACE DETAIL I STDTL09 FEBRUARY 17, 2017 WITH 2X BRACE ONLY r NOTES,•: +; T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH. �.■; •�� THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTER (- T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" 0.6. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I-BRACi TWO-PLY TRUSSES NAIL TO BOTH PLIES) (ON WEB SPACING k k' -A k \ k -A 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 [-BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS NAILS WEB NAILS WEB I -BRACE T-BRACE SECTION DETAILS e FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS STDTL10 TO MINIMIZE; VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2XG STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONE❑ ❑IRECTLY UNDER THE o TOP CHORD OR ❑IRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1ROOFTRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL34941 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OFITHE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END,; CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENOS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE METAL FRAMING \A�TIEACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH B WITH (3) - 10d SCAB WITH (3) - 10dTO TOP CHORD ITLS (0.131' X 3') NAILS (0.131' X 30. I ATTACH TO WEBS (0. 31 ITH VERTICAL NAIL _w_�s�wwwe���w�w �w���■ 6 1 0 i6m mm BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS •jATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') 2XG 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.21G' ❑IA.) 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 WITH (12) - 10d NAILS C0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X; 3-) STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) • FEBRUARY 17, 2017 1 L'ATERALl TOE -NAIL DETAIL �• NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45" WITH THE MEMBER AND MUST HAVE FULL W00❑ SUPPORT (NAIL MUST BE DRIVEN �....: THROUGH AND EIT AT THE BACK CORNER OF THE MEMBER ENO AS SHOWN). 2. THE END ❑ISTA�CE, EDGE ❑ISTANCE, AND SPACING OF NAILS SHALL rrr! BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VA UE SHALL BE THE LESSER VALUE -OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE. FL 34946 772409-1010 i TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL), OIA SIP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.41 59.7 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 z Z 0 .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 STDTL11 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 (2DVIEW X3) 2AILS• APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS EXAMPLE: NEAR SIDE NEAR SIDE (3) - 16d NAILS (0162' DIA. X 3.51 WITH SPF SPECIES BOTT M CHORD NEAR SIDE NEAR SIDE FOR LOAD DURATION INCREASE OF 115: NEAR SIDE 3 (NAILS) X 845 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY NEAR SIDE NEAR SIDE ANGLE ANGLE MAY ] ANGLE VAY FROM 0 MAY RTOF60MI I I \ 30 *TO 60M I \ \ 30 RTO GO* 45.00' 45.00° 45.00° FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL A-1 ROOF TRUSSES 4451 ST_ LUCIE BLVD. FORT PIERCE, FL 34946 772409-10' I I i THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. STDTL12 TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP DF HF SPF SPF-S L7 .131 59 46 32 30 20 Z O —1 .135 60 48 33 30 20 Ul cy) .162 72 58 39 37 25 = O .128 54 42 28 27 19 F_ U � Z O .131 55 43 29 28 19 .148 62 48 34 31 21 —I J_ N Q M Z 120 51 39 27 26 17 Z .128 49 38 26 25 17 O .131 51 39 27 26 17 J M .148 57 44 31 28 20 NOTES: 1. TOE —NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE —NAIL I - APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. I EXAMPLE: (3) — 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIN❑ FOR WIN❑ OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. *** USE (3) TOE —NAILS ON 2X4 BEARING WALL xxx USE (4) TOE —NAILS ON 2XG BEARING WALL NEAR SIDE FAR S: SIDE VIEW, )E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW IL NAIL NAIL i FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.5 x 4 2x2 NAILER ATTACHMENT I STDTL13 2x2 NAILER ATTACHMENT ENERAL SPECIFICATIONS MAXILOAD' 55 psf Roof Load, 170 mph, ASCE 7-10,I 29 -0 Mean Height, Exp. B, C or D. N 2l�`rl Q o pS 2x4 SP No. 2 (Min) 0 0 X X 1.5x4 SP No. 3 s April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTL14 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 12 I VARIES (4) 12d TRUSS 2411 O.C. I UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT - GIRDER (4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 a J 4 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 FEBRUARY 17, 2017 1 DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 TOTAL NUMBER MAXIMUM FORCE (LBS) 157 LOAD DURATION OF NAILS EACH X SIDE OF BREAK * (I CHES) I SP OF SPF HF 20 2X6 I 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 I39 30• 2194 3291 1 2007 3011 1697 2546 1738 2608 32 18 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 I 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 3657 5485 3346 5019 2829 4243 2898 4347 s DIVIDE EQUALLY1FRONT AND ATTACH 2X_ SCAB OF THE THE TRUSS ( CENTER ROWS FOR 2X6) SPACI STAGGER NAIL SPACIN THE MAIN'IMEMBER. U! THE LENGTH OF THE BREAK (C) THE MINIMUM 01 ERALL SC) BREAK �I t�,iQl 3 • lOd NAILS NEARSIDE +10d NAILS FAR SIDE { I • X' MIN 1CK AME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE 4' O.C. AS SHOWN (.131' DIA. X 3'). FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN A MIN. 3' MEMBER ENO DISTANCE. HALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 6' MIN TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF TrE 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). I DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR ITHE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION IOF THE TRUSS IS UNOAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED,1 THE TRUSS MILL 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 WO00. 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. ti e FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 APPLIED OVERHANGS I TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 1 24' O.C. TOP CHORO:I 2X4 OR 2XG PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION I NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' OIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH - AS TO' AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT I THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 400 SPACED 24' O.C. MAXIMUM ANDI HAVING PITCHES BETWEEN 4/12 AND 12/12 ANO 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 STDTL16 1) Important Na Trusses are to be hanc WTCA 1-1995 —"Star and "BCSI 1-03 Guide Trusses" published by \ Trusses. Spanish .versio All temporary and pei I J IYYYII r A-1 ROOF TRUSSES A FLORIDA CORPORATION :�s / Pl9 se Review Prior to Truss Installation: I, installed ?nd braced in accordance to the following standards: ANSI/TIP 1-2007; rd Respon abilities in the Design Process Involving Metal Plate Connected Wood Trusses", Good Pr ctice For Handling, Installing, & Bracing of Metal Plate Connected Wood '—A and T uss Plate Institute. Any of this material can be obtained by contacting A-1 Roof are a Truss designs are for an individ designers calculated loads. Th�j If provided by truss manufact/L guides or software providedy bearing requirements. Truss a truss manui 5) Unless spe( 6) On flat sur 7) It is the bui to assure tl access o f 8) Unless sp 9) Attached building 10) Trusses a be fram/ ;o available. acing design, connection, material, and labor by others. al component, not for a truss system. Reactions and uplifts may vary from building building designer is ultimately responsible for clarifying any discrepancies. rer, any engineered beams provided have been sized using information design the beam manufacturer. The building designer should verify all loads uplifts, and nufacturer is not responsible for specifying beams, other than those provided by roof truss�]s are not designed for any additional attic storage loads. is, adequat¢ drainage must be provided to avoid ponding. •'s responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic should be located between trusses unless otherwise noted. ecified, valley framing design, connection, material and labor to be supplied by the builder. drawings ar standard details that cover most installation standards. Structural details provided by the designer sup rsede any attached details. re not desig` ed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should ed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the above all/loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engi ered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individud� truss design drawings. 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection persorynel, equipment, whether temporary or permanent, are not allowed unless specified on sealed enameered d awmas. Any questions or comments feel free to contact, A- Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-10/ 0 Office 772-409-1015 Fax �4 trU $CoQ STOUGTURAL ant CTC) A P�aipp6c' Company W Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST US? 160% Label StockNo. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 (4) -10d (Header) FL821.39, (2) -10d (Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 - - - - _ (4) - 10d (Header) (2) -10d (Joist) " T2 JUS26 1881, 850 975 1060 1115 (4) -10d (Header) FL821.42, (2) -10d (Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 - - - - - (4) - 10d (Header) - (2) -10d (Joist) T3. MSH422 1831, 2025 2025 2025 (22) - lOd (Face -Face Max Nailing) FL822.36, (6) - 10d (Face -Top Max Nailing) 08- - (6) -10d (Joist - Face Max Nailing) 0303.06, - (6) -10d (Joist - Top Max Nailing) RR 25836 (4) -10d (Top -Top Max Nailing) 13116-R THA422 2245 2245 2245 - - - - - _ (6) -16d (Carried Member- Face Mount) (6) -10d (Carried Member -Top Flange) (22) -16d (Face - Face Mount) (2) -16d (Face -Top Flange) (4) -16d (Top - Top Flange) THA1422 1835 1835 1835 - - - - - _ (2) -10d x 1-112 or2 -10d x 1-1,12 (Carried Member) (20) -10d or (2) - lod (Face) (4) -10d (Top) T4 THD26 1781, 2485 2855 3060 2170 (18) - 16d (Face) FL13285.35,. (12) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - - - - _ (11) -10d x 1-112 (Carried Member) (20) -10d x 1-112 (Carried Member- Max Nailing) (20) -16d x 1.112 (Carrying Member) (20) -16d x 1-V2 (Carrying Member - Max Nailing) h4 SP STRUCTURAL CONNECTORS* A MiTek' Company Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 - - - - (18) -16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHU526-2 2785 3155 3405 1550 - - - - _ (14) -16d (Face) (6) -16d (loist) HTU26-2 2940 3340 3600 2175 - - - - _ (20)- 10d(Carried Member -Max Nailing) (20) -16d (Carrying Memberber- M-x T6 THD28 1781, 3865 3965 3965 2330 -- (28)-16d (Face) FL13285.35, �— �— (16) -10d x 1-1/2 (Joist) 06— 0921.05, RR 25843 HTU28 3820 4340 4680 2140 - - - - _ (26) -10d x 1-112 (Carried Member- Max Nailing) (26) -16d (Carrying Member- Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28) - 16d (Face) FL13285.35, (16) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 - - - - _ (22) -16d (Face) (8) -16d (Joist) HTU28-2 3820 4340 4680 3485 - - - - - (26)- lod(Carried Member -Max Nailing) (26) -16d (Carrying Member- Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18) - 16d (Face) FL13285.35, (12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHU546 2790 3160 3410 1110 - - - _ _ (14) -15d (Face) 1 1(6).16d (Joist) �USP STRUCTURAL CONNECTORS* A MITok Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% % 100% 100% Fastener Schedule T9 THD48_ 1781, 3950 4540 4935 2595 - - - (28) -16d (Face) FL1 FL13285.35, (16) -10d (Joist) 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 - - _ _ _ (22) -16d (Face) (8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 (20) -16d (Face) FL821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 - - _ - _ (20) -16d (Face) (8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 (20) -16d (Face) FL821.75, (8) -10d (Joist) 06- 0921.05, RR 25779 HGUS26-3 4355 4875 5230 2155 - _ _ _ _ (20) -16d (Face) (8) -16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 (36) -16d (Face) FL821.77, (10) -16d (Joist) RR 25779 13116-R HGUS28-2 7460 7460 7460 3235 - - _ _ - (36) - 16d (Face) (12) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 (36) -16d (Face) FL821.75, (10) -16d (Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 - - _ _ _ (36) - 16d (Face) (12) -16d (Joist) v e, 41 USP STRUCTURAL CONNECTORS A MiTew Company -r.. ..-r kle Connector Schedule Group Label USP Stock No Required Faste ers Reference No Required Fasteners (4) -10d (Header) (4) -10d (Header) - T1 JUS24 LUS24 (2) - lod (Joist) (2) -10d (Joist) (4) - IOd (Header) (4) - lod (Header) - T2 JUS26 LUS26 (4) - lOd (Joist) (4) - IOd (Joist) (22) - lod (Face - Face Max Nailing) (6) -16d (Carried Member - Face Mount) (6) - lod (Face - Top Max Nailing) (6) -16d (Carried Member - Top Flange) - T3 MS H422 (6) - lod (Joist - Face Max Nailing) THA422 (22) -16d (Face - Face Mount) (6) -10d (Joist -Top Max Nailing) (1) -16d (Face -Top Flange) (4) -10d (Top -Top Max Nailing) (4) -16d (Top -Top Flange) (11) -10d x 1-112 (Carried Member) (18) -16d (Face) (12) - 10d x 1-1/2 (Joist) (20) -10d x 1-112 (Carried Member - Max Nailing) - T4 THD26 HTU26 (20) -16d (Carrying Member) (20) -16d (Carrying Member -Max Nailing) i (18) -16d (Face) (14) -16d (Face) - TS THD26-2 HHUS26-2 (12) -10d (Joist) (6) -16d (Joist) (28) - 16d (Face) (26) -10d x 1-112 (Carried Member- Max Nailing) - T6 THD28 HTU28 (16) - lod x 1-1/2 (Joist) (26) -16d x 1-1/1(Carrying Member- Max Nailing) (28) -16d (Face) 1 (22) -16d (Face) - T7 THD28-2 HHU528-2 (16) -10d (Joist) I (8) -16d (Joist) (18) -16d (Face) I (14) -16d (Face) - T8 THD46 HHUS46 (12) -10d (Joist) (6) -16d (Joist) (28) -16d (Face) 1 (22) -16d (Face) - T9 THD48 HHUS48 (16) -10d (Joist) ` (8) -16d (Joist) (20) -16d (Face) 1 (20) -16d (Face) - T10 THDH26-2 HGUS26-2 (8) -16d (Joist) 1 (8) -16d (Joist) (20) -16d (Face) 1 (20) -16d (Face) - T11 THDH26-3 HGUS26-3 (8) -16d (Joist) (8) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T12 THDH28-2 HGUS28-2 (10) - 16d (Joist) I (12) -16d (Joist) (36) -16d (Face) I (36) -16d (Face) - T13 THDH28-3 HGUS28-3 (10) -16d (Joist) 1 (12) -16d (Joist) P STRUCTURAL CONNECTORS* A MiTeW Company Jul JUS24 JUS26 MSH422 THD26 THD26-2 THD2 g 4 s, THD28-2 THD46 THDH26-2 V P ir if. him Q ,THDH26-3 THDH28-2 THDH28-3 F 2 REPAIR REOUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue / damage are required. NOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. If there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for "field built" trusses. 4. See example markup details below. BREAK: Use a line to denote the exact location of the break 2 "`•,"., , 3 4 27 20� ALTERNATE I REVISED BEARING LOCAMON: Draw in new location of bearing, and provide dimension of it's location MISSING PIECE: If there are multiple breaks, resulting in missing 4 / !f MISSING / DAMAGED PLATE: Circle Missing or Damaged Plate 5 e 7 8 9 13 18 17 16 TR USS MODIFICATION: ? 1 If truss is too tong/ short, provide detailed sketch and provide dimensions as needed. SPLIT 1 CRACK: Denote exact location of damage, and provide length if greater than 12" 12Y7`a7 1" out of plane a BREAK: Use a line to denote exact location of break MISSING i DAMAGED PLATE: Circle Missing or Damaged Plate DEFLECTION [CROWN: Denote exact location of where the start and: stop of the issue, as well as dimensions oftvhere the issue occurs.