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Home My WebLink AboutTRUSS4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946-= PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING- - -I BUILDER: PHOENIX REALTY HOMES PROJECT: TARPON FLATS COUNTY: ST. LUCIE LOT/BLK/MODEL: LOT:4 / MODEL:MODELA/ 3925 SHORESIDE DR MASTER#: 72387 WPRHTFA OPTIONS: NO OPTIONS Lumber desirgn values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WPRHTFA A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: PHOENIX REALTY HOMES, INC. Project Name: TARPON FLATS Lot/Block: Model: MODEL A Address: City: Co, nty: State: FL Name Address and License # of Structural Engineer Name: Lic Address: City: General Truss Engineering Criteria Design Loads Loading Conditions): Design Code: FBC2017/TP12014 Del Wind Code: ASCE 7-10 Wind Speed: 170 Roof Load: 55.0 psf Fie This package includes 68 individual, dated Truss Design Drawings and With my seal affixed to this sheet, I hereby certify that I am the Truss D', conforms to 61 G15-31.003,section 5 of the Florida Board of Profession Record, If there is one, for the building. se #: dividual Truss Design Drawings Show Special ign Program: MiTek 20/20 8.1 or Load: 0.0 psf 16 Additional Drawings. !sign Engineer and this index sheet it Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0012835 A01 G 5/22/18 13 A0012W, B02 5/22/18 25 A0012859 CJ5 5/22/18 2 A0012836 A02 5/22/18 14 A0012846 B03 5/22/18 26 A0012860 CH 5/22/18 3 A0012837 A03 5/22/18 15 A0012846 B04 5/22/18 27 A0012861 CRA 5/22/18 4 A0012838 A04 5/22/18 16 A0012856 B05 5/22/18 28 A0012862 CJ78 5/22/18 5 A0012839 A05 5/22/18 17 A0012851 B06 5/22/18 29 A0012863 D01 G 5/22/18 6 A0012840 A06 5/22/18 18 A0012852 B07 5/22/18 30 A0012864 F01 G 5/22/18 7 A0012841 A07 5/22/18 19 A0012853 B08 5/22/18 31 A0012865 G01 5/22/18 8 A0012842 A08 5122/18 20 A0012854 B09G 5/22/18 32 A0012867 HJ3 5/22/18 9 IA0012843 A09 5/22/18 21 A0012855 C01 G 5/22/18 33 A0012868 HJ68 5/22/18 10 A0012844 A10 5/22/18 22 A0012856 CO2 5/22/18 34 A0012869 HJ7 5/22/18 11 A0012845 A11G 5/22/18 23 A0012857 CA 5/22/18 35 A0012870 HJ8 5/22/18 12 A0012846 BO1G 5/22/18 24 IA001285P CJ3 5/22/18 36: A0012871 I HJ9. 5/2211El The truss drawing(s) referenced have been prepared by MiTek Industries) Inc. under my direct supervision based on the parameters provided. by A-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solelyfor the truss components shown. The suitability and use of components for any particular building is thle responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents] provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [A1 Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents') are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engine4 (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional Anthony T. engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. SERIAL #: 313 BC A2 2100 00 0Q 00 4C 12 87 DF Page 1 of 2 Lumber design values are in accordance with ANSIlTPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WPRHTFA No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0012872 J2 5/22/18 75 STDL07 STD. DETAIL 5/22118 38 A0012873 J68 5/22/18 76 STDL08 STD. DETAIL 5/22/18 39 AO012874 J68A 5/22/18 77 STDL09 STD. DETAIL 5/22/18 40 A0012875 J7 5/22/18 78 STDL10 STD. DETAIL 5/22/18 41 A0012876 J7A 5/22/18 79 STDL11 STD. DETAIL 5/22/18 42 A0012877 J8 5/22/18 80 STDL12 STD. DETAIL 5/22/18 43 A0012878 J8A 5/22/18 81 STDL13 STD. DETAIL 5/22/18 44 J,A0012879 J8B 5/22/18 1 82 1 STDL14 STD. DETAIL 5/22/18 45 A0012880 J9 5/22/18 83 STDL15 STD. DETAIL 5/22/18 46 A0012881 K01G 5/22/18 84 STDL16 STD. DETAIL 5/22/18 47 A0012882 L01 5/22/18 48 A0012883 L02 5/22/18 49 A0012884 L03 5/22/18 50 A0012885 L04 5/22/18 51 A0012886 L05 5/22/18 52 A0012887 L06 5/22/18 53 IA0012888 L07 5/22/18 54 A0012889 L08 5/22/18 55 A0012890 L09 5/22/18 56 A0012891 VO4 5/22/18 57 A0012892 V08 5/22/18 58 A0012893 V12 5/22/18 59 A0012894 VM03 5/22*118 60 A0012895 VM05 5/22/18 61 A0012896 VM05A 5/22/18 62 IA0012897 VM07 5/22/18 63 A0012898 VM09 5/22/18 64 A0012899 VM11 5/22/18 65 A0012900 VM13 5/22/18 66 A0012901 VM15 5/22/18 67 A0012902 VM17 5/22/18 68 A0012903 VM17A 5/22/18 69 STDL01 STD. DETAIL 5/22/18 70 STDL02 STD. DETAIL 5/22/18 71 STDL03 STD. DETAIL 5/22/18 72 STDL04 STD. DETAIL 5/22/18 73 STDL05 STD. DETAIL 5/22/18 74 STDL06 STD. DETAIL 5/22/18 Page 2 of 2 Job Truss Truss Type Qty Ply WPRHTFA 11- A01G HIP GIRDER 1 2 A0012835 Job Reference (optional) Al rrooT 1 russes, ron rierce, M 64y4% uestgn(gaitruss.corn 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:38 2018 Page 1 5-4-0 10-11-15 16-6-1 5-6-3 22-2-0 5-7-15 2:10-4 31-10-0 4-8 4 4 11-12 5�� 0 5 7-15 6.00 12 5x8 = 3x4 = 3x6 = 1.5x4 11 4x8 = Dead Load Defl. = 3/16 in 2 3I 4 5 6 5x6 i 3x4 1 7 4 4 6x6 8 so 4 m 5/tN8t �� n . 14 24 25 26 27 12 28 I 29 3031 32 33 34 I I iP. 1819 20 21 22 23 17 16 151 13 11 10 9 3x10 11 7x6 = 5x6 = 6x8 = 6x6 = 6x6 = 6x6 = 3x8 I I 8x8 5� 0 10-11-15 16 6-1 5-6-3 22-2-0 5-7-15 26-10� 31-10-0 4-8 4 4-11-12 5 4 0 5-7-15 1 Offsets (X,Y)- [1:0-1-12,0-1-1 [10:0-1-12,0-4-0], [11:0-3-0,0-4-0], 11 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 085 Vert(LL) 0.19 13-15 >999 360 TCDL 28.0 Lumber DOL 1.25 BC 0139 Vert(CT) -0.2913-15 >999. 240 BCLL 0.0 ' Rep Stress Incr NO WB 696 Horz(CT) 0.05 9 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except` W1,W8: 2x8 SP No.2 W2,W7: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-54 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15 REACTIONS. (lb/size) 17 = 8088/0-8-0 (min. 0-3-6) 9 = 8199/Mechanical Max Horz 17 = -400(LC 6) Max Uplift 17 = -3869(LC 5) 9 = -3687(LC 9) Max Grav 17 = 8088(LC 1) 9 = 8199(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5257/2666, 2-3=-7430/3837, 3-4=-8218/4170, 4-5=-8218/4170, 5-6=-8218/4170, 6-7=-7803/3819, 7-8=-6706/3084, 1-17=-7425/3626, 8-9=-7376/3383 BOT CHORD 17-18=-169/312, 18-19=-169/312, 19-20=-169/312, 16-20=-169/312, 16-21=-2314/4555, 21-22=-2314/4555, 22-23=-2314/4555, 15-23=-2314/4555, 14-15=-3743/7430, 14-24=-3743/7430, 24-25=-3743/7430,25-26=-3743/7430, 13-26=-3743/7430, 13-27=-3281/6895, 27-28=-3281/6895, 12-28=-3281/6895, 11-12=-3281/6t395, 11-29=-2697/5910, BOT CHORD 17-18=-169�312, 18-19=-169/312, 19-20=-169/312, 16-20=-169/312, 16-21=-2314/4555, 21-22=-2314/4555, 22-23. 231�/4555, 15-23=-2314/4555, 14-15=-3743/7430, 14-24=-3743/7430, 24-25=-3743/7430, 25-26=-3743/7430, 13-26=-3713/7430, 13-27=-3281 /6895, 27-28=-3281/6895, 12-28=-3281/6895, 11-12=-3281/6895, 11-29=2697/5910, 29-30=-2697/5910, 30-31=-2697/5910, 10-31=-2697/5910 WEBS 2-16=-2309/1204, 2-15=-2650/5062, 3-15=-1744/903, 3-13=-717/1423, 5-13=-559/,316, 6-13=1382/2389, 6-11=-675/1147, 7-11=-975/1577, 7-10=-2123/1156, 1-16=-3333/6621, NOTES- 1 ' 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chord's connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggeredlat 0-9-0 oc. 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; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. ll; Ex p C , Encl., GCpi=0.18; MWFRS (envelope); cantilever, left and right exposed ; end vertical left expos-d;ILumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding.' 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any,other live loads. 1 PLATES GRIP MT20 244/190 Weight: 552 Ib FT = 10% 1 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-M wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb)17=3869, 9=3687. 10) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 853 Ib down and 364 Ib up at 2-0-12, 850 Ib down and 437 Ib up at 4-0-12, 865 Ib down and 488 Ib up at 6-0-12, 865 Ib down and 488 Ib up at 8-0-12, 865 Ib down and 488 Ib up at 10-0-12, 865 Ib down and 488 Ib up at 12-0-12, 865 Ib down and 488 lb. up at 14-0-12, 865 Ib down and 488 Ib up at 16-0-12, 865 Ib down and 488 Ib up at 18-0-12, 865 Ib down and 488 Ib up at 20-0-12, 795 Ib down and 450 Ib up at 22-0-12, 873 Ib down and 425 Ib up at 24-0-12, 846 Ib down and 343 Ib up at 26-0-12, and 836 Ib down and 336 Ib up at 28-0-12, and 912 Ib down and 372 Ib up at 30-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-96, 2-6=-96, 6-8=-96, 9-17=-14 Concentrated Loads (Ib) Vert: 14=-865(B) 11 =-795(B) 12=-865(B) 18=-838(B) 20=-850(B) 21=-865(B) 22=-865(B)23=-865(B) 25=-865(B) 26=-865(B) 27=-865(B) 29=-863(B) 31=-836(B)32=-836(B) 34=-912(B) lfvgq�?,Pu 5mte}llr;!ryi a!*V ICWrussis !m "reNl nw 1i01g!n7NS:ki1AYy IU:El9A(Ce7gtEp5L,M7'!xa,ie:drlt.,'-s.rr!.'!atx: a!a±lups!ertis r!!s±pe;,p G!:irr OPled a±d ti.?ralrIEP.E. idxev±Sauli!M!n!. Ls:!!s s!1r..ist srtNnS!15g,u1? H,TetrcmeaertldessM'IleaelM+a 16Chleleit lsalntsgesmratuur(Ie,1ryr�syia3:vw7,6±udmeayTudnn<ixs'meaetheudd�K!}esii my!uuxy+resters!!':hlm4'eMs,ntlrs±G�yl!cressMilan-'m�!T culye±lerTYFI, fl:lesiSsessusram,'rar� a;,!r �,n Anthony T. Tornbo III, P.E. ul esrdMeirss M,agk?;ayk'�nsymixln?slfir ese!!, he Use!isnlSu relrteel rrlriragn!g+m,g4e ere!�dCS 11L8e 1i(e±d9tlmsl Srliiie3!keetlnd.l!!aspmel �'hei:gnd¢rfielluesdMirass,ndd.+r 5niln�t. slm �e a;kiie!iudleusy shg 7r Fs!,nt�si}deyd �60083 ' 6!WattNortadCewe u.1CetlnutiOnbeT:dudRepecinrairw€,rstd3!rs'.iiet(antuedSehf?Musm.m(ii111aSF.siili inrlSriAenidaeen!4rpreeltnhae i±FlNfxusMeusparir';,smrfilrzsuMeL•rmFr,:c±w,rs,ssMsgz5luetrad'mslia±fea*e" ttess 4451 St. LUCIeSIVd. dleer:N ddm±dhe(ahml r¢t!d ryu e, .:.ry6y r'�tafies pole! iq SssS Pesge Ee^ete n�Y fitldltsj tksig¢a uassSnien rr,s!e�derykildet,.{7 upkf,N le;asare es hfieet it itFi. Fort Pierce, FL 34946 (opyright m 2016 A-1 loot husses -Anthony 1. Tombo 111, RE teptcdutlian d this dorameal, in any lctat is prehibiled without Ae wfiven pmmissioe from A-1 loci basses - Anth my T. Tombe Ill, P.E. Job Truss Truss Type Qty Ply WPRHTFA A02 ROOF SPECIAL 1 1 A0012836 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14y39:39 2018 Page 1 ID:uMNtXBMFQzgGeYlmYwngyHzGc8X-wJV21ZaQEDWKQVICtR4A1 7adt4b10Clf2MVl4GzDx I 16-2-0 17-2 0 23�-0 27-5-4 31-10-0 8-4� 7-9-12 -0- 6 2-0 4-1 4 4--12 M 0 3x6 6.00 12 5x6 = 4x6 = 4 5 4x6 = fa 14 la 121a 11 10 ZU, 21 22 9 1.5x4 11 5x6 WB= 3x8 = 4x6 = 3x8 = LOADING(psf) SPACING- 2-1-0 CSt. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.28 9-10 >999 360 TCDL 28.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.48 12-14 >798 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.12 9 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 `Except` T3,T5: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD 2-" oc pudins (3-4-7 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. WEBS 1 Row at midpt 2-12, 4-12, 5-10, 7-9 REACTIONS. (lb/size) 1 = 1834/0-8-0 (min. 0-2-3) 9 = 1797/Mechanical Max Horz 1 = 331(LC 12) Max Uplift 1 = -607(LC 12) 9 = -605(LC 13) Max Grav 1 = 1834(LC 1) 9 = 1797(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3183/2164, 2-3=-2176/1609, 3-4=-1983/1641,4-5=-1934/1708, 5-6=-1488/1364, 6-7=-1750/1417 BOT CHORD 1-18=-2051/2699, 14-18=-2051/2699, 13-14=-2051/2699,12-13=-2051/2699, 12-19=-1222/1855, 11-19=-1222/1855, 10-11=-1222/1855, 10-20=-847/1188, 20-21=-847/1188, 21-22=-847/1188, 9-22=847/1188 WEBS 2-14=0/316, 2-12=-1082/1021, 4-12=-954/1221, 5-12=-734/534, 5-10=-600/466, 6-10=-182/306, 7-10=-140/510, 7-9=-1924/1386 WEBS 2-14=0/316, 2-12=-1082/1021, 4-12=-954/1221, 5-12=-734/534, 5-10=-600/466, 6-10=-182/306, 7-10=-140/510, 7-9=1924/1386 NOTES- 1) Unbalanced roof live loads have been considered for this' design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left.and right exposed ; end vertical left exposed;C-C for members and forces 81 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf,on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)1=607, 9=605. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Dead Load Deft. = 1/4in 6x6 = --I PLATES GRIP MT20 244/190 Weight: 192 lb FT = 10% #.IN 4mum il* Mlt. fit *1160FRUSSIS;S101,0101mitt0nDA10NStUSt09;M.Et jftfaj"9f[63St.191'fits. rfid+l4s`{dyffimt;A3 set fell lists mtkit Test tulip V"itI(OQIPAS!WMI1. Tisis m,Pi.Idutna sultill.14 mt.:i1tis Mist selld 0 k KWt Nildlswtt+rldn tNlkrdlah!IGOhkts!ii lstlmtt6e;m Fapaetr(x,3{vfa}1!nitlefedlaupl01t�t1aesmrfe{tmledlydesxwi tapluag ulrmtFa:drhitbd±tgfd6e til3i11mseyiatdaoxtl6 rdr, qla iell.l5:!!sip nsaa>•sas; luSaTnaelf, se.My Anthony T. Tombo lit, P.E. mdtf!dltlt Tress ffl asjCr%l ttdR fliysefi3;ai dYlt OitAfi rlt6Ws Cd:"J,g tit into d Ifr![It timf{tair"fall e'lilmri9, and TN-l.rmirimill0..61''0Wmffidi.iWit Tress, nth; hflat. Meat, it'll it ramit.54ilp 0 1 ' btl7tuS[vsi;at/m!t'1nxw.l0e.t!llnaanCzT�l�tltperufedp+Es'.as1et14!NYC{tat)111tlS0IEif Ide2GNt1`.ti}r)Lihllir'F(aaJttLAgtikMtltYJl#tilt:dttiiCttItiII3!e?sbalfipfntiC`0083 :61�4AMSft3l1!illGitepn,imflty{l;ttittk!f(mllla3fy91diC%It,tatnf 4451St.80083Lucie 81Yd. dttta st edatdtlatmGrl tpttdryaarti0rgiy¢flaliis its Net Nip Gratz: Is 01 as 1alenl6nfptrx Ties$Spiess l4giaedlse WA61, 1.1 mrilthal him. at asdtrutd is IN. Fort Pierce, FL 34946 (epytighlC1016AARoof riusses•AeihonyT.TomboIII, P.E. Reindarlion alibis domment, in any farm, is prohibited without file Written pejusiuites Item A -I fool Trosses - Anifionyl. Teethe 111, 1`1 Job Truss Truss Type Qty - Ply A0012837 WPRHTFA A03 ROOF SPECIAL I 1 1 4 Job Reference o tional Al KooT I rUsses, r-ort raerce, 1-1- ,v+avo, aeslynlgd a u ubb.wna 8-4-4 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:40 2018 Page 1 ID:uM NtX8MFQzgGeYl mYwngyHzGc8X-OV3QWvb2?XeB2fKPR9cPZCY17HRomTkvui53zizDx_H 2-0 , 19-2-0 , 25-4-0 31-10-0 6.00 12 5x6 = Dead Load Defl. = 114 in 4 46 = 5x10 MT20HS�-- 4x6 .5:� 5 4x4 3 �., 5x6 2 W5 ; ,� m ci Is W2 4 tm I co 4W7 to 1 B1 O 17 13 12 11 18 10 19 20 9 21 8 3x6 i 1.5x4 I I 5x6 116-2-0 WB= 3x8 = 46 = 3x10 = 4x6 11 8� 4 25-4-0 31-10-0 8 4 4 7-9-12 9-2-0 6 6-0 Plate Offsets (X Y)— [1.0-2-9 0-1-81 [2.0-2-0 0-2-8] [3:0-3-0 Edgel [6:0-4-3 Edge] [7:Edge 0-1-12] [8:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0A3 Vert(LL) -0.32 9-11 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0172 Vert(TL) -0.61 9-11 >626 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0j89 Horc(TL) 0.11 8 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix -AS Weight: 179 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except' T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-11, 4-11, 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 = 1760/0-8-0 (min. 0-2-1) 8 = 1726/Mechanical Max Horz 1 = 318(LC 12) Max Uplift 1 = -582(LC 12) 8 = -581(LC 13) Max Grav 1 = 1760(LC 1) 8 = 1726(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3056/2090, 2-3=-2095/1550, 34=-1909/1582,4-5=-1951/1650, 5-6=-1357/1208, 6-7=-1648/1182, 7-8=-1685/1250 BOT CHORD 1-17=-1982/2593, 13-17=198212593, 12-13==1982/2593, 11-12=-1982/2593, 11-18=-1355/1967,10-18=-1355/1967, 10-19=-1355/1967, 19-20=-1355/1967, 9-20=-1355/1967 BOT CHORD 1-17=-198212593,13-17=-1982/2593, 12-13=-1982/2593, 11-12=-1982/2593, 11-18=-1358/1967, 10-18=1355/1967, 10-19=-1358/1967, 19-20=1355/1967, 9-20=-1355l1967 WEBS 2-13=0/303r 2-11 =-1 036/990, 4-11=-938/1180, 5-11=-674/593, 5-9=-886/670, 7-9=940/1478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: A§CE 7-10; Vult=170mph (3-second gust) . Vasd=1312r1rfph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide ladequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise 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-M wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. I 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)1=582, 8=581. 9) This miss 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)'This truss design requires that a minimum of 7/16." structural, wood sheathing be applied: directly to the top '/2 chord and"•gypsum sheetrock be applied directly to the bottom chord. I LOAD CASE(S) Standard I R'crosi•Powitsanaqlxt'A1IA7filUSSES('SRSA?,NAEIil TEUdStWNp1117lIS (Ei1dW lNil":l(t77i1[D5YIF1'1N4 Ta*hs!pfultrus 01t01a01s;tlxis Tnss6tsilt rrwitf-DIII01S.- jr,"TT.TeaOrP r( idstan fetlhMlw. CrSessa ez ist Waaim l2o,nlS Alutet—rhe rlalts stenhetsrlht5.1(,hit 101 Aj Ohn'Wreajn!!r Anthony T. Tombo 111, P.E. tad l;ttl xltiress ha m7 Eaa�: a7 islhr rutws:i,';it dr.1cw, Is, oxetisalxrnre sletterxerr�'gIfmx;,h("ttett;e;xt0(,xl Rf arArklull)eHmt tilt of T11 . T7tnrnttlt¢WD tattetleit it dhe Ifni,he'43 Soinaj.stneil trih:»^.ilaslyeriy sit It Pt rt/pasudy t? n 80083 ' CarnNurUupltoi(lthpiar.snv'sIII ld4oem:atauerhmsIII 1!0i 9I:W%,j(up'tSEN4Iihxsm¢t9l��ihfl4lSE(Aatdveed3eu:drrifxalRtlws6evt,ptsni6'etWlmesduietsa^.t;.x�.,nsGes,parntual`:essN a[rer,adeas 4451St. Lucie Blvd. llkrrt.si dduAha(ntaly'd epe'i.a-5gkpai wits inaFd. 11h Lissbtsip Et��ll is k9i tit 10h.1 btsiptcwio-ls SntvEtgser*0. IM1..An atphLd L•sn, en 4 NIEW is IN. Fort Pierce, FL 34946 Zh Copyright 2016A-I Roof Insists -AnlhooyT.rombeIII, P.E. RepiodufionofIhisdasunto;inany, form �ispanhibittdwilhoul[he sniffers permissianfrom 1d Roof buffet -Aalbaayl.TomboIII, P.E. Job Truss Truss Type Qty Ply WPRHTFA A04 ROOF SPECIAL 1 1 A0012838 Job Reference (optional) As ,roof a cusses, Fort Pierce, FL 34946, eeslgn@altruss.com 1�: 3x6 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue May 22 14;39:41 2018 Page ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-shdpjFbgmgm2fovb7s7e6P4wtgotVxN27MrcCIBzDx_4 16-2-0 21-2-0 27 4-0 31-10-0 7-9-12 5-0-0 6-2-0 4-6-0 6.00 12 5x6 = Dead Load Defl. = 114 in is 14 13 12 19 11 10 20 9 21 8 1.5x4 11 5x6 WB= 3x8 =' 1.5x4 11 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.21 12-14 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.48 12-14 >795 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.12 8 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix -AS Weight: 182 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-12, 4-12, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1760/0-8-0 (min. 0-2-1) 8 = 1726/Mechanical Max Horz 1 = 318(LC 12) Max Uplift 1 = -583(LC 12) 8 = -581(LC 13) Max Grav 1 = 1760(LC 1) 8 = 1726(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3058/2092, 2-3=-2091 /1561, 3-4=-1907/1592, 4-5=-2004/1630, 5-6=-1216/1041, 6-7=-1438/1042, 7-8=-1695/1245 BOT CHORD 1-18=1984/2594, 14-18=-1984/2594, 13-14=-1984/2594, 12-13=-1984/2594, 12-19=-1530/2174, 11-19=-1530/2174. 10-11=-1530/2174,10-20=-152912176, 9-20=1529/2176 WEBS 2-14=0/310,2-12=-1039/979, WEBS 2-14=0/310, 2-12=-1039/979, 4-12=7873/1107, 5-12=-737/615, 5-10=0/265, 5-9=-1315/965, 7-9=-1004/1497 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; �Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)1=583, 8=581. 8) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASES) Standard won •fees,!..W'tvtsle.he's1 Nor '111555rTilirr"Rglul THAT t fOtPP3113'004 rytn jllte9Nl[OSY.RI":a,a. rndydaslsayxe2etus tr/rmd ndatxNis'sss Oesiga keeiel DOjed4 11.liAlt Ol,li.lder,we Aedltsrte ne. lg'tss eaw/ist stdeewINTOP, my Ni?ei ttnetxa r'aki stc7le,rsedfxPe t[;hlt lrci Asnlnu C2tialnl;ater(e.ir,tiaiy user Mseslxatp GB,temss®as,remead'a KdesiuienyaeerigresKesisertn Se lesiladas siaale trestPaL"etenfte100 Nt,ndrtltsl.ikL•siraawsl`,ens, ttafry"aar,sr.'d'!n! Anthony T. Tombo III, P.E. ndutd his rss Nearlui:3inristirneKas:x.„7drh ow, fit Uxta's aatlartd 11,4 trlsarMI ovipx.hrs,wir,aAt[It,at0(WatWitdrwf udt md1111./1fie,lroaalda-100 tadalftltnedat rrsis, ba"Iq+ allay, sb,opeasislo" ad&nut ball It Pe;,.ramad".1 d 180083 Zt Tunsis."?is!fit1,141NslNis5sh;iktilfi4451 St. Lucie Blvd. tle lwss eesita Eegmeis tOi 6e lritlbrD,riper.r. Tnis Srslev ERiwsdarylvilGer. Gl upiUOs�fvasw<as tdrt,4 itTP41Foci Pief4e, FL 34946 (epyrighlw2016A-I Roof Trusses •Antbony1.TombeIll. I'l Atpacduttionoftlisdnsumenl,inanyform,isptobifittdwilboulthewritlenpermissionfromA-IAoofTrusses-AnlbonyT.TombeIfl,p.l Job Truss Truss Type I City Ply A0012839 WPRHTFA A05 ROOF SPECIAL 1 1 A Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 3x6 19 8-4--4 1: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:42 2018 Page 1 . ID:uMNtXBMFQzgGeYlmYwngyHzGc8X-KuBBwbcJXBuvHyUnZaetedd5-480ELfBMOaAlazDx_F 6.00 r12 4x8 = 4x6 5- 4x4 -�- 3 13 1.5x4 II 5x6 WB= 6x6 = 5 11 10 9 3x8 = 5x6 WB= 4x4 = 23-2-0 20 5x6 = 4x6 = 4x10 = 7 1 18 M 4x6 = Dead Load Defl..= 5/16 in Plate Offsets (X Y)— [1.0-2-9 0-1-8] [2.0-2-0 0-2-8] [3.0-3-0 Edge] [6.0.3-0 0-2-0] [B:Edge 0-1-121 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`88 Vert(LL) -0.22 8-9 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.50 11-13 >757 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.14 18 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -AS Weight: 178 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except` W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except` BL1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-11, 5-11, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1770/0-8-0 (min. 0-2-1) 18 = 169010-4-12 (min.0-1-8) Max Horz 1 = 323(LC 12) Max Uplift 1 = -585(LC 12) 18 = -568(LC 13) Max Grav 1 = 1770(LC 1) 18 = 1690(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3070/2102, 2-3=-2117/1584, 3-4=-1939/1615, 4-5=-2083/1615, 5-6=-2388/1818, 8-14=-1109/1592, 7-14=-1109/1592 BOT CHORD 1-19=2002/2603, 13-19=-2002/2603, 12-13=-2002/2603, 11-12=-2002/2603, 10-11 =-1 740/2421, 9-10=-1740/2421, 9-20=-651/909, 8-20=-651/909 BOT CHORD 1-19=-2002/2603, 13-19=-2002/2603, LOAD CASE(S) 12-13=2002/2603, 11-12=-2002/2603, Standard 10-11=-1740/2421, 9-10=1740/2421, 9-20=-651/909, 8-20=-651/909 WEBS 2-13=0i/308,2-11=-1016/956, 4-11=-784/1035, 5-11=-851/696, 5-9=-1048/901, 6-9=-1339/1867, 6-8=-1678/[t243,7-18=-1729/1238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Eiderior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1601 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live (load nonccncurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) 1=585, 18=568. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. Wraiq- rlenensngyinsia!a ne'd i 100f netts fSER111 sfrau TIN a f0rld0US (0si0xr K1a*, f UCWjc511frr Met. Tdih 6sip iaaarins esd mJeon aIsisbes lisp D; I.E. Itfenate Vxl kh:I nt. 0dess atkt+ise nmel aetle 10D,ta?p flJTekttaetAejs'es sesllkatedUrt&TOD laktaliL AseLnsDesya 6prete(i.e,$eJ01 Ferinn;,nssdn nrTIM sadtisems ismpaeee lit rronslttd eq'striq rgnnlilryi: tie ln:pt4IN Yrpeinu lspnel acne 6 alp ih hip essanpian.bNe7uatinns,smdnry Anthony T. Tornbo III, P.E. ad au elms Lzss4s try ltitdiq It lSerninsiNrq IN0ner. Poe emslohmdepmte tie lnlf!tr Oesiinya ne ueille IkssHrnlne I'd WirtnlenlW IN gpanldlhTDDatinffellasesfbi Ties,.udtfg6r%m!gt, i.maeita ud kter s4srk tie wp,u «80083 Haiti{xgksa�.a!RIfL itn`.Ilin!1S4e1G013nliDDaUGIif6lttlSt3ijNl`Jlteset:dAfeTfoe{:aMSahrylaimeHn;alf,�pFOsklgiAMSlLineearms.Vopssnladan.lFrlk5nsletesfeatil:.1innlb9esa'!IeLnsDeufaet,isnsDn:la6pxarwifnssNmAah!ee,wass 4451St.Lucie Blvd. eneMulaittt iroftaumipesd aptie wnliq lTdlita::n lndsei ThTmsRsIP13peeris rOiC,e 100ar Det!ran,nisnt STs±ea rgnser e'arinifar. llleg7l kfissneasdthdIMI-1. Fort Pierce, FL 34946 (opyryighiC4POldA-IADofTtosses-Aotbonyi.Tomho116P.F. Bepraduoionofibisdotumul,inaerfotff,isprobibitedOhm the nriffenpermissionhomA-1&aoifiesses-AnthonyT.TomboIII, P.I. Job Truss Truss Type My Ply WPRHTFA A06 ROOF SPECIAL 1 1 A0012840 Job Reference (optional) A t r.Oct t t uses, rut a Mesr t:e, r1- US146, uesignLa 1 E uss.com Run: 8.120 s NOV 12 2o1 i Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:y39:43 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-o41Z8xdxlSOmv63_6H966gAGFUSXzsjLagKjAlzDx E 8-4-4 16-2-0 20-8-0 25-2-0 31 4-0 3 -0 12 8� 4 7-9-12 4-6-0 4-6-0 6-2-0 0-8- 2 3x6 6.00 F12 5x6 = 1a 13 1Z 11 10 <v ct cZ 9 23 8 84-4 1.5x4 11 5x6 WB= 3x8 = Dead Load Deff. = 318 in 18 loC; co oa 4x6 = 4x8 = 4x4 11 25-2-0 1 31-4-0 32-0112 LOADING20 SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.30 9-11 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.68 9-11 >565 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.15 18 n/a n/a BCDL 7.0 Code FBC2014[TP12007 Matrix -AS Weight: 177 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 `Except` W7,W8: 2x4 SP No.2 OTHERS 2x4 SP No.3 `Except' BL1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-11, 4-11, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _] REACTIONS. (lb/size) 1 = 177010-8-0 (min. 0-2-1) 18 = 1690/04-12 (min. 0-1-8) Max Horz 1 = 326(LC 12) Max Uplift 1 = -584(LC 12) 18 = -569(LC 13) Max Grav 1 = 1770(LC 1) 18 = 1690(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3072/2114; 2-3=-2117/1581, 3-4=-1932/1612, 4-5=-2016/1661, 5-6=-2943/2176, 6-7=-2618/1887, 8-14=-1/255, 7-14=-1/255 BOT CHORD 1-19=-2022/2606, 13-19=-2022/2606, 12-13=-2022/2606, 11-12=-2022/2606, 11-20=-1556/2142,10-20=-1556/2142, 10-21=-1556/2142,21-22=-1556/2142, BOT CHORD 1-19=-2022/2606, 13-19=-2022/2606, 12-13=-2022/2606,11-12=-2022/2606, 11-20= 1556/2142, 10-20=1556/2142, 10-21==1556/2142,21-22=-1556/2142, 9-22=-1566/2142, 9-23=-208/288, 8-23=-208/288 WEBS 2-13=0/301,2-11=-1029/982, 4-11=-923/1158, 5-11 =-711/654, 5-9=-460/692, 6-9=-1785/1418, 7-9=-1928/2676,7-18=-1750/1252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other(live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=584, 18=569. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard wE!dyrlannwtyetrtlt.mdaronEnnsrs[¢ErlruaunrwseEnrdn66(gfmx{aaadRErrdLui�Fr16TTlrf(edjlgn13el1aandMalls elPoiT1i3161 �13V�g1T[:E4NIA.0.451If, 111dwtS041hmHtedtlfe$l1�Iitn �tEnlTgg.B tAitRcntt!nrrtestlillhnelfnneT)Dn6e ldiL ASMTrnl Oeyp ElpetlQ.e,Slendtt 6neeer;,nE cdnorTDOtepestdsnwpamdnt pd119ud egseeatgrzynaelillrk; Ne ln!pc!ne sa�eTmser'!ndammo ulr, earnTI.Trx twig, nnnpuel.ltdtpotdmn. s.aourr Anthony T. Tombo Ill, P.E. cat ldYait T:slsSr ad ldl6m y it aya!11,i nee d546,m6rnit edsd:dMZ4w Ih 1616M1 Deal"!, a ft b".T6,lK,mB.all tit btd Wfigad, .1MI. le ypatl dm o�l III a"Win, d6t rnss. iodt6cE- k q,maj ,6lnlldia.i Will than I, ra rtlpoe-lyd r-80083 ' meMY3ggts�g :ulfeaMN:. dl:ulssetudMmmDt�1'sgl�rcesmdg+igdotsdnefdlGy(a¢gu�l5dtrylE'Mrostln{ttSI}giNisEed:T171M>aSlGnerderzna:xgtunlpiintt. daadtaler,a'as 4451 St. Lucie Blvd. ed;e!wmMau ITC(11A Mend tilt arriuy lydlits:n mdted. TSeTass Ugly Fafmar it 0Tt`x Id?tag Dr, 03!s STtm Eagulere. orl0sil. Ill#h1wilowseas ddaei13TY11. (ap}Tight02016A-Iloaf hosses-AnldaoyLTembaIII, P.E.Repiedutlioaofthisdommenyinany Win, isprohibhedwilhautthe wrinenpeemissienhomA-11RaniTrusses-AnthanyLIamb 111,P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0012841 WPRHTFA A07 ROOF SPECIAL I 1 1 x Job Reference (opt onal Al moot I cusses, I-orl Fierce, rl- 34u4o, oeslgnLa rcruss.com 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:44 2018 Page 1 I D: u M NtX8 M FQzgGeYl mYwngyHzGc8X-GGJxLHeZ318d W GeAg?g Lk2i R5u pW i GcU pK3G6TzDx_D 21-R-0 27-2-0 32-0-12 6.00 12 5x6 = Dead Load Defl. = 5/16 in 4 4x6 3x4 4x4 3 5 4x6 = 2 5x8 = 5x8 = 6 7 W2 1 4 19 co Ri RA 0 20 14 13 12 2111 10 22 9 23 8 1.5x4 11 5x6 W8= 3x8 = 46 = 3x4 = 1.5x4 11 5x6 = 3x6 i LOADING(psf) SPACING- 2-M CSI. I DEFL. in floc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.21 12-14 >999 360 TCDL 28.0 Lumber DOL 1.25 BC 0.67 Veit(TL) -0.51 12-14 >742 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.13 19 n/a n/a BCDL 7.0 Code FBC2014ITP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except` W9:2x4SPM30 OTHERS 2x4 SP No.3 *Except* BL1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-12, 4-12, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 1768/0-8-0 (min. 0-2-1) 19 = 169210-5-8 (min. 0-1-8) Max Horz 1 = 287(LC 12) Max Uplift 1 = -588(LC 12) 19 = -563(LC 13) Max Grav 1 = 1768(LC 1) 19 = 1692(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3072/2137, 2-3=-2108/1607, 3-4=-1924/1639, 4-5=-2040/1676, 5-6=-2647/1942, 6-7=309/219, 8-15=-1062/1505, 7-15=-1062/1505 BOT CHORD 1-20=-1944/2606, 14-20=-1944/2606, 13-14=-1944/2606,12-13=-1944/2606, 12-21 =-1 604/2273, 11-21=-1604/2273, 10-11=-1604/2273, 10-22=-1919/2645, BOT CHORD 1-20=-194412606, 14-20=-1944/2606, 13-14=-1941/2606, 12-13=-1944/2606, 12-21=-1604/2273, 11-21=-1604/2273, 10-11=-1604/2273, 10-22=-1919/2645, 9-22=-1 919/,2645, 9-23=-1 914/2646, 8-23=-191412646 WEBS 2-14=0/310,2-12=-1036/977, 4-12=-915/1135, 5-12=-800/727, 5-10=-116/386, 6-10=-455/349, 6-8=-2743/i990, 7-19=-1845/1320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132rnph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp1C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Ezterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces I& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide'adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf 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) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)1=588, 19=563. 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. PLATES GRIP MT20 244/190 Weight: 1741b FT = 10% 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''Y2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard I 6reig•11.2 ti skHrSPINtx•S I IOU RM rSEfIE Willi TIN &(IMCES USIOMj Wri A(I!XDROURriw�d!sips!adm c TV-4 ulncdeAn eritisLns iefp 31.ig(Wpda,16nrT.Ink) M, LE ldnen!2:d tnre ns. 04:o dhnise dddatkilu,01 WTeiuumrt�eksshNil!nedfirtt:IDDfah.dil Aselnt Desq!6¢rxtrjte.SpAdlr htln!r;,eks.4—ylDD"Pseietlt eeoa�a;edlle pa6olndegx!;ler slgos1111�1r1leln!gacrlhsx�!Tmsd!Aa!l eetle IDDeell, cder(?41. Re ks!p nuoNlees.kderuednns. s!ndIUI Anthony T. Tombo III, P.E. d clm,Ris Tnss4:nl 1dl6er is lit nsrosiNln.dPe(hit"W.oit etsaa±dejW alike kitdieq Desitn!,.Nnehssdra lK,6sll;udth I'dla[gym gah.1MI. It d dth IDD edgfidi.edtleTnss, ieddq LA-4s."t.&A.1da oL411 f kuj sSsliI. nsIM0d A80083 ' IE!1!EeTDes:;e�ulkt!M!.InNISSOM.HIM .1IS, IiosmRsNIV th-s9thW6.1ImisasdSdephnmftsi,,,�phtisW4TMWSKAnerdye;;tltsge!n1,rnAn2lP:rfthos3znslralh9:fio.162n0,blessDedptt,inss)nphganedINSSMmf!^e. s,o!ess 4451 St. Lucie Blvd. Benda Mid110 WA oiled epefe Snmq it dl Imes s.t(sei TleTnss Rope EgiFort Pierce, FL 34946 (opyrighl02016A-IRoof husses-AmhonyLTomho111,P.E. Reprodudionofthisdomment,inonyfum,isprohihihdwithoollit writtenpermissionhem A -I RoofTrosses-AnthonyT.TomhoIII, P.E. Job Truss Truss Type City Ply WPRHTFA A08 HIP CAT 1 1 A0012842 Job Reference (optional) 6.00 12 ruin AAT'HttJC 1AMG _ cun: a.-!tu s Nov -tz zui i Print 8A20 s Nov tz zul t Mt I ex Industries, Inc. Tue May 22 14_39:46 2018 5x6 = 5x6 Z Dead Load Defl. = 5/1'6 in 3x4 = 4x6 = 3x4 = 5x6 WB= 3x4 = 3x6 3x6 8-4-4 LOADING (psf) SPACING- 240-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.23 12-14 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.52 12-14 >739 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.12 8 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix -AS Weight: 169 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T1,T5: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1776/0-8-0 (min. 0-2-2) 8 = 1966/0-8-0 (min. 0-2-5) Max Horz 1 = -217(LC 13) Max Uplift 1 = -581(LC 12) 8 = -658(LC 13) Max Grav 1 = 1776(LC 1) 8 = 1966(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3133/2203, 2-3=-3018/2443, 3-4=-2850/2462, 4-5=-1910/1702, 5-6=-2836/2452, 6-7=-3005/2422, 7-8=-3121 /2194 BOT CHORD 1-21=-1682/2672, 14-21=-1682/2672, 13-14=-89311883, 13-22=-893/1883, 22-23=-893/1883, 12-23=-893/1883, 12-24=-892/1887, 11-24=-892/1887, 10-11=-892/1887, 10-25=-167112660, 8-25=-1671/2660 WEBS 2-14=-717/824, 4-14=-976/1069, WEBS 2-14=-717/824, 4-14=-976/1069, 4-12=-107/266,5-12=-105/270, 5-10= 963/1057, 7-10=-713/816 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,, with BCDL = 7.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 1=581, 8=658. 8) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and to%" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard aKan-neKrna�ydTrear,rye•AatooE117SSr5('SEIIEI•y6EA;It;IE1NSd(9F"11IOAS(8S77Nidn7)!(AACitEunMEMi Iwa Tera(lesiprnmelene>Ort,ieef;swtli;LeetAKtOr.viyER;?oSl@t1etSN7l.EaafnAi,r.LMereneSlt?!!AS;eese.OdeKglvriKstdeievHeTL1D,a'p MiTe4rtreemritl'K soiliktufLr�loo is 6e edit sse4Ks Desitt 6ysntr{I.e.Suator iApner;.ges:dnorTDD reprKMsuuu;teeadlSepo!>:slKd euxe:igrynutart(S: tts eK�,elua ssrerms aar;merenemna!r,raaT?rt to aexnKuuNue.!tcr,lmdnKs,smotiary Anthony T. Tombo 111, P.E. Zt AJKevtwsIRsstrto tallugis eh respuiWl!ryt1Ceoaaee lh anaisr�®tl:kvy�tesMtnllK Oesilrer,®ex mtKl tllu tH,tle!A`mdtle Ltdla'd grde eednil.leyrmeldlit SAD Wit!fie!int dfie Tnss.tl:bnralmifwy,mrgi,hfii!dinulkmi�sA>I(�Ne re<r�u6;!:nd Itl ta!ex Its' 1MC[a`:1Cat. tl!nks israa 9l&TOD talta o]nestad e•Imnitle 4AAv (ce mide lamtlin Nnled rn M1tU Wert"evdM er>1 Aue. lrrl koteclens S3:nes RlGaK e!tleLKs Dtri ",IIKSAeS� flEtt TIISS I1Awltnelr;Rtei - r 80083 4451 St. Lucie Blvd. tlHrist lefitel1po(Aaf;W t�eW 'Pit nvmiglr tll raeK lKehes.lYeiress pesepfEyivKrts AGl CA d+iiar AKyaer, trimsSSY!ea Eyneer eimr5ri15y. AllrgacfaeJkros tremlelneleollSl. (oP)Tighs 0 2016 A-1 loaf hasses-Anthony 1. Tombo lit, P.E. ReprodutT on of this dommenl, in anyform is prohibited without The wsineo permission from A-1 Roof Trusses-AnthonyT. Tombo lll, F.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply AOO12843 WPRHTFA AO9 HIP CAT I 1 1 Job Reference (optional) Al Root I russes, ion Pierce, rL 34`J46, eesign(c_vaiiruss.com 6-8-4 12 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:47 2018 Page 1 ID:uMNtXBMFQzgGeYlmYwngyHzGcBX-hr 4_IgRMgWCNjMIL7E2LgKyM5sjvgpxVllxiozDx_A 19-6-0 1 25-7-12 , 32-4-0 , 34-4-0 , 5x6 = 5x6 = Dead Load Defl. = 5/16 in 3 4 6.00 12 4x6 1.5x4 \\ 5 1.5x4 6 2 3 ds 1 1 M 1 1 B2 7 f7 8 Io 20 13 21 12 22 11 23 10 24 9 25 3x4 = 5x6 WB— 3x4 = 5x6 WB= 3x4 = 3x8 = 3x8 = 8-4-4 16-2-0 23-11-12 32-4-0 8-44 7-9-12 7-9-12 8-4-4 Plate Offsets (X Y)— [1.0-4-12 0-1-81 [5.0-3-0 Edgel [7.04-12 0-1-81 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 0.83 Vert(LL) -0.22 9-11 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.53 9-11 >728 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.13 7 n/a n/a BCDL 7.0 Code FBC2014ITP12007 Matrix -AS Weight: 161 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1777/0-8-0 (min. 0-2-2) 7 = 196610-8-0 (min. 0-2-5) Max Horz 1 = -194(LC 17) Max Uplift 1 = -559(LC 12) 7 = -636(LC 13) Max Grav 1 = 1777(LC 1)- 7 = 1966(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3190/2241,2-3=-2921/2260, 3-4=-2123/1786, 4-5=-2778/2251, 5-6=-2912/2233, 6-7=-3180/2233 BOT CHORD 1-20=-1737/2737, 13-20=-1737/2737, 13-21=-1086/2087, 12-21=-1086/2087, 12-22=-1086/2087, 11-22==l086/2087, 11-23=-1084/2086, 10-23=.-1084/2086, 10-24=-1084/2086, 9-24=-1084/2086, 9-25=-1728/2727, 7-25=-1728/2727 WEBS 2-13=-561/652, 3-13=-617/736, 4-9=-608/729,6-9=-562/648 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf,, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 316-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Or 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 1=559, 7=636. 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, nonconcurtent with any other live loads. T 8) This truss design requires that a minimum of 7/16". structural wood sheathing be applied directly to the top chord rand f/V gypsum sheetrock be applied directly to the bottom chord. LOAD CASES) Standard ze•eiy•1!nse4wrimrrM!!!WAI1acrmnssruuulror�lrTEN L(111IncnnsTOx{ana•;r.Ino 'mill' tE,eraenra!a�mol �exsoEnElrEr!t!g�n�.y;n��enEl�Nrl.r"1>euf.rr E:Eue,�„et.aa!!!EnE.i:eeare6mlua.wh MJTeresvuwitssSilihntlirrb100abt,dd.ls.l,ns ItsipfEguu(u.Sg3d11 1.dee„6etlal.,.1110ugmlds.,uuit=d6e p9milud ulsedill rynsitli0r6:fie lts!gstl lMi4iTtsss l!d!n.4lrlleT00 NIr,Hut A. N eo.go v.Vats. lE.Vwimns. se0d0er Anthony T. Tombo III, P.E. riesedtiis Tussfereyinlliq is lit usr.,!ibiliu dtk Peer. ne Orvisr9MrizEg rid r,!ktsiigDulpr,wna nehd�k IK,9!Isiunthbrdlu9egcdt al MI. lit trpul dtu IN ulEy tialdnedheinss.sdtciq eadity. s5tye, umOdi,e nd Encsg 3ld!NCt,e!ga d:¢d 280083 I nildsegOEsjs!Wut.•Enu.N IsSON! hftM.9 htsmcus®ipidd.n.fu!WE'l(wgntdsegItimm'wrjldswItyIM1AStu we:tiJ!s;Ed:¢Igt-1P13lR.lrtlet9itt3t:egMt b�Tl56dLY1�3dy!T!ne0edj,H,TIKSgefg.FL�xHOIdTn![Md]dMMl,,nttS 4451 St. Lucie Blvd. durisel edlratldrtd eg!eEd a}nbernliq 11 dlgm:u imdsei TieTnu NSlFrgioeer is NOT tk 1,11,eg Cts(;ae, ul"SSSIVIn bpw darittloti All aq.!a!l urns wealdadul/1L Fort Pierce, FL 34946 (ap)TightO2bldA•IioatTmsses-Antbonyi.TamboIll, P.E. Reproduction of ibis documem, in any form, is piobibiled withadthe w0nea permission hom A4 Rooffrosses - Aribnyl. Tomb Ill, P.I. Job Truss Truss Type Qty Ply WPRHTFA A10 HIP CAT 1 1 A0012844 Job Reference (optional) At Hour trusses, Fort Pierce, FL 34946, deslgn@aitnlss.coi ��e Stun: a.12u s Nov 12 2u1 / Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14039:48 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-92YSBeh37_e3?bo(vglHuutALVBneDb4ky1 UFEzDx_9 -2-0 21-6-0 26-7-12 32-4-0 34-4--0 , 4-0 5-4-0 5-1-12 5-8-4 2-0-0 4x6 - 1.5x4 11 4x6 Dead Load Dell. = 5/16 in 3x8 = 3x4 = 5x6 WB= 3x8 = 5x6 WB= 3x4 = 3x8 = 8-4-4 1-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.69 Vert(LL) -0.22 9-11 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.55 9-11 >700 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.14 7 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -AS Weight: 164 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1777/0-8-0 (min.0-2-2) 7 = 1966/0-8-0 (min.0-2-5) Max Horz 1 =.-172(LC 17) Max Uplift 1 =-534(LC 12) 7 =-611(LC 13) Max Grav, 1 = 1777(LC 1) 7 = 1966(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3260/2291, 2-3=-2900/2140, 3-4=-2610/2058, 4-5=-2610/2058, 5-6=-2889/2130, 6-7=-3246/2278 BOT CHORD 1-20=-1806/2816, 13-20=-1806/2816, 13-21 =-1 258/2291, 12-21 =-1 258/229 1, 12-22=-1258/2291, 11-22=-1258/2291, 11 -23=-1 254/2287, 1 0-23=-1 254/2287, 10-24=-1254/2287, 9-24=-1254/2287, 9-25=-1792/2801,7-25=-1792/2801 WEBS 2-13=-488/568, 3-13=-365/540, 3-11=-262/562, 4-11=-546/437, 5-11=-269/567, 5-9=-354/533, 6-9=-485/559 [Q V*t 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd='132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 1=534, 7=611. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard %e:". neoedcrarmyru+ih'I-1 loaf TIMarsEnEr'1(d6Er2E TEN6 (DhT.ifIOAS (USTON� %1�'jlllYGktFNiNFAi' iwa Ye 4 dean ta.ralas nlreeleM?s at l4tLess Des sa hsriar[IE4; rri IN lstloepl,Tuh>Gt, t.E. Mereare fetslks6�e est. 0dsss othnise ddel retie 70D,aj tllhttrsarht�¢'.essldiheultrs az INlaatdd.IseTrxs Days Fspaan{I.e,SH:Wf[hpnt:;.tLnd isaTTIOuprsetlsarz PmelRs Esdst9ud erpY¢e:ug refenslluaphrtlr in!(ae':ne sapzmssdq!q!d:nemo "Ile mits MI. f&(n,lranuopirn.nrl <nlfnxs,sraxltq Anthony T. Tornbo III, P.E. d.-Mis TrtssSrrer Mate is de nsposililepott lh an,ih Oc"iseRari:Ed epedclhe Iiflirp Witt, oN ndtpd tit ldthe M at As Lkbltspnit at r6l.it spjmrl dth TOD ad nth,llot ofla inn, is dq L^dFny.dusrt, itstolfdiu ul isrxq Mite to retvsvi7 d .; 80083 ' nek:'lap0ef"r>e!mlfeCsao�. All "!esHIM i WDDdlapmnesmdptilsl-dthfedbep(s¢paedStiff Mh E¢tow,,,pdasWblInWSKAmerdeussedfnpeenl�dnm.IFN(e5rasyensp^ss!ilTesaadd Kd4slosDtripew,TlFSSDe3¢iJpERLedTtetSpildrmntf.ir:RSi Blvd. ed;tMu dEfittilp¢OSW agetd epo n+rraiar 1pol iul:ES lmEired. Thermos Duna Etrireer is NOT Ga lahl oeaiper,mhos Spsna EgWtr dwrhd ip. Ill mpYmilleressu-d4d httld44St St. Lucie . 44ForPierce, FL 34946 Blvd. (opyrighiCQ2016A-IRoafhossts-AnibanyT.TemboIll, P.l. Repmduclioneffbisdommeni,inany Etna, isprabillitedwitEmufthe wrinenpasnissi¢nTom A-IRaafTrosses-AnthonyT.Tombs 111,P,I. Job Truss Truss Type Qty Ply A0012845 WPRHTFA e A11G HIP GIRDER 1 3 Job Reference (optional) Al moor I cusses, Fort Fierce, t-c s4a4o, ees!gnuma-i iruss.com -2-0-0 , 48.4 , 8-10-0 2-0-0 4-8-4 4-1-12 Ruh: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:50 2018 -Page 1 ID:uMNtXBMFQzgGeYlmYwngyHzGc8X-5QgCcKiKebumEB5K1FnlzJyWkJs46 ZNBFWbJ7zDx_7 13-9-4 1 18-6-12 1 23-6-0 , 27-7-12. , 32-4-0 14 7x10 MT20HS= Dead Load Defl. = 7116 in 7x10 MT20HSl/ 3x4 = 3x4 = 4 5 6 7 6.00 12 3x4 3x6 3 8 c? ds v m 2131 i I 9 m I� 1 3738 o 22 23 24 25 15 26 27 28 29 30 3112 3233 35 36 39 17 16 1 14 13 11 10 4x8 = 2x4 11 3x4 = 6x6 = 7x6 = 6x6 = 7x8 = 3x6 11 4x16 7x10 MT20HS= 4 8 4 8-10-0 13-94 181 23-6-0 27-7-12 32-4-0 4-8-4 ZT12 4-11 41 4-9-812 4-11� 4-1-12 48 4 Plate Offsets (X Y)- [2.0-0-12 0-0-1] [4.044 0-2-0] [9:0-3-0 0-2-4] [10'044 0-1-81 [11:04-0 0-4-4][13:0-3-0,04-81,[14:0-3-0,04-121 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0l70 Vert(LL) 0.35 13-14 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0 66 Vert(CT) -0.65 13-14 >598 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 01193 Horz(CT) 0.15 9 n/a n/a BCDL 7.0 Code FBC2017ITP12014 Matrix -MS Weight: 603 Ib FT = 10%a LUMBER - TOP CHORD 2x4 SP M 30 *Except* T1: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 except' W3,W6: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 12144/0-8-0 (min. 0-3-6) 2 = 8110/0-8-0 (min. 0-2-4) Max Horz 2 = 149(LC 50) Max Uplift 9 = -3482(LC 4) 2 = -3130(LC 8) Max Grav 9 = 12146(LC 2) 2 = 811O(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-17074/6681, 3-4=-16868/6735, 4-5=-20508/7834,5-6=-21056/7568, 6-7=-17456/5869, 7-8=-19922/6628, W9=-23519/7130 BOT CHORD 2-22=-6002/15172, 2-23=-6019/15215, 17-23=-6019/15215,17-24=-6019/15215, 16-24=6019/15215, 16-25=-6010/15086, 25-26=-6010/15086, 15-26=-6010/15086, 15-27=-6010/15086, 14-27=-6010/15086, 14-28=-7746/20508, 28-29=-7746/20508, 29-30=-7746/20508, 13-30=-7746/20508, 13-31 =-7445/21056, 12-31 =-7445/21056, 12-32=-7445/21056, 32-33=-7445/21056, 33-34=-7445/21056, 11-34=-7445/21056, 11-35=-6317/21016, 35-36=-6317/21016, BOT CHORD 2-22=-6002/15172, 2-23=-6019/15215, 17-23=-6019/15215, 17-24=-6019/15215, 16-24=6019/15215, 16-25=-6010/15086, 25-26=-6010/15086, 15-26=-6010/15086, 15-27=-6010/15086,14-27=-6010/15086, 14-28=-7746/20508, 28-29=-7746/20508, 29-30=-7746/20508, 13-30=-7746/20508, 13-31=-7445/21056, 12-31=-7445/21056, 12-32=-7445/21056, 32-33=-7445/21056, 33-34=-7445/21056, 11-34=-7445/21056, 11-35=-63117/21016, 35-36=-6317/21016, 36-37=-63117/21016, 10-37=-6317/21016, 10-38=-63117/21016, 9-38=-6317/21016, 9-39=-6292/20914 WEBS 3-16=-580)476, 4-16=-1331/2280, 4-14=-2439/7331, 5-14=-1083/58, 5-13=0/983, 6-13=-1283/2693, 6-11=4835/2364, 7-11=-2775/8474, 8-11=-4190/769, 8-10=-394/3418 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered''pt 0-5-0 oc. Webs con i ected 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. 31 Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft; Cat. 11; Exo C; Encl., GCpi=0.18; MWFRS (envelope); cantileverlleft and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated.1 ,, 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 9=3482, 2=3130. 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) 1507 lb down and 994 lb up at 8-10-0, 490 lb down and 272 lb up at 10-10-12, 490 lb down and 272 lb up at 12-10-12, 2571 lb down and 1013 lb up at 13-8-12, 1212 lb down and 406 Ib up at 15-8-12, 1212 lb down and 424 lb up at 17-8-12, 1206 lb down and 420 lb up at 19-8-12, 1206 Ib down and 420 lb up at 21-8-12, 1206 lb down and 420 lb up at 23-3-4, 1561 lb down and 239 lb up at 25-3-4, 1561 lb down and 239 lb up at 27-3-4, and 1561 lb down and 239 lb up at 29-3-4, and 1561 Ib down and 239 lb up at 31-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-96, 4-7=-96, 7-9=-96, 2-9=-14 Concentrated Loads (lb) Vert: 16=-1507(F) 14=-2431(F) 19=-1401(F) 25=-464(F) 27=-464(F) 28=-1 212(F) 30=-1 212(F) 31 =-1 206(F) 33=-1 206(F) 34=-1 206(F) 35=-1 401 (F) 37=-1401(F)38=-1401(F) tredq.linu 6caee)Hrrsitelk'AA 100E IIdSSSj SEIIEt'} WME TIN t (6011IRS (0S! @ 1kra umrj'.."SA-nedfor t&id01a SevAl. Astirtss Oeslgt 6p!ne{Le.SstaeOr 6d M.-I feis Nsssr,q Id9ieg is!SempnsMay I1, 0-,k One"se:sbrftrd e;9c tit ' Ito tel:[aggts��eulfd:mn. itS u!es utwtu OtIDDeillie p:�nes®spildnes title Gil elrtlriu Idier{Ij aGdrm egeedyeet a nmtieg Er dlptmn indeed. rheTnu redm Eq-4 Copyright02QI6A-]balTmsses-Anlhony1.Tomha111,P.E. peproducionalthl txa:.ie.%t dedp pnrnden nller3edesnllisl:tss On fsdrtviy(ftS?ect tM ddlnrl. iesls C(rLidatae A:st ia'.aTest. Odess dknvise ddtl eeplIDP,d!p sunsrpa:edOgnln9nd eneseaegrzgnsitller hr Ne lnya<dtleselnss tp�dehatleTOD u!r,ditrleY-L Re dtsaa nsmpltn,!¢laputtitln!, stlU11110 Anthony T. Tombo III, P.E. n:Iti,tkerslalike 80083 Uf trdisW bt?I rd SIlA neodyemedru geem!aAne� IPH kgnstls:npasilties rmda+:s dOtLns Dedpre,l:ns]nF Fap::erddiress Mautrdntt,u!ns 4451 St. Lucie Blvd. S7s't�(yitm dmrhri!Aag. II! mp:aed!ems Imes ddmed!oill1. Fort Pierce, FL 34946 prohihBed withoulthe written permission horn A -I Hoof Trusses - AothonyT. Tomho III, P.E. Job Truss Truss Type Qty Ply WPRHTFA B01G HIP GIRDER 1 1 A0012846 Al Rnnf Tn ,ccec G...e Rte.,.., n onn.rc a_..:__�_a._.__ __� ...___ ,....,. .. ._ __._ _ . _ .__ Job Reference o tional Run: o. t �u s rvov Tz zui r rnne tr.12U s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14 39:51 2018 Page 1 7wA st Dead Load Deft. = 1/4 in 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.19 9 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.42 8-9 >640 240 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.10 6 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix-MSH Weight: 123 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 -Except' T2: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2347/0-8-0 (min.0-2-4) 6 = 2347/0-8-0 (min. 0-2-4) Max Horz 2 = -111(LC 38) Max Uplift 2 = -1270(LC 8) 6 = -1270(LC 9) Max Grav 2 = 2715(LC 29) 6 = 2715(LC 35) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5282/2394, 3-15=-5474/2496, 4-15=-5474/2496, 4-16=-5474/2496, 5-16=-5474/2496, 5-6=-5282/2393 BOT CHORD 2-17=-2024/4619, 2-18=-2052/4648, 10-18=-2052/4648, 10-19=-2069/4706, 9-19=-2069/4706, 9-20=-2000/4706, 8-20=-2000/4706, 8-21 =-1 985/4648, ) 6-21 =-1 985/4648, 6-22=-1968/4619 WEBS 3-10=404/1390, 3-9=-519/1103, 4-9=-630/418, 5-9=-519/1103, 5-8=-403/1390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft; Cat. II Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1270, 6=1270. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 lb down and 300 lb up at 7-0-0, 128 lb down and 116 lb up at 9-0-12, 128 lb down and 116 lb up at 11-0-12 ,128 lb down and 116 lb up at 11-3-4, and 128 lb down and 116 lb up at 13-3-4, and 321 lb down and 300 lb up at 15-4-0 on top chord, and 865 lb down and 332 lb up at 7-0-0, 278 lb down and 80 lb up at 9-0-12, 278 lb down and 80 lb up at 11-0-12, 278 lb down and 80 lb up at 11-3-4, and 278 lb down and 80 lb up at 13-3-4, and 865 lb down and 332 lb up at 15-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate'lncrease=1.25 Uniform Loads (plf) Standard Vert: 1-3=-96, 3-5=-96, 5-7=-96, 2-6=-14 Concentrated Loads (lb) Vert: 3=-139(B) 5=-139(B) 10=-403(B) 9=-251(B) 4=-140(B)8=-403(B) 15=-70(B) 16=-70(B) 19=-125(B) 20=-125(B) 6rtdg�rl?ttetlmgHirahxm•4.117Gi Rl'i18;irttrl''p6(pirL RINSd(OX.1Rblc[iA7NjW7]';rOCM[riE"u'sgEMi'lerrr. Tertlp 9etlp iomdm eil reeledesne§sLns gef�fOr�iylR9; ul tEe ldlHrT. tt�f>Cg rE tdereneAnits4nne.gd?sswlenisr dde(estleTllD,sa'p �., plre'xan", petssill hrsd*lt13Dto h,61. AseTrms Desipr houll(1.e.5perdy Gpaer'pd?esednrgTOD repres(ds es -pow dikepd?ssloodeg'xeed.1 regees1111rtiNr he dm:got he sereirrss eepld retie TDD all,edeTY1. The Milo mmpum. bdgw6nas, saduep Anthony. Tornbo 111 P.E. ed aed9s lass (reapldlihp 8lpe respniRlaldiSeOnx,ftrOrnitrdiai?d rpedrlk lglig Desiiae,oCe nd?ddlir lS(,t5t 0:a(tle lerd lm±isg nleesi RFL ile Rimddlte lUD aet nrfieR endfieTnss. adr5glafm}sK;ge, ufiildinvdtenbgsldin?Sv re?patikl:ryel y «. $0083 � 34946 Zh III Ctl6apDistmndG.momIII "Is sereolhReTDDeadt picdlus®lp+ildnesdelelcileig(o¢pceedSderytae:oeliar{I6I,?pplisl�tif71cdS6UmeTolu—d!erptenalyn'San.T�Flee9ac!?asµrsi4iiTiestflb9nsdRxLessDedpreT:essDe:�Fapvx®i(ress@Me�ei?r,aess gg51SL0083Blvd. Assisi edud Ito Word rgedepe h wmiglp dl pertm Imhli Thernss Ust Espheer is NCT Ce ralapCn er,nlmsSrtea Ea)io:erdar4n]Ea9. Alcq wudierm ueas it(tdhlrN. {=Olt1St. Lucie Blvd. (optlighi02016A-Ibofhosses-AnihaoyLTombIII,P.i. Reprodudionoffbisdumment,inanyform,isprohibitedwithout the written permissioofesmA-IReofTrosses-AntlsonyT.TomhoIII, P.L Job Truss Truss Type � Qty Ply A0012847 WPRHTFA B02 HIP CAT I 1 1 A_ o tional Job Reference A Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Ruh: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:52 2018 Page 1 ID:uMNtXSMFQzgGeYlmYwngyHzGc8X-1poz10kaAD8UUVFi8gpD2k2ta6UCa4?gfZ?hO?zDx 5 2-0-0 4-9-4 9 0 0 13�-0 17 6 12 22.4-0 1 0 2-0-0 4-9-4 4 2-12 4-4-0 4-2-12 4-9-4 2-0-0 4x6 \1 y 4x6 11 Dead Load Defl. = 3/16 in 4 5 6.00 12 i 1.5x4 3 6 0 v 1 2 7 R4a? Io 1 18 11 8 19 10 20 9 21 4x4 = 3x4 = 4x6 = 3x4 = 4x4 = 7-7-8 14-8-8 224-0 ' 7-7-8 7-1-0 7-7-8 Plate Offsets (X Y)— [2'0-2=0 Edgel [4.0-2-15 Edgel [5.0-2-15 Edgel [7'0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,55 Vert(LL) -0.20 9-11 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0194 Vert(TL) -0.37 9-11 >721 240 BCLL 0.0 ' Rep Stress Incr YES WB 0117 Horz(TL) 0.08 7 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix -AS Weight: 100 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132rr'ph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; WEBS 2x4 SP No.3 Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) BRACING- and C-C Exterior(2) zone; cantilever left and right TOP CHORD exposed; ej d vertical left exposed;C-C for members Structural wood sheathing directly applied. and forces & MWFRS for reactions shown; Lumber SOT CHORD DOL=1.60 plate grip DOL=1.60 Rigid ceiling directly applied. 3) Provide adequate drainage to prevent water MiTek recommends that Stabilizers and required ponding. cross bracing be installed during truss erection, in 4) This truss has been designed for a 10.0 psf bottom accordance with Stabilizer Installation quide. chord live load nonconcurrent with any other live loads. REACTIONS. (Ib/size) 5)' This truss has been designed for a live load of 2 = 1414/0-8-0 (min. 0-1-11) 20.Opsf on the bottom chord in all areas where a 7 = 1414/0-8-0 (min. 0-1-11) rectangle 3L 6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members, with BCDL = 2 =-136(LC 10) 7.Opsf. Max Uplift 6) Provide mechanical connection (by others) of truss 2 = 469(LC 12) to bearing plate capable of withstanding 100 lb uplift at 7 =-469(LC 13) joint(s) except at=lb) 2=469, 7=469. Max Grav 7) This truss has been designed for a moving 2 = 1414(LC 1) concentrated load of 200.01b live located at all mid 7 = 1414(LC 1) panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. FORCES. (lb) 8) This truss design requires that a minimum of 7/16" Max. Comp./Max. Ten. - All forces 250 (lb) or less except structural wood sheathing be applied directly to the top when shown. chord and �eM." gypsum sheetrock be applied directly to TOP CHORD the bottom chord. 2-3=-2118/1515, 3-4=-1787/1331, 4-5=-1405/1213, 5-6=-1787/1330, 6-7=-2118/1514 LOAD CASE(S) BOT CHORD Standard 2-18=-1120/1810,11-18=-1120/1810, 11-19=-685/1405, 10-19=-685/1405, 10-20=-685/1405, 9-20=-685/1405, 9-21=-1133/1810,7-21=-1133/1810 WEBS 3-11=424/481, 4-11=-245/437, — 5-9=-245/437, 6-9=424/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. Efedq•IlessetlurgHrruiseile'dd IOGF IIDSS3i iiOEl'j GeilttffrNl6[D!":i11C1i (JRONj dTi:l')IOCMCS1f:i0f Ixz,h.-t hop ramdm exd whsln a hiLns Dup D,uq[T(4 Wit. Llturl.T.hD; IL ldme Vttt:rareeu. 0dns: otleniu ddd tetle IDD,a'p 1LTelroam,1'A"sealteesdi.f&13DtalteoliC is0n,Dull. 1,0wiu.Spedeap hornrj.nendn.q W upreseasaunxm;edt9yrdessnsdulmirlou ugo.altlAp"rildu!gaelae s!NETnssterinetanela¢adf,e�ter11.1t,drs:y, nanpras.Itrc:eDneenns, imcl!u^J Anthony T. Tombo III, P.E. rdned6is Inns"? rq rdlliq istk rupuilllmor* 0-0h Orxiche tclliq Daipe:,a Lkorhndtu It"61 6r u1rie I'd taYrp ash .1 ].Tsg—ldlhlDD ml:80083 lkl'ioaaesmdpitslnesdlL•tdllig(c¢y,aMSdepla`enEMn{6(Sfr@Iisled6pl?IadSlLfnerdenme!!npeoerdmidac,Ihlm9usR?respea.li!mesudb!iesa�nuessoedpa.tmsuesp(, ,:erair"ssu�ufcrn,a,ss 4451 St. Lucie Blvd. ck[MultDcd 1po(o4 as apenlesoc"rrDiq 1p dlpMes¢rc?ud TuTuss Culp FsT eu4NOTt., Ung oesyau,n Taes Sp'ea rgitter e': m7lNSq. lll rq:;daeikros eemddnd la Rl1. Fort Pierce, FL 34946 (opyrighl©2016A4koalbusses-AolhanyT.TaailsoIII, p.r. Reproduction ofshisdammenLinany form, ispsohihBedwilhoNTilt wrineopermission from A-IAaofTmsses-AnthonyT.Tombs, III, P.E. Job Truss Truss Type Qty, Ply WPRHTFA B03 COMMON 1 1 A0012848 Jab Reference (optional) a,n , 'erce, r U, ucatynLsga t u cun: 8.i20 s Nov i< 20i r Print: 8A20 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 1459:53 2018 5-3-12 p4�xg6 �p= 4 4X4 = JX4 — 4X10 = 3X4 = 4X4 = Dead Load Defl. = 3/16 in LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.20 8-10 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.38 8-10 >714 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.07 6 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -AS Weight: 105 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1414/0-8-0 (min.0-1-11) 6 = 1414/0-8-0 (min.0-1-11) Max Horz 2 = -161(LC 10) Max Uplift 2 = -487(LC 12) 6 = -487(LC 13) Max Grav 2 = 1414(LC 1) 6 = 1414(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2051/1465, 3-4=-177911432, 4-5=-1779/1432,5-6=-2051/1465 BOT CHORD 2-17=-1053/1735,10-17=-1053/1735, 10-1 8=-519/1184, 9-18=-51 9/1184, 9-19=-519/1184, 8-19=-519/1184, 8-20=-1063/1735,6-20=-1063/1735 WEBS 4-8=-473/609, 5-8=475/544, 4-10=474/609, 3-10=475/544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=;132mph; TCDL=5.Opsf, BCDL=4.2psf, h=25ft; Cat. II;, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=487, 6=487. 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. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ZtIrctiy Plere7lmerHpm@tik'A I9OCfli'i53�SflIEI'p fFlliliLlrWSd(Dsr9lIO5SfOS16X1Ilrt�jP„elCA:FOSN.EAi bit. TtIy ltsip)—den ea w4an"n5l!ns 9es t9re.isr(Ir4;trl He ltdsepl.lwlD D!, 11 Were., 4.1 rcne, Ddess tttenist slddettVelOD.�!p Vdatcwarl'rositfi!asedferIt, 1012kobt. As9114s Desgehplae(i.e,Sp:Imy hputr„ttt sd ae or TOO aFtel"ItnerrgtmidIt, p hisslNd6ae1DDo!r,pel161. l�leSirxmsm{uea.!as6spaat!nns, smaiiirr Anthony T. Tombo 111, P.E. rd minis:ptshteePldlftphNerespx!ittlillatk0anrtkMeet vfwad I;d c th InIftj Dopr, Mike (ones 4 tv It', 626", "1 tit Imad W.Ari rat MiRt. lt t1pul0111TOO adn•tell esedthTrcn.adnieik d'+writ,tolltlineahte'spsldtk@�-rnpeallya � $QQ83 deF«dap Ots�Sa: ¢d harh;. Colt utwt de lODMlk ptmiresaa7ptldnts dsh tn!lig(r¢pa>rt Salery h'eraNn(IXSI;11WIskdIT TPIaa SNAmtdataffer pmrelp,.dma, TPN k5rs;!lerctFtuil7Diesta7Er9tsdtltLess Pevper,Itessonpiapennaln!sdavla:Rit?,a!est 4451 St. Lucie Blvd. e2trNuItOtd Ipo(edrWtged apehvdaq IldlFat:nia;dtof leTnss Ceslpnfspieeet IsfOT4x Imiap Ctsipsa,trTrc!s Sps::m Espntrrdmp'aOYsp. Ali yi aNYas treesddaduT1i1. (opyrichi D 2016 A -I foof frusses-AnihonyL Temba III, P.E. &eptodudion of ibis dammeni, in any furs, is probibhed witbuul the written pesmissin from A -I Roof frasses-Anthonyf. Tambo III, P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty, Ply A0012849 WPRHTFA B04 COMMON I 1 1 } Job Reference (optional) Al moor trusses, ron vierce, rL s4y40, eestgri La I I1-1SS.Wrel 6.00 12 1: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Tue May 22 14:39:54 2018 Page i ID:uMNtX8MFQzgGeYlmYwngyHzGc8X--BvjShlgigPCjoO5G5sh797DowAB2wUz6tUoSuzDx_: 11-2-0 16-5-12 22.4-0 5-3-12 5-3-12 5-10-4 4x6 = Dead Load Defl. = 3/16 in 4 1.5x4 5 I no 2 11 6 m Io . 1 01 16 9 17 8 18 7 19 3x4 = 4x6 = - 3x4 - 3x8 = 3x8 = 7-7-8 14-8-8 224-0 7-7-8 7-1-0 7-7-8 Plate Offsets (X Y)- [2:0-4-12 0-1-8] [6:0-4-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. J57 DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC Vert(LL) -0.20 7-9 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.37 7-9 >718 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.07 6 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix -AS Weight: 102 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1226/0-8-0 (min.0-1-8) 2 = 1417/0-8-0 (min.0-1-11) Max Horz 2 = 175(LC 12) Max Uplift 6 = -410(LC 13) 2 = -487(LC 12) Max Grav 6 = 1226(LC 1) 2 = 1417(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2056/1473, 3-4=-1785/1442, 4-5=-1794/1451, 5-6=-2067/1483 BOT CHORD 2-16=-115411739,9-16=-1154/1739, 9-17=-602/1180, 8-17=-602/1180, 8-18=-602/1180,7-18=-602/1180, 7-19=-1165/1752, 6-19=-1165/1752 WEBS 4-7=-495/624, 5-7=-489/561, 4-9=480/615, 3-9=-486/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. 11; ExplC; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 jthe bottom chord in 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 = 7.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=410, 2=487. 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. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord andl'/z" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard I ! I I�CYry•r!te:tnt llgeJle!11.n[ lt106'r Iri!SSrSC51un U011TalcsETMIs 11.1dertw SW 4eIT"t. Rdessal"tor shadmtle11)04' MlTrkoaeth!g!Eess4ll;:e mulfwae l9Dla6e nlil.Asehztis Design inputt{I.e,sKaa!r 6pern;!4s sednnJ100ngrtsras me map;a;e[?tle paatilna egttrrhp requsnlllgh: De dni:ga['"e sa#elnss d!pad eenel!may,vnlw t•:4t.tteeeslgn xeeopues.hdaghedmm,srae4!mg Anthony T. Tomho IlI, P.E. mJ medt4h lrtsshreg laVieg is th resgue@dngdM,eOne!.Iht U.uisna!a�zdnpea n�ne{nBiq Uuignr,aHa naraalu 141,�nIS. ud Ne dci 4a:es,+, Me enI IPN. 71ery sddt4e lDD al nrfie!e nsedhe inns. udrogtal;;q. sh!rye,iuh0ain udlnl gs4illge L`n re!gM Shcga v 80083 ak{,+.efgDlSg'RIWItCICi:.it wss!vlibT1AINrromastllpislwlth1.,IfigUntommWest W"mir{W!,jjd4aldGjM.dslu.-IstessuittV..1p1w.lis4erzsgem4;:nes¢ t dtmmoftlelnshupe,LessD.P50-co7lns:al8ae'a".11e 4451 St. Lucie Blvd. eR!ttise hied Mgo+strnd mgnde?enh!rrifiq lJdlgM:rs lmdee11he1nss Ceaa rryim i, Is NOT", k!h;C filer,rtT: s,01 halgieaere`a141i!tig. Altgi'3adh:os nemdetadhlrlt. Fort Pierce, FL 34946 (opyrighlCQ2016A-Itaofilusses-AnihanyT.Tumble III, P.T. Reproduuionofibisdocument,inanyfor lisptohihitedwithout The written permission homA-IRaofTresses- Anthony LTomhoIII,P.T. Job Truss Truss Type Qty Ply WPRHTFA B05 ATTIC 4 1 A0012850 Job Reference (optional) t Hour t russes, Fort Pierce, FL 34946, eesign@aitruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:, 9:55 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-SOT5f1 mST8X3LyzHppNwgMgIGKaRnit6LXEM�KzDx -2-0-0 3-6-10 6 6 4 8-7-11 9 11-2-0 12-11-813-8 15-9-12 22-4-0 2-0 0 410 2-11-10 2-1-7 0 4-5 2-2-0 1-9-8 -8-13 2-1-7 6-6-4 5x6 = Dead Load Defl. = 1/8 in 3x6 = 5x8 = 5x6 = 4x4 6-6-4 15-9-12 22-4-0 6-6-4 9-3-8 F-A-A Plate Offsets (X,Y)— [7:0-2-8,0-0-01,[9:0-5-3,0-5-5] [10:0-3-0 Edge], [11:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.36 10-11 >755 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.47 10-11 >573 240 . BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) 0.04 9 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -AS Attic -0.21 10-11 506 360 Weight: 114 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E 'Except' T2: 2x6 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 *Except* B2: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1415/Mechanical 2 = 1615/0-8-0 (min. 0-2-1) Max Horz 2 = 175(LC 16) Max Uplift 9 = -225(LC 13) 2 = -310(LC 12) Max Grav 9 = 1575(LC 2) 2 = 1752(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3145/1283, 3-4=-2716/999, 4-5=-2333/946, 5-6=-136/429, 6-7=-123/403,7-19=-2164/1004, 8-19=-2326/935, 8-9=-2701 /897 BOT CHORD 2-20=-1043/2826, 11-20=-1043/2826, 11-21=-598/2308, 10-21=-598/2308, 10-22=-600/2286, 9-22=-600/2286, 9-23=-600/2286 WEBS 8-10=0/547, 4-11=-170/694, 5-12=-2763/1292,7-12=-2781/1297, 3-11=-619/512 WEBS 8-10=0/547, 4-11 =-1 70/694, 5-12=-2763/1292,7-12=-2781/1297, 3-11=-619/512 NOTES- 1) Unbalanced roof live loads have been considered for this 'design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right ' exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 300.01b AC unit load placed on the top chord, _ 11-2-0 from left end, supported at two points, 5-020 apart. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-12, 7-12 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 10-11 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 9=225, 2=310. 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) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and ''Y2" gypsum sheetrock be applied directly to the bottom chord. 12) This truss is designed for a creep factor of 1.50, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this component: 13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard tYmemg •8wse5s!setllrrtFif. s4'ii IDDr i1USSES(Slirrn �trdsdl;ti!S t{CMDTFSNtCDADMhD'fr":{tiDNIFWk'tTfsru. iashdfs!gapxrfHxs esl reNells kills 7fsss Desito @wig DDlfad as es!ousr i.6mtF IP„P1.Idessus Stsei IdFis rtt. Dekssa'SenisE sts!Na dttb,fsly Shretfa e. pldes $f!I le FstiM ID?hksrN lssi:sss 2Fsia ataetrjie,idam'.ry(n}xFfllk utissa)iCJ!sp2;r8smuepleuddx rMns'xx topa?er «spasi'S3rfit kskti�dzsisy!xtnu da4"eden �el]D tdr, ndtr SrFS, Tn lesi;Ensea sm,IFsrnpsw ns, ssh§3ih Anthony T. Tombo III, P.E. adsstfiewrnss Iss Q7 �;dhd iifs.+(IspfM;t1rdYse D»mr, hFt)xmimiwinl gedrtAx6s'.dxq Des! <it�sr rea!fddtkellt,!kt Rtssdhe Ind intdnS We oN drld.DsopPsl dbM odaltnum fi Qf tms; i.w.3 imlt.rhige, hiaie5a odimap sSeg is nt nstusmi170 lit lhidu(4u wnd{edrtf¢dll safefftlsdn;aT v'WDt ncus and drtsta'.#sle:' (oa7ssee SdA idttzam iT s5edi!TteNShid sre rdxenN.b. d:iiras. R}S!>+.a?s5srfs )1}il=atei daus sd'§sims^FS!me,?Itts Efu FG usffudT:mf Wvk6v,wlest 80083 t P t r ttd . t m i s 4451 St. Lucie Blvd. FRFs•�u ddisel l!tGaDs9 egeFdspwit nDhg6p ulpeDes h!d!td.rselna Pssip Eg3efsis hDt fin, teiNng DFsisssr,f; bass S!siea Egiefwdsn tfillieq. iD tryi!s!iudds!at asetdduNhlR1. Fort Pierce, FL 34946 Up tight C 2016 A-1 Real hosses -Anthony I.Icmba llf. RE, tepsedadion of this dcmment; in any form, is prabibited without dhe taidten permission hons Ad Roof Tourist- Anthony L loasbo III, P.I. Job Truss Truss Type Qty Ply A0012851 WPRHTFA B06 Common I 3 1 Job Reference (optional) A7 rcoor i russes, ran rierce, rL ova•to, uebiglill a u..—..r 6.00 FIT �VJID:uMitXBMFQzgGeYlmYwngyHzGc8X-wa1UsN 4x6 = 4 1.5x4 5 m 2 �1 16 9 17 18 8 7 19 3x4 = 3x4 = 3x4 = 4x4 = 1 7-7-8 r 1448-8' 22-(7-8�148-8' 22-( 22 14:39:56 2018 Page 1 WVivvWovFaBzvXnzDx 1 Dead Load Defl. = 1/8 in 4xx444 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in '(loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.74 Vert(LL) -0.20 7-9 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.34 7-12 >785 240 BCLL 0.0 ' Rep Stress Incr YES WB 0'.49 Horz(CT) 0.05 6 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS Weight: 102 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 34-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1220/Mechanical 2 = 1422/0-8-0 (min.0-1-11) Max Horz 2 = 175(LC 12) Max Uplift 6 = 406(LC 13) 2 =-488(LC 12) Max Grav 6 = 1220(LC 1) 2 = 1422(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2147/1542, 3-4=-1871/1507, 4-5=-1902/1538,5-6=-2158/1575 BOT CHORD 2-16=-122411832,9-16=-1224/1832, 9-17=-629/1222,17-18=-629/1222, 8-18=-629/1222, 7-8=-629/1222, ' 7-19=1262/1870, 6-19=-1262/1870 WEBS 4-7=-575/699, 5-7=-550/613, 4-9=-522/681, 3-9=-543/591 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132 Iph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp�C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 81 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This trusIs has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This tr ss has been designed for a live 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 = 7.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing Plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 6=406, 2=488. 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 tluaaj Pteu 51:uyvf react he'A 1 tDDF 1DS5(S{fRe.M„ tisHst iEiYi t r65@tlDirDTDY(tURI jd:Ir7i1ED-aG1°.6'I"tta, reMrits�@1p�eat�,uleel teal vats ro0is Lns Nil Dwlai; DP cd 5!!lrxtlf t.IlaStO:, t:, r=_intlee Lon Mart 10. D1't%t:':woss sn'.siLskeTC9, allHdh[taetbv 11dt1 stAllet aedMhtiD;l(k1FDd. j311•miDt(!ca Ea}axr(it.,iryrsy 91t11,ne,lte. merTDD ta'ftIWSf9Y.ft}htC0. Lt4rnttfi l£9j'YtfF:Jlnr4aii0:'::Mltt �.^,//11jAn rat si Tins rriatewe'iiotly, t4k letl, r5t ltliretlRae`,e�l; �ilf}St63eLi�1N!�ilAr Anthony T. Tombo l[I, P.E. Idtstd his imsla crta03ajish rum Fdf d k'0-h6,Ilm'twfirtad lrt(lutt6><3yNlirlx,n lit lsatrtl Cat Rt ad3z 80083 ' GtltdlarN111,F(0lr(dniLr. ADR17n s(itdw5tl:9WRt}itmlel+Lrr*1t'211ditirt:hreyrOTrititlSdnf ltlnx T,Z:lrJrMl!fYdlrifllai St(rWtiFENmel:'xdtN�d}Lid6at. R419!5Mtl3tni@111J1r?itSCfd l�illl+irai loll+ti�tlltr}lilli<Sfjl3jtLltf L5d iM14r14LdLCRet,l91t14 4451 St. Lucie Blvd. @tsc;e de'eel lr( clai.squlgta ii—ij Ill el. Wits 14,04. iitrmi Davie fy^eettisl0l lit lnUul Desi¢tett;inlfrliea fa}iwa alto ktd&q. Lniihlir_•ittral ae is &fietl is if4r. Fort Pierce, FL 34946 (epyrightu02016A-I Roof Trusses -Aethony1.Tamba111,P.E. Repladadiooatthisdocument, inany farla,lispiobibittdwithout the written pesinimianfinal A4 foal hasses•Anthony tTomlin lit, P.E. Job Truss Truss Type Qty Ply WPRHTFA B07 COMMON 1 1 A0012852 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com -2-0-0 , 5-10-4 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:57 2018_ Page 1 4x6 = 0V 3x8 = 3x4 = 46 = 3x4 = 3x8 = 14-84 7-1-0 Dead Load Defl. = 3/16 in LOADING (psf) SPACING- 2-0-0 C§I. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.20 7-9 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.37 7-9 >719 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.07 6 n/a n/a BCDL 7.0 Code FBC2014ITP12007 Matrix -AS Weight: 102 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1226/Mechanical 2 = 1417/0-M (min.0-1-11) Max Horz 2 = 174(LC 12) Max Uplift 6 = -410(LC 13) 2 = -488(LC 12) Max Grav 6 = 1226(LC 1) 2 = 1417(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2056/1473, 3-4=-1784/1440, 4-5=-1794/1449, 5-6=2067/1483 BOT CHORD 2-16=-1154/1739, 9-16=-1154/1739, 9-17=-610/1189, 8-17=-610/1189, 8-18=-610/1189, 7-18=-610/1189, 7-19=-1165/1752, 6-19=-1165/1752 WEBS 4-7=-486/617, 5-7=-478/551, 4-9=-471 /608, 3-9=-475/544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and, right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=11.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the. bottom chord and any other members, with BCDL = 7.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=410, 2=488. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard pnay •pros+bate;V} nrkx ttt'd rgd£itUSSES; Si(2trf. �.tFn! 7rtHS t tCggT{7g((4>lQY^W!Er jgil?741[bbd51" htc. Ymkltngtpxtadtrs ni itiituts tt Mis rt4ss Wstgt kexi+gr�Dbiolst! ts!!xe} i. itaN A':,pf. idutte fed tduem!. loess o!mstdst s2tedwxt li-0,wlr BTtttmtttx pldes sk9 ie.stdhra!lilhte tdii is e1431CesrcaEstitm(is.igeds7(agatdf:A,I'd".11:91genw,0t'tt1bw0 lur—I`n"k, 1-WrSIPA6,ontl0loss i!gL"9.*e1tD.,e, Mid 141. thhl,p KiiPrimo: 39iinml"iw Rhtlhh Anthony T. Tomto lfI, P.E. ttdntQldtinss i+rot g6lt':nrpns:;ryd6+Cexsbh+Osttr'smktrtegtt!etu'.zbn':sg Cii.; ,le5+sts'tn tlYss flftki lKadti lKil uliqultm11141, g!gpnddMit�i nitti he8rsedtktlnss,inde iglnr,s rpr itsi0e ad kmin still it At nsg>3s —tat. 180083 t 6t1.Uitgtaugwr wd 6drsavr..Ulaan nl tdnth+iC3 t�tltpemm utgnSz!s*ta Rtkcteg(aspnu iutt}Idcrxmatti:93p+S!:ciellr;NWibU aesddeptlkgdzd rilau 91.1 t!o!s ht ttspndiL'tt a�dltds Dist lnu ll*v� ,ptts&syaGge+trttd intt tiudeGrer,onlns 4451 St. Lucie Blvd. utd.iu h':iullttGthzl ttxttl.goe4es` h¢: penes ianhtg.Itt%SIkvPEgkre is Abi GeldHogbtsipd,a innsgnlea Etgittddur ttgdnq. 11a"idl Ll9raseusdt5etlitlrl. For, Pierce, FL 34946 (cprright;vtU15A-18ae1Gusses Relhonyi.icmbu114P,t. Aepsedationobtisdotamsnt,inany form, isplahibitedWithout the ntNlenpalmivioeItem AIloaf Trusses -dalhonytlombo116P.E. Job Truss Truss Type Qty Ply A0012853 WPRHTFA B08 COMMON I 1 1 Job Reference o tional Al Root I russes, I-ort rterce, rl 34u4t), ceslgn(mgait uss.com -2-0-0 i 4-9-4 2 0-0 4-9-4 6.00 F12 3 V. e' 2 1 17 3x8 = 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:39:58 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-sz9EH3pLm3veCQisVxwd I?lv3XXe_nRY1 VSObfzDx_? 4-4-0 4x6 11 4x6 I/ 4 __ 5 18 9 19 8 4x6 = 3x4 = -0 LOADING (psf) SPACING- 2-0-0 CS. I DEFL. in (loc) I/clef! Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.20 8-10 >999 360 TCDL 28.0 Lumber DOL . 1.25 BC 0194 Vert(TL) -0.37 8-10 >724 240 BCLL 0.0 ' Rep Stress Incr YES WB 0:17 Horz(TL) 0.08 7 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -AS 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 7 = 1226/Mechanical 2 = 1417/0-8-0 (min.0-1-11) Max Horz 2 = 151(LC 12) Max Uplift 7 =-392(LC 13) 2 =-470(LC 12) Max Grav 7 = 1226(LC 1) 2 = 1417(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2124/1524, 3-4=-1793/1341, 4-5=-1411/1224,5-6=-1799/1348, 6-7=-2138/1536 BOT CHORD - 2-17=-122511816, 10-17=-1225/1816, 10-18=-780/1411, 9-18=-780/1411, 9-19=-780/1411, 8-19=-780/1411, 8-20=-1240/1832,7-20=-1240/1832 WEBS 3-10=-423/477, 4-10=-243/437, 5-8=-256/445, 6-8=-439/493 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft; Cat. ll; ExpiC; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water poncling. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing late capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=392, 2=470. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord andl%' gypsum sheetrock be applied directly to the bottom chord. LOAD 1.5x4 -i 6 20 4-9-4 Dead Load Defl. = 3/16 in 3x8 = I,? 0 I 7 0 PLATES GRIP MT20 244/190 Weight: 97 lb FT = 10% Ztvinm� •r$!fl 5tte sllxi;tr 14e't `t00f iIUSS(S{SRi1rl.. F(biUt r1@S t 1GlgiigMf (gALY� IURr' A(ts7VL[gaN..At'tera tadyln 3? pi etes of reel Its re Ws Ts Nip krri4P Op) W ea /t! M r.Tiah IF-Pl. l�` rma Nil ie6re nea. ?4slsf."emisi Wilmot r g,nh Nireknaeda sides still le xdM;eelOkhhsdatisIPas Ce;ha ial'�en(i1,Sier..ryEt;w.k*8e sedmay rosepims m wilaseath rdsutmsgaeera] is ino d is 011v Tinsielideinileib9 tety,nierlr4l. RlesilxnRS!"4m:!m9kaT aeiRea: sE#ih Anthony T. Tombo III, P.E. aslutif ilis Tnss its my P4Nis;,nsgasUefONcw,Seow" etlnial41edis6eIfelij of 11411s aloft, Imili,41.316 wd TIP, 180083 qe l.dlul Pesiga p!(ntra;f4t. Wain sd eta erC04>b'tDi ireCtes nl lydr!sesloeW'€ 1(as}aomSeHitdsrac:a(l,i➢,luHiet l.7l ud Sr:l as:dwew41fr.1me:diai4xt PFi ldmsfier<;rysiii6_iss ed It essl�e run Ceumn, tsar tar 1.1—minx Nseef.d"a"t ns 4451 St. Lucie Blvd. ma•settraal;e(nuxln,edn�i,n_�lyalumes larded. tsetnss oesge(4;�es:IS Fri rlel4lCOlPetilfer.4'iinssrstearal:��dvo.t=atq.Wupicueeiteraeaevs/fi4aotai. For, Pierce, FL 34946 LpyrigbtC2016A-I Roof hasses-AMbonyl.lomba10,Pl Repradanionalibisdommeal,inanyform,isprohibitedssilboanbeari»enpermission(romA-liooflivises-Anibany1f.Tomballi,P.E. Job Truss Truss Type Qty Ply WPRHTFA B09G HIP GIRDER 1 1 A0012854 Job Reference (optional) •— • ��•ra• •vim • ��•w•• v.w,. �. s�� s �� sc cue r rnnt. o. lzu s rvuv iz zu i i Mr I eK Inausines, Inc. I ue May 22 14;39:59 2018 I D:uMNtX8MFQzaGeYlmYwnovHzGrBX-K9ir.VPnzXM1 Vn7H99PPsnRenmvs taiar,raor7: A. = 5/16 in 4x8 = 3x6 11 7x8 = 3x6 11 4x8 LOADING(psf)' SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.19 7-8 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.48 7-8 >558 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.54 Horz(TL) 0.10 6 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix-MSH Weight: 120 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E 'Except' T2: 2x4 SP No.2, T3: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-7-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 2449/Mechanical 2 = 2560/0-8-0 (min.0-2-5) Max Horz 2 = 129(LC 40) Max Uplift 6 = -1008(LC 9) 2 = -1133(LC 8) Max Grav 6 = 2600(LC 35) 2 = 2771(LC 29) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5390/2081, 3-14=-5795/2258, 4-14=-5795/2258, 4-15=-5795/2258, 5-15=-5795/2258, 5-6=-5369/2039 BOT CHORD 2-16=-1803/4719,2-17=-1822/4746, 9-17=-1822/4746, 9-18=-1835/4799, 8-18=-1835/4799, 8-19=-1697/4777, 19-20=-1697/4777,7-20=-1697/4777, 7-21 =-1 68314721, 6-21 =-1 683/4721, 6-22=-994/2889 WEBS 3-9=-360/1263, 3-8=-591/1404, 4-8=-529/349, 5-8=-659/1428, 5-7=-386/1342 NOTES- 1) Unbalanced roof live loads have been considered for this' design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf-, BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 6=1008, 2=1133. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided, sufficient to support concentrated load(s)128 lb down and 116 lb up at 7-0-0, 128 lb down and 116 lb up at 9-0-12, and 128 lb down and 116 lb up at 11-0-12, and 91 lb down and 87 lb up at 13-0-12 on top chord, and 863 lb down and 336 lb up at 7-0-0, 278 lb down and 80 lb up at 9-0-12, 278 lb down and 80 lb up at 11-0-12, and 364 lb down and 131 lb up at 13-0-12, and 1335 lb down and 456 lb up at 13-5-4 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 (pif) Vert: 1-3=-96, 3-5=-96, 5-6=-96, 2-6=-14 Standard Concentrated Loads (lb) Vert: 3=-70(B) 9=-414(B) 8=125(13) 4=70(13) 14=-70(B) 15=-23(B) 18=-125(B) 19=-251(B) 20=-1224(B) Yaear fieost3rsyt!fntR■ rte'1 tQOF itdiS(S{S8!!! n EtYfBt 7riNi t!Od�1tJXi.CSSCMNI!EI'lr!G7iPU0SLL!Sr fern tadrkcmrxrsaas arsarunt a his 5ns [nnp ksriry;3061et:x h!� T.Itaas 16,i.E. tdernr. Sietl hfrce n±. �=eussm.u±s�+era&Po,se7 &I.A.SS. t dulls Suit lendfa@:Ehh±6i Is a l..%s Qesip Eybevr(ia.3100y ap,.H,,. N uOsoar PD Strum. vqtSia"' Pfi"W-W-aM PQd't+M M bsip dtis shill IRIS 4.Tdd-r 11l n6, Mx 111 1, Rresly�essasr"em,fmSat aC.Sns;sMskdii. Anthony T. Tombo Ill, P.E. ednec2t4Jl lrm bt¢)A'9.sTis2a n:Tws%zrrydGe Oses',ht 0eaa't stsESiintyntrrMla'dy sDavr, h fit wie.011± 04 de Kadvial 01443 nlsaefiibl-T)±ypsssld1WH Waif Wilt tf As inns: RddaT easilier, shege: iusz"<t<irta7 ha�sSSll ismasgassuitaT st ,�, 8�083 Zt@ehBtu; Pisiturul ts"mi. Ill aces stlssta�eT66 eri'tbctnrus sd setEErmtsdfktralEytaxlReetidstriddacp(C.SnpSGtidlr?fl sd Sttom& tj!uteeejt i_RN le!castlenttmdit:ts ed r+tasd`lei:nsCn:ys"rtns hsiTa Esgew neiras Nartv[rrc,�::s rRa.iuddanr dayzl ep±el rya it a=igkr ¢1Toslin iml!d. i!e bns dnip Eepite h AO31it Isilrht6esiTess.ar mass S(Stea faq!asadm Isiifvy kl nTiSalii_d Isrk±ae n±s6ed is IPid. 4451 St. Lucie Blvd. Uptight T.Tomb,fil.P.E, Aetadunioaofthisdammtnt,inna form, is mAibitedwithoutlhewtiven ermissionItemA-IAoalhasses-Anihon 1.TomboIll,P.E. For'Pierce, FL 34946 PY 9� 4+ nY P Y P P Y Job Truss Truss Type Qty Ply A0012855 WPRHTFA C01G HIP GIRDER I 1 1 Job Reference o tional A7 Hoot I russes, tort Fierce, rl_ 34u4n, oes!gnLa-muss.com 2-0-0 , 3 9 4 7 0 0 11-6-0 2-0-0 3-9-4 3-2-12 4-6 0 4x8 = 6.00 12 M 2 01 29 30 16 31 4x4 = 3x6 11 1: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:01 2018 Page 1 ID:uMNtXBMFQzgGeYlmYwngyHzGc8X-GYrMw5rD3_HD3tRRA3UKwdwJPkaUSyPj7hgB zDwz 26-10-0 30-0-12 33-10-U , 3S01 5-5-0 5-5-0 3-2-12 3-9 4 2-0-0 Dead Load Defl. = 1/8 in ,422 1I 5x1;1 54 416= I 1.5x4L �x8= M XIF 41 O a7 `\` 9 i \ 15 3233I34 35 14 36 37 38 13 39 4041 12 42 11 43 4x10 = 10x14 MT20H8= 7x10 = 3x6 11 3x8 7-0-0 116-0 16-0-0 21-5-0 26-10-0 33-1-8 3�-1%0 iL-O 4-6-0 4-6-0 5-5-0 5-5-0 0-8-8 Plate Offsets (X,Y)- [2:0-2-0,Edge], [3:0-5-0,0-2-0], [5:0-3-2,011-12], [6:0-3-0,Edge], [8:0-5-0,0-2-0], [9:0-2-10,0-1-8], [12:0-4-4,0-1-8], [13:0-3-4,0-5-0], [14:0-7-0,0-5-4], [15.0-2-4 0-1-12] [16.0-4-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.99 Vert(L-) -0.11 12-13 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0186 Vert(TL) -0.23 12-13 >885 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0192 Horz(TL) 0.04 9 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix-IUISH Weight: 199 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except` T2,T3: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W2,W3,W5: 2x4 SP No.2 W4: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS T-Brace: 2x4 SYP No.3 - 5-13 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3') nails, 6in o.c.,with 3in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Gt=length) 9=1-0-0, 11=0-3-8. (lb) - Max Horz 2=-113(LC 44) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-630(LC 8), 14=-2543(LC 5), 9=-485(LC 5), 11=-627(LC 9) Max Grav All reactions 250 Ib or less at joint(s) except 2=1324(LC 32), 14=5619(LC 36), 9=767(LC 41), 11=1224(LC 29) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2069/956, 3-21=-639/334, 21-22=-639/334, 4-22=-639/334, 4-23=639/334, 23-24=-639/334, 5-24=-639/334, 5-25=-1507/747, 6-25=-1507/747,6-26=-1507/747, 7-26=-15071747, 7-27=-1507N,7, Continued on page 2 TOP CHOFjD 2-3=-2069/956, 3-21=-639/334, 21-22=-639%334, 4-22=-639/334, 4-23=-639/334, 23-24=-639/334, 5-24=-639/334, 5-25=1507/747, 6-25=-1507/747, 6-26=-1507/747, 7-26=-1 50F47, 7-27=-1507/747, 27-28=-15017/747,8-28=-1507/747,' 8-9=-2584/1178 BOT CHORD 2-29=744/1755, 2-30=-769/1778, 16-30=-769/1778, 16-31=-782/1835, 31-32=-782/1835, 15-32=-782/1835, 15-33=-2019/1018, 33-34=-2019/1018, 34-35=-2019/1018,14-35=-2019/1018, 14-36=-2019/1018,36-37=-2019/1018, 37-38=2019/1018,13-38=-2019/1018, 13-39=-922/2281, 39-40=-922/2281, 40-41=-922/2281, 12-41=-922/2281, 12-42=-913/2229, 11-42=-913/2229, 9-11=-222i /913, 9-43=-916/2242 WEBS 3-16=-321/1361, 3-15=-1614794, 4-15=-815%538, 5-15=-1488/3330, 5-14=-4678/2481, 5-13=-1799/4090, 7-13=-1084f708, 8-13=-1047/498, 8-12=-229%1229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantileverlleft and right exposed ; end vertical left exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 1 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where,a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 630 Ib uplift at joint 2, 2543 Ib uplift at joint 14, 485 Ib uplift at joint 9 and 627 Ib uplift at joint 11. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 425 Ib down and 404 Ib up at 7-0-0, 213 Ib down and 206 Ib up at 9-0-12, 213 Ib down and 206 Ib up at 11-0-12 , 213 Ib down and 206 Ib up at 13-0-12, 213 Ib down and 206 Ib up at 15-0-12, 213 Ib down and 206 Ib up at 16-11-0, 213 Ib down and 206 Ib up at 18-9-4, 213 Ib down and 206 Ib up at 20-9-4, 213 Ib down and 206 Ib up at 22-9-4, and 213 Ib down and 206 Ib up at 24-9-4, and 425 Ib down and 404 Ib up at 26-10-0 on top chord, and 852 Ib down and 298 Ib up at 7-0-0, 251 Ib down and 20 Ib up at 9-0-12, 251 Ib down and 20 Ib up at 11-0-12, 251 Ib down and 20 Ib up at 13-0-12, 251 Ib down and 20 Ib up at 15-0-12, 251 Ib down and 20 Ib up at 16-11-0, 251 Ib down and 20 Ib up at 18-9-4, 251 Ib down and 20 Ib up at 20-9-4, 251 Ib down and 20 Ib up at 22-9-4, and 251 Ib down and 20 Ib up at 24-9-4, and 852 Ib down and 298 Ib up at 26-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) i i11m.;4lpa 0.0,01fmttu Mt't ICOr710Sl4;s2 'YEi utliU"atC9eCrli(kirCYrpl!fF"ltrfi7iiECF.s4sRT`xa,ind!e(ssmlruNms od aslwhs se ltis rnss Cr.!p Dacqfmwd5:u'snr f.IaaE[IC.t'i.Wow HRf isfiuns, Csiss aserise s:.elea4s7S0,ulY .1.1,04i;111In NJ le tJ41.1•li5hee+a/dlserms 3eraa raps tdo,Speta`.NEa}a.R?,.ue sed e[�yfcDtepe;�sae:sepheuas M+pehsVce e,p:inirg nspms:b:'3*Mit:a•sipdMiu3y inselryi4e![agelc�edE,xiR lr4l.te+desigsusvxpias, lao!'mp ssu!less,ss:'.e":Lh Anthony T. Tombo tti, P.E. ed[aulbs loss In ¢ii :.*q!it�mp�s: iNdtkeCass, ge Usss%s n!:esud gNR',�ebsl q l:x;,hhs ssCSFellN ilt. tle 6(rsdde ind biilhr ssN aattttl, Tls rttnsdddsl )R4cj.hettasa€rialmt,nd:y5nlbq.sure, rtsu�^aasll,esisq sfsllat Pe respssmd'(d 4 80083 In NImp NIP-ifit.m.klsnn id W.-.1DbWINS 1"cusacl ps:es!:sss Ohs tsEta3ramaaeesSeStf ld-omfl'MjO:OtiihirtaelFtrA ere sGerenM'a:µusds�Cma Ttldld+sss he ss;pu,iili`rs ed Less d!zfrsts 6ts:pm.,'t[;f Crsgs repaeu W?rvss tludMu'er,«a7ns 4451 St. Lucie Blvd. dkr.!aLdaelhdnna;lsged ryais tikfq';f!esanhet. iEeTsess CesiP Erxs:i[ihl ns leildn1 Cxs!y,¢efsls[Slsie4 EsrsRdanldltiq. aB apiAazN L.asaus lsfrese ie iFF1. Fort Pierce, FL 34946 (a ti brC*2016A-1Roofhasses-Mbon 1.tambeIII,P.L Re [edusllana]ibisdotomml,inan Imm,B^sabibitedwilkoutIkewrtten a,missioeItemAdlocibusses-Anibea Llombulll;P.E. P7 9 7 P� Y i e F Y Job Truss Truss Type Qty Ply WPRHTFA C01G HIP GIRDER 1 1 A0012855 Job Reference (optional) Iwuw 14 cu l r rnnL o. Icy s NOV IZ zul r Ml I eK Inaustnes, Inc. I ue May 22 14:40:01 2018 Page 2 ID: uMNtXBMFQzgGeYlmYwngyHzGc8X-GYrMw5rD3_HD3tRRA3UKwdwJ PkaLByPJThgD_zDwz) LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-96, 3-8=-96, 8-10=-96, 2-11=-14, 11-20=14, 9-20=-14 Concentrated Loads (lb) Vert: 3=260(B) 6=-179(B) 8=-260(B) 16=-430(B) 12=-430(B)21=179(B)22=-179(B)23=-179(B) 24=-179(B) 25=179(1]1) 26=-179(8) 27=-179(B) 28=-179(B) 31 =-67(B) 32=-67(B) 33=-67(B) 35=-67(B) 36=67(13) 37=-67(B) 38=-67(B) 39=-67(B) 41=-67(B) &nwg�runetseroryHi rnient3e'Ad rOGf lrisel{'SNFI'>,Et10itlfltlS6(Oprdll8%(DS70Mj BVi]'i d(NIDAifDsdOdi Ern rerEi desip iomdrrs esi srA e9tsnt4shns DesyaDieviaiSRQ rrl tEe let4erl.isssaCl,P.E tHenne see!tFr'ore ne. Oelnsnlenrse skid eetielOD,w!i W11:01eennplossSHfli wdfor ltelDDo 6eeHLL Iseirissoniry 6gnujl!,speslsOp F.tlee!r;.fls sort itityMarsessils.-Yoteed1h irH!solnderyun;up seyusililnpt!; Me dnisdne su�eTnss bp:1.qsleloDael(,esoltrWi.2et!upsnvoFmes.ledara!tmxs,smomq Anthony T. Tombo III P.E. clue rf6u Imsbr.1 bliii!r is fieresrnnlildit 0�ur,tle0-iso4vd e;f 1, lit Wrii!p Desirees,atunshn 9 fit U(Hi n ;t!! dfie lial Wfn W,.1 I. le gHes!IellieiDOW.thlenedtieinsc inie6rs Ra�arl. snsgs, isshllpise ad kruil sSHt4e 1�`!ns�s53:¢d ' Ywr:i'Eep0es:im:radQd.•rso�. e0nosset oi!4fteTDD,dlhl asm pirinesoftL•Aiilig(rsIMMsedfltrodilgw,PHlsl 4111ed38Ane.•!(aemWSspuNp iromTPNGtireilimpmAj,Ouselb+niftolnnpir:cm Deviser,hessourrilrnssgmBra:'..W'ss - 4451 S 80083 Blvd. e3esriu IHus! IioGg:mopnsd gesso Mliei h dl irnas i!rclnd. Reims Wile [guar is NOT rarals; Ongses, nTnss systm Nur e.of West. All oq I1u.4i ms rom idda allif. St. Lucie Capilighi02016AARoothusses-Anthony I. Itortho 111, P.E. Reptodudion of this document, in any fom is probillited without the written perenission hom A-1 Rooftrusses -Anthony L Tomb 111, 1`1 Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0012856 WPRHTFA CO2 HIP CAT 1 1 Job Reference (optional) ;0 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 2-0-0 , 4 9 4 9-M 2-0 0 4-9-4 4-2-12 5x8 11 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:02 2018 Page 1 ID:uMNtX8M FQzgGeYlmYwngyHzGc8X-IkOl7QsrgH P4g 10dkn?ZSrSZh8t?wV W8y7QDjQzDwzx 24-10-0 29-0-12 , 33-10-0 35-10-0, 2x4 11 5x8 // 4-9-4 Dead Load Defl. = 3/16 in 6.00 12 2 4 0 8x8 2 ~ 6 cn ]� 1 .\, 7 22 12 23 1� 24 10 9 25 8 2`1 1.5x4 11 5x8 = 3x6 = 1.5x4 11 3x8 3x8 3x4 -- 9-0-0 16-0-0 24-10-0 33-1-8 _ 33-1Q-0 9-0-0 7-0-0 1 ' 8-10-0 8-3-8 -8 Plate Offsets (X Y)— [2.0-2-9 0-1-8] [6:0-5-12 Edge], [6:0-2-4 0-1-8] [11;0-4-0 0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell Ud PLATES GRIP TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.170 Vert(LL) -0.30 9-11 >703 360 MT20 2441190 TCDL 28.0 Lumber DOL 1.25 BC 0 �97 Vert(TL) -0.41 12-15 >463 240 BCLL 0.0 ' Rep Stress Incr YES WB 0j55 Horz(TL) 0.04 6 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix -MS Weight: 174 Ib FT =10% LUMBER - TOP CHORD 2x4 SP M 30 `Except` T2: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30 `Except" 2-22=-243/632, 12-22=-243/632, B1: 2x4 SP No.2 12-23=-244/628, 11-23=-244/628, WEBS 2x4 SP No.3 11-24=405%867, 10-24=-405/867, WEDGE 9-10=-405/867, 9-25=-405/872, Left: 2x4 SP No.3 8-25=-405/872,6-8=-455/720, SLIDER 6-26=455/720 BRACING- WEBS TOP CHORD 3-12=0/317, 3-11=-884/523, Structural wood sheathing directly applied or 4-7-2 oc 4-11=-870/692, 5-11 =-1 063/639, pudins. 5-9=0/342 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES - WEBS 1) Unbalanced roof live loads have been considered 1 Row at midpt 3-11, 5-11 for this design. MiTek recommends that Stabilizers and required 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; cross bracing be installed during truss erection, in Stabilizer Installation Cat. 11; ExpIC; Encl., GCpi=0.18; MWFRS (envelope) accordance with guide. and C-C Exterior(2) zone; cantilever left and right REACTIONS. All bearings 0-8-0 except at=length) exposed ; end vertical left exposed; porch right 6=1-0-0, 6=1-0-0. exposed;C,C for members and forces & MWFRS for (lb) - Max Horz reactions shown; Lumber DOL=1.60 plate grip 2=136(LC 11) DOL=1.60 Max Uplift 3) Provide adequate drainage to prevent water All uplift 100 lb or less atjoint(s) ponding. except 2=412(LC 12), 11=-669(LC 9), 4) This truss has been designed for a 10.0 psf bottom 6=463(LC 13) chord live load nonconcurrent with any other live Max Grav loads. All reactions 250 lb or less at joint(s) 5) ` This truss has been designed for a live load of except 2=1047(LC 1), 11=1900(LC 1), 20.Opsf onIthe bottom chord in all areas where a 6=1152(LC 24), 6=1146(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. FORCES. (lb) 6) Provide imechanical connection (by others) of truss Max. Comp./Max. Ten. - All forces 250 (lb) or less except to bearing plate capable of withstanding 412 lb uplift at when shown. joint 2, 669 lb uplift at joint 11 and 463 lb uplift at joint TOP CHORD 6. 2-3=-904/668, 3-4=-122/360, 7) This truss has been designed for a moving 4-5=-122/360, 5-6=-1150/849 concentrated load of 200.01b live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, 2-22=-243/632, 12-22=-243/632, nonconcu eat with any other live loads. 12-23=-244/628, 11-23=-244/628, 11-24=-405/867, 10-24=-405/867, 9-10=-405/867, 9-25=-405/872, LOAD CASE(S) 8-25=-405/872, 6-8=-455/720, Standard Wawy•prose3s!erilp:tinatSe'A;[Mr IOiSES(Sc'.i7nnit:lAtlR4itiCURTb'IMS;I'iiDY;lMl"::p7dtlOSV:lTh?e.Taftkoptions,Wrt!iWlst'%ssassWpEks+igi Dtloi"-ea T.L:tom.11.1?rNaeSsett Istn!Est i:v'essm'sn*iss s�!etaa�te P9,sst,. Ni,!tsvneaN llaesskll le Esedfrtfi!IMssle salt Asalsess Gedw Enpiva(it.,Slec{•tL'ps1NLlfe seduxptr�J esYeteas as 9•.ttlssrusddt rEtasa! tsya!Nsgsespusil f:Nis,:k dssipdn!sioplE Uest d:piaed�&!14 td5 stda IIFI.15!lesilsasnl`sm:Isadap sxs^iEEs; sx!v9?ih Ay,�ony T. Tombo li:, P.E. esl EseA,Ls lnsslaa7r#s7?s*�.,E3isms:".td@sCrfa,he Urgt tEadniieiq!e1a;m6±3�Pssx,ussE tu^sndlitilC, dl ltrallFs lnd1E1i7 gsM mlTNi. h!oryiastl!}dalrltEpit(pitUt;t EISl TIt!S, a''.+✓'JS>+11' ni. WIFYy13t"Ya ¢E♦t'Hi'�tS!II I!Gl rtlpaSpilEf[� 80083 ' sist trupMsipasr wdtaetrats,. Afennsa 14.NMI ilk writ., sel p,411-1461 Shtp Vua FQV5Ltl:WinW.1OtraN 4r, P St. Lucie 3494 ellerv:u ddosd It dxha;l �setd.prs le n�6p aClcli<s Gsd!ti. its toss pes�p 6tizs:Istryl lie kitder Paspsee*LEsIIs S*Aea Eeeie•,tdnt!!aFE}8itgihhul A?aseusdcMs4 it iFll. POti Pierce, FL 34446 (epyrigfit02016A-1Hoofrsasses-Anthanyr.ramba111,1`1Repsodurtianalthis dunment,inany Inrm,i. InhibitedwilbouilhewritfeapermissiaaltemAIRealhasses-Anifiaayl.lambaIII,P.r. Job Truss Truss Type Qty Ply WPRHTFA CA CORNERIJACK 18 1 A0012857 Al Roof Trusses. Fort Pierre FI adcada �e�l n@altrus Job Reference (optional) g s.com Run. 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MITek Industries, Inc. Tue May 22 14:40:04 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-h7WVY6t6LvfnwL90rB11 XGXxGynuaXZRPRvK-bJzDwze -2-0-0 i0-11-11 2-0-0 0-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCDL 28.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.00 7 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix -MP Weight: 6 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation -guide. REACTIONS. (lb/size) 3 = -47/Mechanical 2 = 426/0-8-0 (min. 0-1-8) 4 = -87/Mechanical Max Horz 2 = 90(LC 12) Max Uplift 3 = -47(LC 1) 2 = -196(LC 12) 4 = -87(LC 1) Max Grav 3 = 28(LC 8) 2 = 426(LC 1) 4 = 52(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf-, BCDL=4.2psf; h=25ft; Cat.11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 3,196 lb uplift at joint 2 and 87 lb uplift at joint 4. LOAD CASE(S) Standard ZE.Being nnsellxs!tart!,a!slte•AaNOTE miss{stuuldealtrunsa0"urracysrDSTORrinEr,AretDA''r>curIMTurlyhap Paladin 0rmaiswla;T'nsOmp3-ig(rtvire114adTurtInk) Dl,11.leti.,Sink"r!tit. Dd!ssd�!r.i!!ndefeen!TDW. gJleknm!mr Fires stall h asedter oit TDDIa .11 As earns Desip hyiperj4•,Spd!Dr4.erj,th rdn asrTOO a lmedsnsmetaasdlit Franow eeFksxis;rnp.1111dttat it, Imie'ne ssfeTnss l!Fidd witUDai(,udxTr4l. Tta kip oi-p I'd:q.1olm sodilrT Anthony T. Tombo Ill, P.E. H,mi!tis Trtssfireg Wldrr fs sh resrx!ilimrdrk Onsr.lh0-,sr4*t'hyA nsq idIER Dnipr,®ISe ruadd N ler,5!R. altle6cd kal7�nlesat rPFT iie gpdd lit lDDden Aett nt dfi!Trimadrdnlafuym.!, asoiin oekni,si>IIM P,!resFnti1:!trd 80Q83 IhrdAapDes�gn!nAQ*;emr. AlluasseladiotkeTDDadrnpati[esalreildoesdtlefnldgfaarcaMS!trrytdornnn{trN.phis&dtrRIMSNAnerdeesadrwg!entpAan_lrrld5asfi!nryealt;(AesaOb2 dB:LnsAd�er,l!nsOesiphgeerratinssdaaalstMer;ta'ess gg51 St. Ludt Blvd. e3sniu idisdt7a4aDed eyed aFeabrdliyttdlFM:n ic�[dsel TleTnu Mla lap.. is DOTb141.1 Dufm sr Tres Sptaigieitt tent W14 lll a�iLadYm peas ddad islrFl. Fort1St. Pierce, Blvd. (oppighl0 2016 A•I Roof Times -Anthony T.Tomha ffl, P.E. ReprodDOioa of l6is document, in any loan, is ps0Ai6ited without The writlee permission hom A -I Roof Tsnsses -Antli nyT. Tomb III, P.E. Job Truss Truss Type Oty Ply A0012858 WPRHTFA CJ3 CORNER JACK I 16 1 Job Reference (optional) Al MOOT busses, 1-on coerce, r-L 3squ4o, Qe5ign(Qla i tn15s.ucnn -2-0-0 1: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:05 2018 Page 1 ID:uMNtXBMFClzgGeYlmYwngyHzGc8X-9J4USuk6CneYVkCPvYG4T460M6O7_pae5fuKlzDwzu 2-8-3 21`11-11 3 6.00 12 0 0 rn 1 2 B1 n 8 4 n n 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0 57 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0116 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0100 Horz(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017ITP12014 Matrix-I'AP Weight: 13 lb . FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 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 = 87/Mechanical 4 = 12/Mechanical 2 = 408/0-8-0 (min. 0-1-8) Max Horz 2 = 138(LC 12) Max Uplift 3 = -62(LC 12) 4 = -44(LC 9) . 2 = -166(LC 8) Max Grav 3 = 87(LC 1) 4 = 214(LC 27) 2 = 446(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This tru: chord live I loads. 5) ' This to 20.Opsf on rectangle bottom chr: 6) Refer to 7) Provide to bearing joint .441 8) This tru: concentrat, panels and LOAD CA' Standard has been designed for a 10.0 psf bottom d nonconcurrent with any other live 'ss has been designed for a live load of he bottom chord in all areas where a 6-0 tall by 2-0-0 wide will fit between the -d and any other members. 3irder(s) for truss to truss connections. nechanical connection (by others) of truss ilate capable of withstanding 62 lb uplift at > uplift at joint 4 and 166 lb uplift at joint 2. 3 has been designed for a moving d load of 200.01b live located at all mid at all panel points along the Bottom Chord, --nt with any other live loads. Ss:Bq- nnsefemgNTreehrtie'I I TJCi RJSSs(Sfn[[% 6frMf TIEW B Wr lP05S (gS70M(BL7] j i.(T.ICi;'.fD HfAr txa TcAp leslp tasaelm rd sede%a n l3islsess De:ip 7rsriylf(G; sd tM lsMurl. Tasb D't lE telerras 4:sf:fia nt Ildsn stlenas stsld ali,TOD,a'p #ITeka,",p:Gn sadlNeul6r na IDDhkedil. Iseit mT7DDsepeiestsmv¢pts:e silk pdeuhrd erT eeNgsespnsnilniSrTrosirpndse At TDDayrot.10 1.R2e>sip nv¢pup,hd:tpm6nxs, sensillry Anthony T. Tornbo Ill, P.E. cJnedfis T"est.116161 is fie sesps'sUnT elflee e.q. ns Oxtsttt:hmudegew se ne ldldlse Dnfiree,mlkmnst�r 80083 dla It( e 6m 11"Wtik.Tr We is elp ul sine TOD of se.aeh ndtlr s Tnst.uds6plM:'x1.st:ge, hshVdim uitnpaw: rrsT skillh ke reh d ' nsrrlu2;Om!ra. redh¢6 datAlln4sselaslin&iDDsanisleMimat! eiddisesdtsehD6q[s¢pumSdetrh'eemm�(tCf,:psNisldaTTtlsilSl(Is¢rduexeatsgeuulaiiaelPnh rtstemftastii!aeseedharsEftelnssPeslp¢,IressDnllsFagis!xmiinsstlmha:er,w:ess 4451 St. Lurie Blvd. da.ludefud IF. 6ilzd aped else is a'neq IT dljoritsimefid n,Tnurss1esfsRw,Ii NOT lriidaggeslgssr, se7riss5TdsafagisserdoT6eggxg. ADeygldad8rm nets ddadhIM. Fort Pierce, FL 34946 (optTight 0 2016 A -I Roof Tmssesl AothonyT. Tomho III, P.E. Repsodooion of ibis document, in oayform,lis prohibited withoN the written permission hom A-1 Roolhosses - A thonyT. Tombo III, F.I. Job Truss Truss Type Qty Ply WPRHTFA CJ5 CORNER'JACK 16 1 A0012859 Job Reference (optional) e.ce, cs,yulwa,uuss.corn Run: 8.120 s Nov iz 2017 Print: 8.1zU s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14;40:07 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-5hCeA8w_eglMnoubWKbk9u9R09mtbuJt5P8 PezDwzs -2-M 4-11-11 2-0-0 4-11-11 0 � o N N 0-10-2 0-10-2 4-11-11 4-1-9 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 0.64 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.02 4-5 >999 240 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -MP Weight: 19 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD'CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 4-11-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length) 2=1-0-0, 5=0-3-8. (lb) - Max Horz 2= 265(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2 except 3=-168(LC 12), 5=-327(LC 12) Max Grav All reactions 250 lb or less at joint(s) 3, 2, 4 except 5=427(LC 19) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat.11; Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This, truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2`-0-0 wide will fit between the e bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others,) of truss to bearing plate•capable of withstanding 100 Ib•uplift at joint(s) 2 except Qt=lb) 3=168, 5=327. MarafFwut{ass�.1 u n h 1; ICDiTIRSSESj'S3'fr' 'M1Ut Tim t cdDri tES1CN "lUTI"d;rFD,PI[D'sYiU'htw lesdydes!gapx,sxas tW readuits to An 7„ss Ms1t kaig ODIsd!e ls!katT.LaM m.l: IAx,weisetl lttesenx Ce9;se`arxiss sstNrotke7DD, adr Illittfmnserdidetslit edh,10V[sit rEit, AsoNis'1tvp b;-). a,"d..y rD unsex, or rtrpm0d r',lai wreay s„eg,espasw'3!MR>dhsp 0-4 shift ihHS ittedea?,i31,1r, niffull. tud,siSs esraapsas,iwto3ae s;sat$9h rPs dMaS:,espauVgdA(cw,trpows1Avadhgw,rt6rW*4De�iier,hknWO,if 6s 114d+iKMIN ladoiitmy wk alm-1. THgNr,dd�+liAm' 6eldae,(H, inst, w!hk*,•:s �i sha r, asa"�+a �dhn dsl is pa res Anthony. Tomba tti, P.E. ' ,hd,seddis 7nstl,r In: Y �1 d Mir � w3 �tdit;jd ht dsdf11 Q3Gtnif ad itdloaH, d0N1,)fit/1A IitDt,dC,dttm<tS the d^add wdd3kdEq(iquhdidin Ddlh2cm(tSiyaslis5edly;itusiKd wrfdNll(Id;udm:dladcl t?};ds!rnsllnujas,i1:",t Od iAMt/t3,ihntVi!dar; rih3l Dts>}r Shcnw Al ifttt{11kdhGwtr,Poless S0083 Lucie 4451 St. Lucie ,uw.::rd,rsxdsyttt,bxtt ndgauni: 1 er: Blvd. 4 '"9 d yaurshnF.d. itiymt6,sgtEe!^,,,�is55ifitidltigDes�tree;,tusS!sl,aEediwwda!t,itCq.[Ihgit,lihedkwstrttsdefixdihihl. -� CopyrightC,201dA-1RoofTrusses•Actbao P,bambdlll,P.E. Re,oduttiooa]Alsdommtdt,inanyform,is Prohibited esmissioafromA-IRoofbusses-iombotll,P.E, Fort Pierce, FL 34946 Y P t P P AnthonyY Job Truss Truss Type Qty Ply A0012860 WPRHTFA CH CORNER JACK I 1 1 Job Reference o tional Af Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com r MI i 2 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL , 1.25 TC TCDL 28.0 Lumber DOL 1.25 BC BCLL 0.0 ' Rep Stress Incr YES WB BCDL 7.0 Code FBC2014/TP12007 Matr LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 283/Mechanical 2 = 592/0-8-0 (min.0-1-8) 4 = 71/Mechanical Max Horz 2 = 262(LC 12) Max Uplift 3 = -192(LC 12) 2 = -186(LC 12) Max Grav 3 = 283(LC 1) 2 = 592(LC 1) 4 = 115(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 3=192, 2=186. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:08 2018 Page 1 ID:uM NtX8MFQzgGeYl mYwngyHzGc8X-ZumOOUwcP79DPyTn416zi6ibXZ?gKLZOK3tYx4zDwzi 6-11-11 6.00 12 Dead Load Defl. = 3/16 in DEFL. in (loc) 1/defl L/d PLATES GRIP Vert(LL) 0.18 4-7 >455 360 MT20 244/190 Vert(TL) -0.31 4-7 >266 240 Horz(TL) 0.01 3 n/a We 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and '%:" gypsum sheetrock be applied directly to the bottom chord. LOAD CA' Standard Weight: 25 lb FT = 10% I Ss�dg tlenedsngHrrniexise'dd IOCp ng3SEESr00jU011 IMdhiF(dsdprenamiefmlcats aesascress Desp3i ig(Ri7,uelE! A fT.Tabs C4lLidm.i4e!I:e3-ent Cdss ot!i oegs!thwmj 1 g1h4moemr/'0ssl11M csed6rffeUD Is u we. Ise Tint sip hytetr{L!,Steaelll Espttsr;.5atdis eeJ IDO!gresedsurxvp;z:e onesIninsi!deu!e:ngasp!slmnt sclet Wiptslk sto, Nis aetiaduMMWF,vsaaTa tetnipnsmpsam, heft; mirms,smdnry Anthony T. Tombo III, P.E. . dnedsiisTzssisullaleislislie rupwilirysl&e0—.sle0vazrsediaysle;edOkTAgDesipt•,ulksedsnAllslK,ilItslaeDsdYatgW.cdMi. legpsne'dfleMDcalee. Wine dheTnss1.Mqlad;.4mgt,WhIldieandMtx,slil'4sf-ep 011yd t80083 ' tk 0.dife3Deti a er/QaeeCas. All, wn sdatittk THil fist peanesad pidtnsdm kildg(!isf eo plitswhRlaaiSlq!srel—this pemtpiisee_ TIP dihss4!mpmi6ufin ee9fa:i of-ItInss Doper. Tins Desip b"isrrad Erns Misdenner,w:ns 4451 St. Lucie Blvd. eltr.ise ld6si lro Guxa eptsdepee temarp lydlpm:n lndsel lleTnss Cista Egueeri; CCi C.e6a0a7GniTsa,nT�elsSyx:a Fapae!rd©pinl5s}lll tq��a:fMas srzndd:edisltl 1. FO(C Pierce, FL 34946 (oppighf©1616A-1Roof Trusses-Anihonyf.TomboIII, R.E. Reprodudianofthisdomment,inaoylatm,isprobihhedwilhoutthewritteapermission into A-)RaofTrusbes-AnthonylTomboIII, R.E. Job Truss Truss Type Qty Ply WPRHTFA CRA CORNER JACK 1 1 A0012861 Job Reference (optional) rrw0356S, unrrerce,rL .r U,ursrynLdrtr m Run: 8A20 s Nov 12 201 i Print: 8.20 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:t10:08 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-Zum000wcP79DPyTn416zi6iauZ1 MKLZ0K3tA4zDwzi 6-11-11 6-11-11 4x4 = Dead Load Defl. = 1/4 in I 0 LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.22 3-6 >384 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.31 3-6 >268 240' BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -AS Weight: 22 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required gross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 380/0-8-0 (min.0-1-8) 2 = 293/Mechanical 3 = 88/Mechanical Max Horz 1 = 214(LC 12) Max Uplift 1 = -96(LC 12) 2 = -196(LC 12) 3 = -9(LC 12) Max Grav 1 = 380(LC 1) 2 = 293(LC 1) 3 = 126(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3 except Qt=lb) 2=196. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y=" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard GcdN.tlnteStnNmlin' IDDi IMSCSFlui.'1 cum[RUTSB(DFtdIl0h1fDAOk{'$lRil')g(15Dk1EGi4.fXi Iae fe•ilgdNpiot0ders os!aeltAesat§slisss Desi;rtCraviylRL;ert tM lrtiarT. iealt D;g.F.hlaeaeShd bi:•eest. Ddess dhnitt ado tatle IDD,w!g gritkutacntizissldEtetud6rttsTDDufretdiLtitrims siphgaerQi,Sgrull(6elet 5:tdnoTTTDOrepesedsreaartaadlre;roMtWdeNietlegresgns1111Ai6;ttelesitdlket!eiteTmsdqutlterlelUDodi,IalalYl.Ttrktienstmpiem.ledoytndnns,smdnMi AnthonyT.Tomb111,P.E. edeseddlt T."h?n;Salb! it lkresixsDilnedh a-". gneista�rieed ey ie:IN lalfNDat�er,abe mteadliNkii,III ulde6idb'ignlead MI. le tTpnddlklDD ml nrliellner(6eTnss,w9efir{t��.sa!Ne, irfilleliee od MrzT SSt11HNx rzsgstiadhd =80083 lit FtiY9DDts!gte erl f[aht'al. All pis stwittODD nfl gradins®d;eiidaefdtletnllig(c.mut Sderylaiamn{IXSIjgeN SEed b Rind SlUn'daes•.WM hard ipm[WL itlk uslleresg€athii9ies 34 Wits ?Tin!Dedieer,T!ess Dt90 FeO.—i Pass slastrteteue,aiu' Zt IYsnise lefiesl 1puuarma y eNwrin 1 di alas Nedrci lheiass C+sersf feet is MCTCsId`fa 'e- a, rrTnssS a" nterdm idL . lli ';ia!dh;a: aces ddaei ltllll. 4451 St. Lucie Blvd. TR us N J g N T• rob W il N np Fort Pierce, FL 34946 (apETight®1D16A•1AnafTmsses•AnihnnyT.Tnmhelll,P.E. Reprodoainoofthisdnmmenyinanylorm,isprohih0edwitAcutthewrittenpermissicnfiomA-lgaofTrnsses-Amhonyi.TnmhoIll,P.f. Job Truss Truss Type Qty Ply A0012862 WPRHTFA CJ7B Corner Jack I 1 1 ., Job Reference o tional Al Hoot I russes, r-on merce, I-L s4a4b, oesigntgaiiruss.cwm 2-0-0 2 4x4 = 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:09 2018 Page 1 I D:uMNtX8MFQzgGeYlmYwngyHzGc8X-14JObgxFARl4062zeldCEJFnPzOr3ooAZd5TWzDwzq 6.00 F12 6-7-7-7 3 Dead Load Defl. = 3/16 in LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.15 4-7 >531 360 MT20 2441190 TCDL 28.0 Lumber DOL 1.25 BC 0151 Vert(TL) -0.31 4-7 >259 240 BCLL 0.0 Rep Stress Incr YES WB 0100 Horz(TL) 0.01 3 n/a n/a BCDL 7.0 Code FBC20141TPI2007 Matrix -AS Weight: 24 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 265/Mechanical 2 = 577/6-8-3 (min.0-1-8) 4 = 72/Mechanical Max Horz 2 = 253(LC 12) Max Uplift 3 = -180(LC 12) 2 = -182(LC 12) 4 = -3(LC 12) Max Grav 3 = 265(LC 1) 2 = 577(LC 1) 4 = 258(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a' rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and,any other members. 4) Refer to girder(s) for truss to truss. connections. 5) Provide to bearing I joint(s) 4 ei 6) This trus concentrat( panels and nonconcun 7) This trus structural v chord and ' the bottom LOAD CA! Standard echanical connection (by others) of truss ate capable of withstanding 100 lb uplift at ept at=1b) 3=180, 2=182. has been designed for a moving load of 200.Olb live located at all mid t all panel points along the Bottom Chord, It with any other live loads. . design requires that a minimum of 7/16" od sheathing be applied directly to the top ' gypsum sheetrock be applied directly to 6u�y-Ra{etinat}t!frtVA. fit1wonlasts'laur;MPIt!I1IL16St(GIiGT is ILitLY;fU!Elji(IiSittUdF3ffro. radyetu�yxs.eus enrseadetnsxdis _msOtsyv &rsity,iGG1W es mf i.lsaatIG.r..lEereu!Saes{derers!. ".a.'s!s s7utlst vMerre"ut TiD,ul; Fddtil:9t('A'lltlt35ft`:!It HPa IH?t lG�ha!iW'Ai!a1R±!etipltayi3ttr{Id $ltl]!¢(aj,LNl,Rttldti @fro$IE§RSk�StWYtt;h640.+IGSPtidi!itk tejil!N�ItS�tain:lrhtktdtsiytdno'h;It ir»tl±r!ctlmfielCG e±!;, nda IN. It- tefi2Jiry Anthony T. Tombo 111, P.E. ±data tUs Inislu e1 V±14 hturtaz'r.!afd!it Crx:, 4! ows enluatltim u?keL hfitttdtr:s?!kti14!It i6talttx lrtt 7ritt-agflt wliNd, T3±tfpm?dteli. eel us fitU ut d!4ttots;®;siy'sutl tr.. t!at{t,are'trn�-0Yr dell f±P±rrpasi:tl7d �, 80083 ' •tst leilujPtsiga aaUiltaiv. l0»ln let tdoMt7§Suitlepa^iet ekl ysita:i=sat)rre?tey Gmyaetl Sfilt lv(nz�:talTSAgShtrSeth iFi tcdStll ere tdun+dh:!en:dpitate.Tt4!efmsHe rtsryau"tit:xall�+t±dfititruGtcgeu,4tts tes+la4!+eur ni`:mtWwlsGzu,�$u 4451 St. LUCIe Blvd. tRtr.aadittlhlGd+!ar,ttdtystuti'rsykyoiyatitsp!d!d.tGLttsPnigtEye!!uislOifitltaduyPesipee±:initS;sfeaGyiaudnl4WGtiLtgildutlluasmntdvtsntfft Fort Pierce, FL 34946 (opyright'2AIAA-fRootTrusses•ActhonyLlomholtl,P.t. Reptodualonellhisdasunknr;ieany form, ispsthihittdwilhtunhewOfeapesmissienfrom Ad loaf husses-AnlhanyLTomhatll,P.1. Job _ Truss Truss Type Qty, Ply WPRHTFA D01G ROOF SPECIAL GIRDER 1 2 A0012863 Job Reference (optional) . f Ruut s f uses, run ritnue, rL a4946, uesignLa nruss.com Run: mizu s Nov 1z 2u1 t vnnC 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:12 2018 Page 1 ID:uM NtX8M FQzgGeYlmYwn gyHzGc8X-Sf?XDrz7TM gftZnYJtAvsytEmAMg GxEcFhd4rzDwzr 23-6-o -2-0-0 3.5.11 6�-14 10-0-14 13-8-14 16-5-9 18.2-14 22-11-2 2 2 2.0 3-5-11 2-112-8-11 1-0.5 4-8-4 0.5- 0-1-4 5x6 : I I 7x8I = Dead Load Dell. = 5/16 in 5x8 7x10 MT20HS-- 7x10 MT20H 7 2 4x6 2 6.00 12 5 3x4 20 1 / o 3 9 VV1f) th W2 Cl) 2 R RI Ifh o, 27 16 28 1529 30 31 14 32 t33 34 35 37 39 o 26 13 1236 1138 4010 4x8 = 2x4 I I 3x4 = 7x10 MT20HS-- 4x6 = 8x8 = 10x14 = 3x8 MT20HS 11 3-5-11 rt-4-14 10-0-14 13-8-14 16-5-9 18-2-14 23-" 22-11-2 2 2 3-5-11 2-11-3 3-8-0 2-8-11 1-9-5 4-8-4 0-1-4 Plate Offsets (X,Y)— [2:0-4-0,0-1-151,[4:04-8,0-2-01,[7:0-24 0-2-01 [9:0-3-12 0-2-0) [10:04-12 0-1-81 f12:0-2-12 0-4-121 [14.0-4-12 0-4-81 LOADING(pso SPACING- 2-1-8 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.31 13 >886 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC. 0.75 Vert(CT) -0.51 13 >546 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB` 0.92 Horz(CT) 0.09 10 n/a n/a BCDL 7.0 Code FBC2017rrPI2014 Matrix -MS Weight: 372 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T1: 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W4,W7: 2x4 SP No.2 W8,W6: 2x6 SP No.2 W9: 2x4 SP 240OF 2.0E W10: 2x8 SP No.2 BRACING - TOP CHORD 2-0-0 oc pudins (3-0-5 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt 7-11 REACTIONS. (lb/size) 2 = 5432/0-8-0 (min.0-2-4) 10 = 13409/Mechanical Max Horz 2 = 411(LC 8) Max Uplift 2 = -2499(LC 8) 10 = -5700(LC 8) Max Grav 2 = 5432(LC 1) 10 = 13409(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10963/5092, 3-4=-11021/5185, 4-19=-14029)6424,19-20=-14029/6424, 5-20=-14029/6424, 5-21=-17235/7650, 6-21=-17235/7650, 6-22=-14815/6477, 7-22=-14745/6469, 7-23=-10082/4340, 8-23=-10008/4348, 8-24=-9183/4002, 24-25=-9183/4002, 9-25=9183/4002 BOT CHORD 2-26=-4820/9723, 2-27=-4831/9756, 16-27=4837/9756, 16-28=-4837/9756, 15-28=-4837/9756, 15-29=-4844/9839, 29-30=-4844/9839, 30-31=-4844/9839, 14-31=-4844/9839, 14-32=-6608/1.4110, Continued on page 2 BOT CHORD 2-26=4820/9723, 2-27=-4837/9756, 16-27=-4837/9756, 16-28=4837/9756, 15-28=4837/9756, 15-29=-4844/9839, 29-30=4844/9839, 30-31=4844/9839, 14-31=4844/9839,14-32=-6608/14110, 32-33=-6608/14110, 33-34=6608/14110, 13-34=-6608/14110, 13-35=-7835/17331, 12-35=7835/17331, 12-36=-5904/13222, 36-37= 5904/13222, 11-37=-5904/13222 WEBS 3-16=-337/205, 3-15=427/441, 4-15=-347/1303,4-14=-2355/5590, 5-14=-3539/1552, 5-13=-1680/4217, 6-13=-2082/853, 6-12=-6477/2965, 8-11=-1578/3839, 9-11=-6169/14154, 7-12=-5264/11344, 9-10=-11243/4984, 7-11 =-1 0360/4854 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.13VxY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C;. Encl., GCpi=0.18; MWFRS (envelope); -cantilever left,and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DO,L=1.60 5) Provide. adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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-M wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=2499, 10=5700. 11) 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. , 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 Ib down and 230 lb up at 6-4-14, 197 lb down and 187 Ib up at 7-0-12, 197 lb down and 187 lb up at 9-0-12, 202 lb down and 177 lb up at 10-9-4, 118 lb down and 110 Ib up at 14-10-12, 49 Ib down and 48 Ib up at 16-10-12, 189 lb down and 180 lb up at 18-10-12, and 189 lb down and 180 lb up at 20-10-12, and 187 lb down and 186 Ib up at 23-1-2 on top chord, and 554 Ib down and 209 lb up at 6-4-14, 240 lb down and 17 Ib up at 7-0-12, 240 lb down and 17 lb up at 9-0-12, 271 lb down and 35 lb up at 10-9-4, 394 lb down and 141 lb up at 12-9-4, 335 lb down and 74 lb up at 14-10-12, 8184 lb down and 3701 Itsup at 16-5-9, 391 lb down and 154 lb up at 16-10-12, 1782 lb down and 620 lb up at 18-7-4, 282 lb down and 55 lb up at 18-10-12, 1711 lb down and 596 lb up at 20-7-4, 282 lb down and 55 lb up at 20-10-12, and 1711 lb down and 595 lb up at 22-7-4, and 285 lb down and 52 lb up at 23-1-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD, CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Ift'"•Pear sy snR.wt'A;it7niplSEf[SL'E!t^.E'7EOt IELUiitGNOTr�tStbi{GY'MEIj{tKfJplEbe#:�l'xa., lot kraPonies "bul efts sf tlls SDenye6ariq"MIe>E4! .gt.half Ai,P,E.rifmtn Sionitltn!..ntssslrnssssWo%T10,u1y effek—eallonshl 1"RtlwJSffUhi'41 tt 0In11 Cttict EESvet!{(t Srn?C!t 'YNl•nt!KfN6rlt'Olf tS�l6'imK[glnn/I lSt r'>}fSiliEfi tOt'9!iidlf tnriAi3_inin Ott'-Sljf itR2t 81t Tn!flrl'3lata°3!Ti�UIJ NIHTrFI,(StttSISi 11If3r:3M,�fai4f15f:1n1,!R !Ih Anthony T. Tombo III, P.E. etlfnsTltlsinssbtuerragishnsyatsS?etftfie Creshhe Osen's enin!slgatntera�EaalCt!:pw,iitess4sCdP.t IILt1e R(f�knlwlDtl;iay!sc4ml iPT, Te oypndd4t i8nl tfipntf cods Tnss,iu[eg3alaty, nutye sfr2inmde:nify sldl e!a!;tsy+3snil7d ,M, 80083 t tl1MIP1rC!SlQffteftelaa!et.AaunlsSelMlf!kf:?n9lhtyttaxnlft§:Se.Mf6.tt,rJ:CCyCOD}ittdSO`offlAfe&t'9AtlStltYStNlIL[TPnISriAfdleCkntN!XttM'iiiril!MI.T!II9!hNfNStiNl51}�(_tStall,hefniA3YktSCti�Gft',SfittSkU}ittytftfWTntsw:tntcfr,ft! 4451St. Lucie Blvd. Fort Pierce, FL 34946 -fi4ni.ire!atlhetxhrAfpnlf�u•i_ugly a9piin(mF•et iN3n}t P6ye E[Ot!t 11 SCS 6trgIl4J Pnijen,t' ns Sniea(ft.f!einm, tulGey. LtgfhHi!I k:ns ct is ltfaei ntTFii. (apyeigbt V 2816 A-1 Raolltusses -Arlhoay L rcmba Ilk,P,E. Reptedur lan of this dotumtol, in any lasm is psthibited wit -out the wtinea petmissioe from Ad Coal lonsts--Aeihaayl. Taisho ill, P.E, Job Truss Truss Type Qty Ply A0012863 WPRHTFA D01 G ROOF SPECIAL GIRDER 1 2 10, - 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.cwm LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-102, 4-6=-102, 6-8=-102, 8-9=-102, 2-10=15 Concentrated Loads (lb) Vert: 4=-85(B),15=-192(B) 12=-8184(F) 11=-1782(F) 9=-1 75(B) 1 0=-1 22(B) 19=-1 51 (B) 20=-1 51 (B) 21=-153(B) 22=-59(B) 24=-143(B) 25=-143(B) 29=-53(B) 31=-53(B) 32=-75(B) 34=-257(B) 35=-205(B) 36=301(B) 38=-119(B) 39=-1830(F=-1711 , B=-119) 40=-1711(F) 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:12 2018 Page 2 I D:uMNtX8MFQzgGeYlmYwngyHzGc8X-Sf?XDrz7TMgftZnYJtAvsytEmAMgGxEcFhd4rzDwzr Ge�dq-Ilasu SsnarlIlealisysk'4110C.f1.'SSsS{'i(llRj 6E192E 1E1NSd[PM�IIOtii (]STuM13l7H'j A(r1AA'�6aEpi Mz ierAt GsilSlusaym oal u�nL>snl4sLns 1es�0uviy{IF4;Ri IG ldiurl. ies4 p;r.F.ldneas 5l:ssF+.0 ese. Odra dhniss dddeetlelllP,si7 AbTdesueilu rites dealt tied for IN SO to it Wit Is erns Dn is flow ju,Sreddllligivri.laud aenyIBD areaiedsae larvae d let radrsslud neleplee rulns5llay our Pa la4Fna! fii;e d!p!aalae 5e6ady,calar RI-1. TM Lsigs almpirn.Id.;arrtanns, utakilry, Anthony T. Tornbo III, P.E. d—liesitass5reg ldlhrr is It* aspnsililaadCe DneeSe Oraisaemvde,ad arslerdll".(Itsirrie"atkruhat'dsia 11E,5r uE Was teed lnitay aleMi. Tit typnedd5e lDDdenter adl as, eSa lease.naetie;bandana¢dlrrisg 3ldlEe lz rupaWity d Z80083 SeWft;eas'gx adcues !. Aliaxs ad W a rEelDD eel Is, pariresW yaildnn,14, 1-411 Contra Salary manaa{6G,�raNnGlty lrld Stu uerdnxW4a June! pit."Ir:l 4451 St. Lucie Blvd. afenise lefiedlTo GfiNaged earurr0allTdlyM:n inc7set TheTnss rts!nsEsrinert; rgl �`e lei?da7Dasiraer,nTriaSrdaa Earaeerd®yidls�r. FD egiMaaalk;os enmddadhllfl. Fort Pierce, FL 34946 (opyeight ©1p16 A -I Roof posses - Amhonyl. Tambo III, P.f. peprodudion of this dotameni, in any form, spiohihBed witheul the wrinea pesrnission hour A -I knot Trusses - AntbonyT. Tomber 111, P.I. Job Truss- Truss Type Qty Ply WPRHTFA F01G JACK -CLOSED GIRDER 1 1 A0012864 Job Reference (optional) r., nvvt t ruSS65, F s rrcrs:c, rt- .Togo, UVbryn%,Vd r uubs.com Run: 8A20 s Nov iz 201 r runt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14;40:13 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-wrZvRB_IEgoW VjLltai8P9PWgam1?UflULbJct,zDwzm 3-7-8 7-0-0 3-7-8 3-4-8 1.5x4 II 2x4 = 3x6 11 3x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.03 4-5 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.08 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.46 Horz(TL) 0.01 4 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix -MP Weight: 34 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 910/0-8-0 (min. 0-1-8) 4 = 1238/Mechanical Max Horz 1 = 213(LC 8) Max Uplift 1 = -244(LC 8) 4 = -442(LC 8) Max Grav 1 = 1003(LC 19) 4 = 1349(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-1509/351 BOT CHORD 1-9=-466/1338, 5-9=-466/1338, 5-10=-466/1338, 10-11=-466/1338, 11-12=-466/1338, 4-12=-466/1338 WEBS 2-5=-235/1200, 24=-1542/538 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; .Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS;(envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60. plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom .chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=1b) 1=244, 4=442. 6) Thisltruss 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 490 lb down and 135 lb up at 2-2-12, and 490 lb down and 135 lb up at 4-2-12, and 493 lb down and 132 lb up at 6-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead' + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-96, 4-6=-14 Concentrated Loads (lb) Vert: 9=-464(B) 10=-464(B) 12=466(B) Nwoag-Rrua tinagllfntRy Rt'1i107ft1USSIS[Sii':Irl.,ofXfUlrftkS(EOeO!fqY{g0i1LMh4sii'sSfrurtlfOcV;gl'(aa tnd!lst grtm:ea!rest sites"dis inss Des(p 6esiy{s00,iaids 4!Say T. isab IO.F..It:aeaa ifettldEit rss. Not e?axits sre!Kta Re IOO,nIr kitetrnasfx gldes sb9le esetlmpe lOS.hgelCit. lsalnss kegs Fyuea{le Sge!awraAs±nf, 6e sednray r9 ts>:ernrsav�epteced�+rMn;ioedeagaaasgrzgus =9rru i!e A?tipd4z tiagl2TMsiry dea�el:I nit, tEfxt!Fr, rx: ialginivspsm; keevg mti:1u1, rs_#!in Anthoiy T. Tombo IN, P.E. etle.e 0 Wiirns bray griEq drut Nos!,Ato—'s"Urtiorerahe6z'�k pt;,h5r rlesrOra lrt, ile 6tedta�ttrrgtFl�g re£sta11N•I. TSs i9perrldl4tT:Onletj htl6rreAlks Tors, mrS3rog zutliag, srues usz::ciaeat b:acg sh0is ps;e:Ppsuit7d �80083 34946 Zt lll»!ts idedatSs7>C sed&epredur ul ge€t. HserMe ra:'leprtara.ed SttrtgfdErxta{kr ra?isgtig+iFreslSerintdremd!u;eet!dgeittaeT!I-I!r!a!sNa:nril�C*;ssallaies d;ur!etc 0ausnss CtssfmeiAllGv44451 St.008381Vd.Nernssksipfq�wds 01lit EOrngpr;igEtts!y!nr Sntea hgitterdenlEil[teg,.{Otspi6lirst lsas atnde0eHu1fg1. Fort 1 St. , ci Blvd.(appigdt02016A-I Raul Trasses•AelbaayGiambaIII, U Reprndudioaof11sisdofamrot,inany form, isp hibitedailAoaltAerfitteapermissinfrom A.IReal hassrYAntbonyLTanabe III,P.L Job Truss Truss Type Qty Ply A0012865 WPRHTFA G01 MONOPITCH I 1 1 Job Reference o tional Al KODr I rua5e5, r0rl r'ferCe-, rL o9a40, ues,ynIsua ru uba—II ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-wrZvRB_IEg( 3-6-11 6-10-0 , ' 3-6-11 J-J-b 1.5x4 II 4 6.00 12 1.5x4 3 2 1 / 10 "s 6 5 4x4 6x6 = ue May 22 14:40:13 2018 Page 1 1-0-00 , 6-10-0_ 1-0-5-10-0 LOADING (psf) SPACING- 2-0-0 ' CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 " Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.10 5-6 >729 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0i61 Vert(TL) -0.13 5-6 >534 240 BCLL 0.0 Rep Stress Incr YES WB 0[21 Horz(TL) 0.01 5 n/a n/a BCDL 7.0 Code FBC2014fTP12007 Matrix -MP Weight: 35 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) WEBS 2x4 SP No.3 Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf-, h=25ft; BRACING - Cat. II; Exp iC; Part. Encl., GCpi=0.55; MWFRS TOPCHORD (envelope) and C-C Exterior(2) zone; cantilever left Structural wood sheathing directly applied or 6-0-0 oc and right exposed ;end vertical left exposed; porch purlins, except end verticals. left exposed;C-C for members and forces 8e MWFRS BOTCHRigid for reactions shown; Lumber DOL=1.60 plate grip ceilORD ing directly applied or 7-5 6 oc bracing. DOL=1.60 MiTek recommends that Stabilizers and required 2) This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection, in chord live load nonconcurrent with any other live accordance with Stabilizer Installation uide. loads. 3) * This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on �he bottom chord in all areas where a 2 = 528/1-0-0 (min. 0-1-8) rectangle 31tO tall by 2-0-'0 wide will fit between the 5 = 333/0-8-0 (min. 0-1-8) bottom chord and any other members. 6 = 60/0-3-8 (min. 0-1-8) 4) Provide mechanical connection (by others) of truss Max Harz to bearing Qlate capable of withstanding 100 lb uplift at 2 = 343(LC 12) joint(s) except at=lb) 2=266, 5=298. Max Uplift 5) This truss has been designed for a moving 2 =-266(LC 12) concentrated load of 200.01b live located at all mid - 5 =-298(LC 12) panels and at all panel points along the Bottom Chord, Max Grav nonconcu with any other live loads. rent 5 = 407(LC 29) 6 = 466(LC 25) LOAD CASES) Standard FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/287 BOT CHORD 2-6=-625/499, 6-10=-625/499, 5-10=-625/499 WEBS 3-5=-564f706 I I Ymtag•Fron3+:u;il}sent.i!z'!lrg0£IUiSEg{iikiPl.-.cw1E1111sJ16StiCM0.TGrf (tMI IU 11R(0011IMMIrttra BAsssit*is; ITAn"belE9,+dg Miihswth+pidts sh!lie esedfa9t lG"s to less!iA Istlns!!'e; go agh:tr(ie., Sper .rL�;ro!dlae red txmg l's9,!gs!!ro'smwytaetesi,M ydessiao- r:4�!e! ns;seu'i'hhs f.!d±s"rgtdra sh;i!Tnfsd:giaelea 3eifgtdr, ngx lrtl, fit 3+si;t estosy'[®s:'tM�as„'1et!;f ' nh Anthony T. Tombo 111, P.E. egg e!edlhslnis N, royrn?ia;ire},trt:(+asr'Id!ecorw,hi0.!trcen¢trtti gatmE!Fx'3 gCt!!px.hfi,vWwtIINII(NRttIdRt 1.IIuU.;aoIWlN-0.ih yNwdu'dc1:0n101 WwffBt Toss, wWN h>hI, sfogt c:4k9cetd bna3 Ad It m n!poidn d 480083 ' atl tlh; ptsi;ter miivlrsnr. AO a��stn+daoeii's ssAW pnmus arq't!atta'deG!Ee;(amrucM Sdm;Id+sa;<an(1(Sr,+,pn!sidi;ln eslcrrA u+rdxemN(x;Kesd pcilcne.l➢Fllt�!sscestcpan4iG`nwllAesdhtTRss^.rs:;tnt!ttmga6gnev adTnssMtte(sGrnr,wkss 4451 St. Lucie Blvd. mk,Fi;+lt!iatlEgtlinMml gs+N ymic r!i!xg6y¢lpcli+s hrtl+ci. Edt Utss(ksi3tEy-'m!isl9(h+{c!Idieg Pefi;uew isutl;slew h;iattdn?ktniit;. li!sy0!li!d bras st is ie(ukirlPFl. for, Pierce, FL 34946 Upyiight DO 2016A-1Roof husses-AolhonyLlombolILKE.lep!odadianolthisdesamentin any lolm,isplabibittilOhaullherfittenpesmissiaofrom Ad Roof Trusses -An6onyLIomboIII, P.E. Job Truss Truss Type Qty Ply WPRHTFA HJ3 Diagonal Hip Girder 1 1 A0012867 Job Reference (optional) t Roof trusses, Fort Pierce, rL d4U4b, aesignLaltruss.com Run: 8.12U s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:¢0:14 2018 Page 1 I D: uM NtXBMFQzgGeYl mYwngyHzGcBX-027HeX? N 7zwN 7twxRl DNxNyea_Cpk22vi_KsltlkzDwz -2-9-15 2-7-1 2-9-15 2-7-1 N O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.10 4 >303 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.11 4 >285 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix -MP Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS, (lb/size) 3 = -114/Mechanical 2 = 463/2-4-5 (min.0-1-8) Max Horz 2 = 146(LC 4) Max Uplift 3 = -192(LC 19) 2 = -387(LC 4) Max Grav 3 = 214(LC 22) 2 = 463(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss: connections. 5) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 100 lb, uplift at joint(s) except at=1b) 3=192, 2=387. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 170 lb up at 1-4-9, and 127 lb down and 170 lb up at 1-4-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads, applied to the face of the truss are noted as front (F) or back (B). LOAD'CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-96, 4-5=-14 Concentrated Loads (lb) Vert; 8=197(F=98, B=98) steina7iiroSt rvaovldlll,:e.e.1 reornbss(s;'snE;tq,:t'r(llt T:tas ttoaocrts ItneunNq"dIKiJitEU6kgrfrarylnlp rromettr, ai mlvvhs nNis nvn bnlp kesiep;f60]etiae 4Mati. tomM Oi,P.E.Iduae Rmldvr!!a. xins e!vu*is! udNabv(tb, ury pirettnveF.0 lldes tbA le aelfa i6;bhed�t lsv(rea^.eswEyieer{sx Slmsryfv7steS0e sed".1rugr!Kesess m w1hutofis pdeslw. miuuq tap.Wdyt. fietsip.141 wile Tait Paimdmtt7tl nt!jIle 191.t1!iesipv!susy"vss.'mLaga 4tss, sr+sidth Anthony T. Tombo III, P.E. «dwoms Tnsstu a7 tWagn..nspms: dbt Cvvu,6o lltseisntktrzti ryniorta ra.q bts�pm.a[vssstiedlts lt4Uolt{dPoelpdraRiivpted!oslt&I. Totoppadt?ttiMal afbdlvuvl kt inss,u.Mg4atlmt.sh,op, asde�:a ad Win AdkP:nspt5U.j0 80083 ' netdrterPesir—if.thomr.10wt,I'llonPAW o#'Iktpocinvdvbhosdtki[. U'puedSddshbsstm¢SppsJl;.5ed1.'HWSMlasfaaal1.1-1reitaa!R4lderasslns!;yvtvMl:'asmlldnsoflst(n=.stes�4au,?rrsstestp3tepzetrvNTnaNudvGpu,mtess 4451St.LUt1981Vd, .9-1406.11 tto[ahv:lopeA"a 4 �H"s: paliesmsl td. Tsi tins beep Evt-vs U�OT ne rtiilmrbesipu,t ntineeatrg�!rdn,! � P LtvrdvlutltvtastnnitruN ie T�I' Fort Pierce, L ci Blvd. '�(opysi06102016A-1Roof Itusses-Anthony Llomhe111,P.L Reptodoriona] This dcmmcnl,immnyfolm,iisptahibitedwilboutthe suittunpamissioafrom Ad Roof husses-AnihonyLTomba9t,P.E. Job Truss Truss Type Qty , Ply A0012869 WPRHTFA HR DIAGONAL HIP GIRDER 5 1 r � Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com -2-9-15 4x4 = 3x4 = 8.120 s Nov 12 2017 Print: 8.120 is Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:15 2018 Page 1 ID:uMNtXBMFQzgGeYlmYwngyHzGc8X-sEhfstO?mH2Dk1 V7_?kcUaVjUOTKTMj2xe4PhAzDwzk 5-1-3 9-5-13 9-9,5 4.24 12 �j< os ch m B1 13 14 7 15 6 2x4 11 t 5 4x4 = Plate Offsets (X Y)— f2:0-2-2 Edgel I LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP. TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.06 7-9 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0:38 Vert(CT) -0.08 7-9 >999 - 240 BCLL 0.0 ' Rep Stress Incr NO WB 0 ;61 Horz(CT) 0.01 5 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS Weight: 52 lb FT =10%a 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 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 198/Mechanical 2 = 666/1-5-0 (min. 0-1-8) 5 = 308/Mechanical Max Horz 2 = 305(LC 4) Max Uplift 4 _ -173(LC 4) 2 = -644(LC 4) 5 _ -383(LC 5) Max Grav 4 = 198(LC 1) 2 = 973(LC 23) 5 = 605(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except When shown. TOP CHORD 2-10=-1417/739,3-10=-1342/738 BOT CHORD 2-12=-552/746, 2-13=-820/1313, 13-14=-820/1313, 7-14=-820/1313, 7-15=-820/1313,6-15=-820/1313 , WEBS 3-7=-194/664, 3-6=-1416/884 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) excerpt Qt=lb) 4=173, 2=644, 5=383. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)134 lb down and 183 lb up at 1-4-9, 134 lb down and 183 lb up at 1-4-9, 75 lb down and 54 lb up at 4-2-8, 75 lb down and 54 lb up at 4-2-8, and 179 lb down and 166 lb up at 7-0-7, and 179 lb down and 166 lb up at 7-0-7 on top chord, and 200 lb down and 55 lb up at 4-2-8, 200 Ito down and 55 lb up at 4-2-8, and 72 lb down a3 7-0-7, and 72 lb down at 7-0-7 on bottom chord. The design/selection of such connection devices) i� 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 I Loads (plf) Vert: 1-4=-96, 2-5=-14 Concentrated Loads (lb) Vert: 8=212(F=106, B=106) 11=-49(F=-24, B=-24) 14=3(F=;2, B=2) 15=-3(F=-1, B=-1) ofem:q •Frrs,;v�u}s!r!xaw Rt'l; IDOf RtliSES; SR'R ; EEgful lq!S t (Gl&fmis(PiroB!.tD fl-ij(ooiuomlkrit:a. Witisfiisims Dt:ip tresitgppPleifia es!Wsf i.Teab IE.tiltrtreut iced letuew. iide:s .se'.xie ca?dce de 1:9, nlf 8iitttwtti+lltles sh`.Ikneditrtit lDohse trt lit Innis I pEsyaeer(it,Sledd!rEq.ts). At sedeterf TDD rermic.s m satplsta ol* sfntzts••tRA!erag tesFtatuu':hM is, Mott dt sollt Imes d:padenle Ina ttls,itialmI, Anthony T. Tombo iti, P.E. trdrle0AnOrnsslit Cif teolylit rrsponinn,lr d lit Otte., A, oitt`s innstwit;tUrtE414eg1'rPttrA1A,ttw,miliM II(Atatar Et lord WlAujirdt not TIP, bt1Dfr61tlaIh IN.1 clfieli ne d At Nss;W'a,;hatlut, slsicty uiWtrue colt"I Ada it As mpad.1, st 180083 ' tie kJlulNsiptt tsdfetsrmr.10m1n"1.4.'intrDWNprates id psMdr.'s„s.scltt�'is;(asptmSd t}Idrr Taa¢s,SllfalF.chel WNtaSW at;t'entof ;aced;.ifeta.i!41i?!ntsfiestepssrsir:'xddtues a132Trtss 6t;:ctt,Tt,ts Cenp sgaeu alTnssWtelte«er,mins 4451 St. Lucie Blvd. eiteiFitt ddssed lfllNhtrptNtp9le.t!'iytT CIp111tt 1i?tlltd.:stLetl..«yElr.tet!IS ltli Gi rtllfiy;Ot!Iptl.iiftlSSrsltn[t;:xe.lnittaAq. date,+nlu:d lt=a: trtntd�rx lt:ht. Fort Pierce, FL 34946 UpyflqM 0 2016A-1 Roof Trusses -AefhoayLfembolll,1`1 Repioducionofthisdosamentinany lorm, is �mhibiledwBf±oulthe ari0enpelmissioafront Ad Roof Trusses - Anthony 1.lomboIII, I'l Job Truss Truss Type Qty Ply WPRHTFA HJ8 ROOF SPECIAL GIRDER 1 1 A0012870 Job Reference' (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:; 0:17 2018 Page 1 ID:uM NtXBMFQzgGeYlmYwngyHzGc8X-odoQHZ1 GHu Ix_LfW6Qm4Z7a3zB4YxJ6LPyZA3zDwzi -2-9-15 4-11-13 9-0-7 2-9-15 4-11-13 4-6-10 Ulu 9-6-7 4-6-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.95 Vert(LL) 0.05 5-6 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.08 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) 0.02 5 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -MP Weight: 47 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-6 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 = 885/1-5-0 (min.0-1-8) 5 = 794/0-10-9 (min.0-1-8) 7 = -237/0-3-8 (min.0-1-8) Max Horz 2 = 384(LC 22) Max Uplift 2 = -696(LC 4) 5 = -651(LC 4) 7 = -371(LC 19) Max Grav 2 = 885(LC 1) 5 = 840(LC 35) 7 = 374(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-994/515, 11-12=-907/535, 3-12=-897/537, 4-5=-411/348 BOT CHORD 2-7=-713/921, 7-14=-713/921, 6-14=-713/921, 6-15=-713/921, 5-15=-713/921 WEBS 3-5=-995/771 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft; Cat. 114 Exp C; Part. Encl., GCpi=0.55; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other. live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=696, 5=651, 7=371. 5) Hanger(s) or other connection'device(s) shall be provided sufficient to support concentrated load(s) 171 lb down, and 183 lb up at 14-9, 171 lb down and 183 lb up at 1-4-9, 112 lb down and 91 lb up at 4-2-8, 112 lb down and 91 lb up at 4-2-8, 251 lb down and 233 lb up at 7-0-7, and 251 lb down and 233 lb up at 7-0-7, and 223 lb down and 220 lb up at 94-11 on top chord , and 25 lb down and 2 lb up at 4-2-8, 25 lb down and 2 lb up at 4-2-8, and 59 lb down and 35 lb up at 7-0-7 , and 59 lb down and 35 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) 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: 11-4=-96, 5-8=-14 Concentrated Loads (lb) Vert: 4=-200(B) 11=212(F=106, B=106) 13=-95(F=48, B=48) 14=3(F=2, B=2) 15=-61(F=-30 , B=-30) i'Haa2 P;rosl;Ei!Eiti?rtoll.f:e't;tCg£TlCSS6(51:7$E:AiUIi{t4iti-0iCfICiSCkTCN ara;!(ti7arlDS!ilt7'4ia fmd!tEf! yYmNHsPFtIHtHlttli dii stilt U1S(ti bf.ilg(tDCiadh•.elaJT.TamifR,l.r.le4tiu!S3M SAme n!.wt-no.U.41 wto ia1E rM I. h7ek"t" !i!isstllielfsedtagllCCnEliGi{ isuTnssCes�arit�lH{i,.snr�y{� Enhnin�iaspr.�nri:erle,Hlipouetderi�ss:H rgrDllr�gmMsi nrd/atipdr„dFy!itimsha!seaattatan!.,iitHTr{?.toltlsyFn:� zns:!hrE�; :ams�tm«uwn AnthonyT. Tombo 111, P.E. a:a nE A�Us tntshr ark=tabs "antlEaSa?t{ dGe Cfx, hf UriH't FiRHziT geit Ht!et.?dsg Ji;„, Ilril eK'EAEI �E Ili,fte UtadtG Iud ailithgt�'e GT I!I•{. TN i)ttgil d"aT3g fit erfidd ftlEt IiETntt; inla:st'at+tarj, thtErE: #kQ!iRCtb:Rht llFg!!A! iE3tn5dil;i d ' I2Ftiilru Msl Ftmsfimaar.11la.->•asnfrtntkPi>-;nARf Cmul .ikbtdMte" ( " 8Q0$3 t P M ssD rBI osynfnjonil mvTi ls$111"I tit016% :11(40lt;uaw atiiicw. iP41Ai!mis rii irgisiliftibs ailroetdtiET:rss ClnpH,'n31 illiti rF§iElH iltTntf qulhGrer,wllsE 4451 St. LUde Blvd, fqH«lis idixt l!dizhrlepleb�DiC[r.'ut6raipatiif(i!iltet. hE Tnss bteip 6gIX4!iEIM1i GE{iiilhypisigltl,Ea;ni: StsfEpfiginadia!kwACi{,lilt!{ihli.d!l;aleE aidlfiett iiif4l. � (eprrigbtw2014A-1Roof Trusses -Anthonyl.Temho111,P.E, tepfaduofionofAhdatumut,inBOY form, ispfshibitedwilkoalIke ndtlwpefmissionhem Adloaf busses AnthonyLTomboIII, P.0 FOIi Pierce, F1 34946 Job Truss Truss Type Qty Ply A0012871 WPRHTFA HJ9 Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com on 1 1: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:18 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-HpMoUv2u2CQobUEig8HJ6D7D2bOLgflVdcl4HVzDwzh 4.24 12 4 5 4 1 5x6 3 1 16 17 8 18 19 7 6 3x4 = 1.5x4 I I 6x6 = 6-7-3. , 12-5-3 , 1 6-7-3 5-9-15 LOADING (psf) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC TCDL 28.0 Lumber DOL 1.25 BC BCLL 0.0 ' Rep Stress Incr NO WB BCDL 7.0 Code FBC2014/TPI2007 Matr LUMBER - TOP CHORD 2x4 SP M 30'Except- T1: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 746/0-10-15 (min. 0-1-8) 7 = 1003/Mechanical Max Horz 2 = 362(LC 4) Max Uplift 2 = -703(LC 4) 7 = -672(LC 8) Max Grav 2 = 924(LC 35) 7 = 1003(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-1338/814, 12-13=-1318/818, 3-13=-1198/820, 3-14=-296/126, 4-7=-404/287 BOT CHORD 2-16=-948/1176, 16-17=-948/1176, 8-17=-948/1176, 8-18=-94811174, 18-19=-948/1174,749=-948/1174 WEBS 3-8=-26/259, 3-7=-1204/989 NOTES- 1) Wind: A: Vasd=132n Cat. 11; Exp cantilever It exposed;L 2) This trus chord live It loads. 3)' This t 20.Opsf on rectangle 3 bottom cho 4) Refer to 5) Provide to bearing joint(s) ex 6) Hanger( provided s Ib down an Ib up at 1- down and up at 7-0- 226 lb do and 206 Ib and 107 lb 1-4-9, 9 lb 55 lb up atl 7-0-7, and lb down an 7) In the face of tl LOAD DEFL. in (loc) I/deft Ud Vert(LL) 0.07 8-11 >999 360 Vert(TL) -0.18 7-8 >799 240 Horz(TL) 0.03 7 n/a h/a ;E 7-10; Vult=170mph (3-second gust) Ih; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Encl., GCpi=0.18; MWFRS (envelope); t and right exposed ; end vertical left nber DOL=1.60 plate grip DOL=1.60 has been designed for a 10.0 psf bottom Id nonconcurrent with any other live cuss has been designed for a live load of {he bottom chord in all areas where a 16-0 tall by 2-M wide will fit between the rd and any other members. girder(s) for truss to truss connections. mechanical connection (by others) of truss plate capable of withstanding 100 lb uplift at i pt (jt=lb) 2=703, 7=672. s) or other connection device(s) shall be efficient to support concentrated load(s)134 d 183 lb up at 1-4-9, 134 lb down and 183 4-9, 75 lb down and 54 lb up at 4-2-8, 75 lb 54 lb up at 4-2-8, 179 lb down and 166 lb 7, 179 lb down and 166 lb up at 7-0-7, and wn and 212 lb up at 9-10-6, and 221 lb down up at 9-10-6 on top chord, and 57 lb down up at 1-4-9, 57 lb down and 107 lb up at . down and 55 lb up at 4-2-8, 9 lb down and 4-2-8, 12 lb down at 7-0-7, 12 lb down at 78 lb down and 29 lb up at 9-10-6, and 67 d 20 lb up at 9-10-6 on bottom chord. The Iction of such connection device(s) is the ity of others. )AD CASE(S) section, loads applied to the truss are noted as front (F) or back (B). 1) Dead +IRoof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-'4=-96, 4-5=-56, 6-9=-14 Concentrated Loads (lb) Dead Load Defl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 601b FT = 10% Standard Vert: 12=212(F=106, B=106) 14=-49(F=-24, B=-24) 15=-304(F=-157, B=-147) 16=137(F=68, B=68) 17=3(F=2, B=2) 18=-3(F=-1, B=1) 19=-119(F=-68, B=-51) I(na^q �F;mh t»!t;il;!tt;!�t Pe'r? t[Dr 7DSSESrS1`.!P; S;Aitll7:titS t rC4D1'9Mt:DACY; INU":�lplfr(p'*}�rSli tra. Yt,d.ks�¢arsesNus at itsrtehs to ttis sr+ss Ptsyaktrit; DDfalSa tc!m� r. haM If. ti. icceveileetiehrtes� ;r:'xu Cfeitt sMKee�tTD, sd,. giBYtmaef.�a tMes sEdl to ettdfwP:16Dn4e sNit belreii Dena a3iaterlix.,5tedeyrt;�swSdt sed ece€t iDD ts>•essmtsetlxeteddt rttressixz n;hrw�nspasise':hhr d!d:si;adrst NrylxTnss dyL^e0m'De 169 txi;, tttiwrt41.1&iesigt esstey"en; !mlhg ue::'iem,sa!elta! Anthony T. Tombo 111, P.E. "I sitf! Nt 1"SS111 ayt iswn:twt4q dot owj. O."'s tedWASItd wtlu!3 Itgwh dt ttte,CIN 11L di QCe¢tt 1"I i'to;ArdTlld.�11083 t aticil6v9Dvsl;wmlLemmr.Ailai!sSStIMn!lerb➢teedtptemiti¢lyir'.uSatfEtte:'GegrtstnedSdd{!dx¢cmt{til7pi!:Sk11.TflesdS6Uct;dxmilW.reu:dreideat.T7419tn556etetpz+niiE`Ssmlltmd5tircsSCt::met,tnSSDrs�ga6rnwudTnstkttelSC<er,w!ui 4451S[.Lucie Blvd. Aute9t!htl irtlnaxl aped tgg:ehniw6t s!;etiei pole!. Bt Tnsi[hsgt h;s:ii l6t ht rN!lhg6ai;ea,e: Tnlis Sydew ftpxwel m,Sd!lt;.La;i>;C;ei tt!aewutk0ulit;r«;. Fort Pierce, FL 34446 (upyri0btC2016A-I Roollrusses-AnthonyLTembeIII, P.E. RepioduttioaofMsdarament,inany lmm,isptohibitedwithautthe wtinimpermission(tam AdRoolTrusses -dnlhonyLTombaIII, P.E. Job Truss Truss Type Qty Ply WPRHTFA HJ68 Diagonal Hip Girder 1 1 A0012868 Al R Job Reference (optional) oof Trusses, Fort PEerce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14.AO:19 2018 Page 1 I D: uM NtX8 M FQzgGeYl mYwn gyHzGc8X-I?wAh F3 WpW YtDepu DroYeQfPT?gYPCI esG2d4xzDwzc 2-9-15 3-10-6 8-11-15 2-9-15 3-10-6 5-1-9 9 N M M 3x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.09 6-7 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.15 - 6-7 >730 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.51 Horz(TL) -0.01 4 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix -MP Weight: 46 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly -applied or 4-0-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 229/Mechanical 2 = 507/0-10-15 (min. 0-1-8) 5 = 213/Mechanical Max Horz 2 = 286(LC 4) Max Uplift 4 = -225(LC 8) ° 2 = -553(LC 4) 5 = -188(LC 8) Max Grav 4 = 229(LC 1) 2 = 931(LC 23) 5 = 575(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1597/630 BOT CHORD 2-12=-732/1502,2-13=-729/1500, 7-13=-729/1500, 7-14=-729/1500, 14-15=-729/1500, 15-16=-729/1500, 6-16=-729/1500 WEBS 3-7=-223/769, 3-6=-1602/778 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf-, BCDL=4.2psf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=225, 2=553, 5=188. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)134 lb down and 183 lb up at 1-4-9, 134 lb down and 183 lb up at 1-4-9, 75 lb down and 54 lb up at 4-2-8, 75 Ito down and 54 lb up at 4-2-8, and 179 lb down and 166 lb up at 7-0-7, and 179 lb down and 166 lb up at 7-0-7 on top chord, and 57 lb down and 107 Ib up at 1-4-9, 57 lb down and 107 lb up at 1-4-9, 200 lb down and 55 lb up at 4-2-8, 200 lb down and 55 lb up at 4-2-8, and 12 lb down at 7-0-7, and 12 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-96, 2-5=-14 Concentrated Loads (lb) Vert: 8=212(F=106, B=106) 9=137(F=68, B=68) 11=-49(F=-24, B=-24) 14=3(F=2, B=2) 16=-3(F=-1, B=-1) Brtdq-flerseritngHTtnitxex'FI IDGE ORirSrSE0fPi 6EAilt nllK l[DFTdIICIS EDSTDM{'K7n'}KICeGA1EudEN'6m ierMledproemden td ncdnlesutiislress Besa�..Dre.igjt[4;edsk ldkerl.leads D;t.E.ldmeme Assl kin se. Dd:ssetiesmise ddee letleTDU,a!y wleEoeemrrtrl�lre:eltrrnelDDr:se!euE.�teTrR:oenEep4wne,$eudryBSaer5esednnrNDrepreietlsrs¢vyaedllspaatslecdruur;IepregssnSlfifirteelt9TdIt,s%jeTressl:t:nd.0,1Dwlr,WON. Anthony AnthonyT.TomboIII,P.E. :d.-IfWs Imsfir urWis.!IslkresrusMay dik Daen, Ik antes aAbi:de sic he 1A.1 Desiinr, ode rxiddtk IK,dslrtvdtke irdin 4sr i/e.1MI. Tit aipm!d lie IDD vial fielist dtL Tns.Wdiglsfin sn!ge, idIdiin Iknra; slif t'_mistdid.htf E80083 ' Ili WfgNs'ipma!tsaG- w. All rs!tssit wlaINTOadlaErmusmiyeiltlwsdAska.qusi'.wSsh¢lamms P111PlllswItyTOM sKAnenfast"ItiPattipmn_MICs5sesItnsrevik1mes!sddlisdttaLushslrea,ImsgulgsboatrMfrosuasdt.mar,Was 4451 St. Lucie Blvd. t3ts�se Iditdlpotvs:m oyesdtrtt irdaq h, dlrmtas Indsei iieTnss Cesl'� Egieer It ICI Ke rzdaD Dssgser, IrTnss STstem Egiser firms kr9q. An r7.a!Ik:°s meal ddadbRSl. (opinigln 0 2016 A -I Roof Trusses-AnthonyMombo III, H. Reprodudon of this document, in onyfark is prohibiled wilheut The wrinen permission from A-1 Roof T,asses-AodmnyL Tomb 111,1`1 Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0012872 WPRHTFA J2 Jack -Open I 1 1 a Job Reference (optional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:20 2018 Page 1 ID:uM NU(8M FQzgGeYlmYwngyHzGc8X-DCUYva48apg WroO5nZKnBeCffPB48mXn5wnAMNzDwz1 1-10-8 1-10-8 6.00 12 r� /IVI i 3x6 = r 1-10-8 1-1 0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.01 3-4 >999 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0,100 Horz(TL) -0.06 2 n/a n/a BCDL 7.0 Code FBC2014ITP12007 Matrix -MR Weight: 9 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 5) Provide connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate mechanical capable of withstanding 100 lb uplift at WEBS 2x4 SP No.3 joint(s) 4, 2,.I3. BRACING- 6) This truss has been designed for a moving TOP CHORD concentrated load of 200.Olb live located at all mid Structural wood sheathing directly applied or 1-10-8 oc panels and at all panel points along the Bottom Chord, p except end verticals. nonconcurrent with any other live loads. T BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection, in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 94/Mechanical 2 = 79/Mechanical 3 = 15/Mechanical Max Horz 4 = 111(LC 9) Max Uplift 4 = -6(LC 8) 2 = -77(LC 12) 3 = -41(LC 9) Max Grav 4 = 260(LC 24) 2 = 93(LC 19) 3 = 214(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. I %eug-fleue&ngNTmit:tk'11IDGE n75SES{'SEtIfPl6@9rt TEIf1S 8 [PFr4fIC1Y EDSTONj tt7] ; IEKMCdticiYEAi � It:a_ re;Er ltsip rumyers mdre� t9n �tlicLns DeslQ haiy ITCPt� th IHtatT. TesEt F, r.L Edytne Slxl �z es� Ddest ghnut Cttd tc tle IDD,aj tVITe'euutmrpitess9ilitt esd hr lEeiDD la le rdil.Asriren WitTtpraeil.e,Sp:411i 6glu!r;,5lt sttlrt uy TOD rgreks6ererau crth pobsntultg:uetitg PsIt1s1111ayhr It, ftsIptlrtts#peTet!sfip!EttAtTDD Self, rAffRI-1. The det:isessrapt-1 I'd:egttldmxs, sti1.1111y Anthony T. Tombo III, P.E. etil's II AllImssfar.7 Mailisthlt3E5!!Iilty9N9.1r.R 0mise Luh;drrtit1916iDtelEM',Ci�Wittdis.l twiiAEtisk,! ialaItadMi. H,oppi' of lbTD90mittldtit OfiaTnscudtfiylty.m!gt,hshilsoMudh0lsWIliLa m1mol.4yal a80083 asrilspDes:sa:trdreattu.i'ulsselmthheTDDMfit j,Wttsm1;*I!•lietsttutklfigdtqaMSderyiza�ttmt{r(SfpNstxd4JTMWSegneTe—d'.FusSlitAat_letlktius0arrpeas:aiestsdt+dud'ItT!tssDetlptr,TrKSDet�t6�nglTrns6'aulth:er,ahse 4451 St. Lucie Blvd. tlnMse dditdIla 51,od ri5edaptt 1.mDg lr 0 ptn:e lec?tee BeTrtss retlp Estaw is NOT t!.e 10.1 Dts( er,rtTrns Sp. bl ee tl or anl5ti. dll ccd'" sMh;as ueas deYmed la1141. Fort Pierce, FL 34946 (optlighl02016A-IloolTrussts-AnthanyLTombe111,P.E. Eeproducionalibis document, inany form, isIprahibAedwithout the wtinenPermission homA-INaDITrusses- Anthony LTomboIII, P.E. Job Truss Truss Type Qty Ply WPRHTFA J7 JACK -OPEN 20 1 A0012875 Al Roof Tnssses FnA Pi— I:] 3dgdR �o�t n 1t Job Reference (optional) g @a russ.com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14;40:21 2018 Page 1 ' ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-hO2w6w4mL7oNSyzHLGrOkrtr oTTtBgxJaXkbgzDwze 2-0-0 3-5-4 6-8-8 7 2-0-0 3-5-4 3-3� -3-8 Dead Load Defl. = 1116 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 0.57 Vert(LL) 0.09 6-7 >799 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.14 6-7 >537 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 5 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MP Weight: 29 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length) 2=1-0-0, 7=0-3-8. (lb) - Max Horz 2= 263(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 4=-110(LC 12), 2=-212(LC 25), 7=-135(LC 12) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=300(LC 23), 5=292(LC 31), 7=783(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-310/62 BOT CHORD 2-7=-351/246, 7-11 =-351/246, 6-11=-351/246 WEBS 3-6=-316/451 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II;.Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-C.Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch.left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.I 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=110, 2=212, 7=135. 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 YNral,{Se9te:'vi?aPRtuuYtit'E EUFTIDSSES(S+1SFr'u�fl!(1(U!SA(DNDIf}1ES'CSiCM;!!1R1;f([EgsPUDEs!.°ET'fernTN$yfePg Fattus id ted u!es nitusals De14e Dwiy DDtWhf lE'kRtfj(1A11 Di.r,T.ld`NtFtf$ltli{t(ttfatt.Gfi`t?19�ttxR!t(Gttf LBfttT:'D, illr kiTeltstsfttirllNts sEsffle ,elMfl: l!"fl{P9t41i 11u(rest Ctzmryitllr(le„Sltra'kfnl 9!N11kestd..Ir'itfrflms..gt.Nt9!$4p+f s,i[fetn;> 4"geNpeuz!4I1,!kt$:tilt i!i,dill$',wsi!l!cgn2tl431,h,fdNltH. �: lttllF HR4rl05;`�NL-N1; uki�hh ufre&15slnsslNQpHtAal!s nsleasd6tow,E+tD=terit+!Etud nutn"''i+T 0"ipKu Gt u�irdfif [toil[K dN W billnl ush a>1tNd- . Thgpoml 01WWill fidt.ste(tillass; IN!eilWq, fIrsnjss1S„O-cd V."V."iEdIEiA?1;E8SRII.'.(91 Anthonynthony T. TO(nbO III, P. E, i- ' tivpdra D'ti uof(ifhaltr.11laaest+IfNa!Eel"v:edttt ecxisu! au:.eesdPaEr.!G ( a+NSeM Mett:azn S r .E ' 80083 ! - r p r" e! 9mr ! )pstEf{7 NflSMkaettfxtm!(xteNFllnr�r R4Sf- at0ettspiNSlrScsWllit dMlriNws:gaN;'tessCeu�(egeurafTrssNale:zer,leess 4451 5t. Lucie Blvd. tRtn!;{prod Ere(n49:l igi?ei tr,9rcnLhi{pa'lwl(es ii?trod. iFi i+ns Otbp Fy:9N!:it 16i Gt rN'11wl Des4ttr.f:itnsSrslw EgittNdnr{tldy. LetlDdi::l @EosatfsfifiFd itT%1. (oppijbf02016A-1lout Itusses-Arehoey1.TombeIII, P.E. Replidurflon at This document in coy form, i's plohibitts! withoul lie WIND Finmission from A-1 loot Tiusses - Wholly I. Tom -be III, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0012876 WPRHTFA RA JACK -OPEN I 1 1 .• Job Reference(opfloral Ai Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 4x4 = 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:22 2018 Page 1 ID:uM NO(8M FQzgGeYlmYwngyHzGc8X-9acJKG5O6RwE46XTvzMFG3HONClxce24YEGHRGzDwzc 7-0-0 6.00 12 1.5x4 54 3x4 = LOADING(psf) TCLL 20.0 TCDL 28.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.52 BC 0183 WB 0!19 Matrix -AS I DEFL. in (loc) I/defl Vert(LL) -0.16 5-8 >509 Vert(TL) -0.25 5-8 >330 Horz(TL) 0.01 5 n/a Ud 360 240 n/a 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 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 loads. BRACING- 4)' This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied. rectangle 3-6 0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied. ! 5) Refer to girder(s) for truss to truss connections. MiTek recommends that Stabilizers and required 6) Provide mechanical connection (by others) of truss cross bracing be installed during truss erection, in to bearing plate capable of withstanding 100 lb uplift at accordance with Stabilizer Installation guide. joint(s)1, 3 except Qt=lb) 5=117. 7) This truss has been designed for a moving REACTIONS. (lb/size) concentrated load of 200.01b live located at all mid 1 = 379/0-8-0 (min. 0-1-8) panels and Iat all panel points along the Bottom Chord, 3 = 119/Mechanical nonconcurrent with any other live loads. 5 = 265/Mechanical 8) This tnis's design requires that a minimum of 7/16" Max Horz structural wood sheathing be applied directly to the top 1 = 215(LC 12) chord and gypsum sheetrock be applied directly to Max Uplift the bottom chord. 1 = -95(LC 12) 3 = -90(LC 12) 5 =-117(LC 12) LOAD CASE(S) Max Grav Standard 1 = 441(LC 23) 3 = 119(LC 1) 5 - = 378(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-466/260 BOT CHORD 1-9=-560/466, 5-9=-560/466 WEBS 2-5=-533/640 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a Dead Load Defl. = 1 /16 in PLATES GRIP MT20 244/190 Weight: 28 lb FT = 10% et:arp � nt+:tarit,rnrrtru. t�•sa nD, nlnssr;(ursl, as�(nu+s a maanoss mm�� lnn•; un(a�vatl(Ni (tl'E rl,'d� d�ajt ltlt3Ntf5 t3i R'€ AN3S N IkSIlEt3 DHF] illP@j;n�;t��elasNrt raast c, t r.satlt�t lsta:t lK:. Darts tntr.at tmt€ tt ntrDD,�, s U1itYart:»tp4r saai f:ate€UrmTDD lakrail. sselress Dtsyt Etp!ae((e.S,w:ialy Gtlu!!;, ±stanorNOnirneat¢rm :eatle paessina tu!eFerut3etrntilJa('a: Nt its!prams:trtruss€pilda lit TDD t!y,rae W. tr3€q mtEtlp!ms:!r yuvanm,smtu!ry Anthony T. Tornbo III, P.E. rl tsed2s TnssSttq id!€up!stierespntlYlAtamD.iEem D.misrrravtJ Ej'tacl#iNIGEp Desipnt,®mmMNdfie lK,tf:ii!mlde bralaYhpalt¢dltN. ile tp,mtAdlle lDD arl nr&n ntaht rnss.ivJt6gpad"t t4:ge, hshllaue a€tnta+, saiikl Y�re!patil!dpa c80083 ' mM:lap Dedgae!td QCrar.A!!nRiuta3llettelOD ally pio]nesmlp.ilNir:s role tnlGq (rapaM satry la`tmtate(KL!ptltislxday 17i m1 S6U trerNNlxt€(n pevmlpm'€rat.lPHltDas3an:ptm:s'J3its¢d�!i!Sailelttss Dtaptenrtess 8esrya fenmpin;s gaaaeh:eca!ess 4451 St. Lucie Blvd. rSttNtr lantlapa(larm rped tpteuaritigly dtptrt:et!m,bei rheTnu Csna pajutetBAClmaa`lap Dttiper,tllnss Spshniapitterimpbnl5ap. All ta+1atd4rm rem dam€ nRN. Fort Pierce, FL 34946 (oppiihi02016A-Iioafirusses-AnibonyLlumboIII, P.I. ieprodudionafthisdommenf,inany fotm,isprohihitedwitho lfbeatiffeapermissionhomA-]loolTrusses-AnthonyT.Tomb 111,P.(. Job Truss Truss Type Qty Ply WPRHTFA J8 Jack -Open 3 1 A0012877 Al R 'I Job Reference (optional) 0o cusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:23 2018 Page 1 1-8-12 ' ID: uMNtX8MFQzgGeYlmYwngyHzGc8X-dmAhXc61 tk25iG6gShtUpGgDUc94L6W EnuOcftizDwzc -2-0-0 1-1-10 7-4-14 2-0-0 1-1-10 -7- 5-8-2 1.5x4 11 4-8-11 1.5x4 Q Dead Load Defl. = 3/16 in N r � O W L6 I LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/clef! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.44 Vert(LL) 0.16 6-7 >562 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.32 6-7 >273 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) -0.06 5 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -AS Weight: 36 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 245/Mechanical 2 = 614/1-8-0 (min. 0-1-8) 5 = 134/Mechanical Max Horz 2 = 275(LC 12) Max Uplift 4 = -166(LC 12) 2 = -191(LC 12) 5 = -40(LC 12) Max Grav 4 = 245(LC 1) 2 = 614(LC 1) 5 = 297(LC 31) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-653/375 BOT CHORD 2-12=-764/736, 8-12=-7641136, 3-8=0/309, 7-13=-273/263, 6-13=-273/263 WEBS 3-6=-355/369 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf-, BCDL=4.2psf; h=25ft; Cat. II;,Exp C; Encl., GCpi=0.18; MWFRS (envelope). and C-C. Exterior(2) zone; cantilever left arid,right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=166, 2=191. 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. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard . Vnssp-F!ro;elssrPyila!ntp�rte'!i;IWEIIC;SESn1iEi'f.EE'kl!!IflY.ii:DX67}5Y{((ZTGY!tURrjA.Ti9iPl[GSUE51'feta rtrh, laelapreaeusn!rndu4sPRishas Desaya Irr.iq OGtea!!u}t'l7aj t.LaN Gi,P.E.Is`enn iieetlpMre ns. wtsmu..iu s1efN ON1011, Ply NRetrmsadsr plots Ilait PAf;,N than 1,461 As o lnP CtrmEyi arii.e.ipe!eiyEaya!P}pe a dacay l:'G 1,rm, . -plasto IS4dP11p el.Y-Stills fiPS a:ym"NIN ult, win II ThIit'lit Psnr.iM,IpJin}Y.G'hlP.1p"d Illy ��p� T. Tornbo Iti, P.E. oat tsett itislris iv say R: ishnsisos.s-'�ysftie Cray,he.Orsn's}itlP.[etryNH�a{rkghi�.;,itfi}ice:pCEflhttC4!M.td@t lnpl Allfng;tlt a>attl-I, Dsgtmodr�l:9 epiP}hdlPpRgp in}5, +7 aluy. ifagp;k;k'xtiP¢lbrtitp tls0 }e P3n:}>tsilil:.f0. Y ' KaaauG::i HP}Etm«a{.ulW.ofsoa'PT.^emtee m,W ei'� 011oo,at (axPrasthlsloParm s 80083 1 P ^• N Eo t K } iG` ijptiLslNitiNpHE4(Aee::fsreeMlvput!d'piaexe i'41dt.?ft}e!tipNllElli:`p{pjaa7y10I.'SlTni!G/{:Y,ete1{SCi31}iE/giPHaa�M3SN9&iIGCtt,AdpiS 4451 St. Lucie Blvd. oH!shi defwtlye(Phuasgpel tpaan:S@3ky syafus h+eM1et: ili Siss PpppLtaeH.i{�Oi 6eloiliey GPiEp<r.p:lrntlniem Egipadm, U.Mf. tapillial Was apn tfuet M&L For, Pierce, FL 34946 '� (OPY6.9fa V 2016A-1 Roof Trusses-Arlbeay T. Tnmbo IIL 1`1 Reinoduslaoan! This dommen4 is any form, is prohibited without the arillea permission (tow Ad loaf Losses- Anthony Ussmbo llll, P,E. Job Truss Truss Type Qty Ply A0012878 WPRHTFA J8A Jack -Open I 1 1 e Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com m 4 0 Ruh: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:24 2018 Page 1 ID:uMNtXBMFQzgGeYlmYwngyHzGc8X-5zj3ly7fe2AyJPhsOOOjLU MGYOQJ4YvNOYIOV9zDwzt au. — 1.5x4 II Dead Load Dell. = 3116 in LOADING (psf) TCLL 20.0 TCDL 28.0 BCLL 0.0 BCDL 7.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014[TP12007 CSI. I TC 0.86 BC 0 83 WB 0J17 Matrix-/'S DEFL. in (loc) I/defl Ud Vert(LL) 0.19 9 >453 360 Vert(TL) -0.35 7-8 >249 240 Horz(TL) -0.23 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 37 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) T2: 2x4 SP No.3 Vasd=132mbh; TCDL=5.Opsf; BCDL=4.2psf, h=25ft; BOT CHORD 2x4 SP No.2 *Except* Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) 132: 2x4 SP No.3 and C-C Exterior(2) zone; cantilever left and right WEBS 2x4 SP No.3 exposed; end vertical left exposed;C-C for members BRACING- and forces & MWFRS for reactions shown; Lumber TOP C RD DOL=1.60 plate grip DOL=1.60 Structuralwoodwood sheathing directly applied. 3) Provide adequate drainage to prevent 'water SOT CHORD ponding. Rigid ceiling directly applied. 4) This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection, in loads. accordance with Stabilizer Installation guide. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 316-0 tall by 2-0-0 wide will fit between the 5 = 641Mechanical bottom cho�d and any other members, with BCDL = 2 = 614/1-8-0 (min. 0-1-8) 7.Opsf. 7 = 316/Mechanical 6) Refer to girder(s) for truss to truss connections. Max Horz 7) Provide mechanical connection (by others) of truss 2 = 235(LC 12) to bearing plate capable of withstanding 100 lb uplift at Max Uplift joint(s) 5 except (jt=lb) 2=207, 7=139. _ 5 = -35(LC 8) 8) This truss has been designed for a moving 2 =-207(LC 12) concentrated load of 200.01b live located at all mid 7 =-139(LC 12) panels andl at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 5 = 64(LC 1) 9) This truss design requires that a minimum of 7/16" 2 = 614(LC 1) structural wood sheathing be applied directly to the top 7 = 406(LC 32) chord and'YV gypsum sheetrock be applied directly to the bottomlchord. FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. LOAD CASE(S) TOP CHORD Standard) 2-3=-366/117 BOT CHORD 2-13=-308/255, 9-13=-3081255, 3-9=0/332 WEBS 4-7=-346/400 NOTES- 1) Unbalanced roof live loads have been considered for this design. i'tnay Punt 3f'uyVi Lsft.tie'1;IDDT 10SSES; OfUtTEWtT9DT S1115TOlijUs[IBC:G7ilEDF.Y:rid5-ah*A:yPj—TVSWI'lleelfseetlis rasIdlaeiseef)line no. M5S0.riss SV.4 amrwo,ui! Nilti teaitRt4yidla slf:i It ntLip(&IDD6yE 14=iL AseimSDEip'.ajl:tfilt., STEna!yfajAlGl,ttl stdotal N.jASt34 andttlrrl.Anthony T. Tornbo III, P.E. fLC tfedlilt T!#}ISr t£f t4;!dayis n;Ttnsn ydYLDW!,fit DYaisLLtbridged Lr:tW&gDmi.,n6,1W.4 d th 114df V ad& W1 sn3kjues WWI. 80083 ' IiLi¢iidutL4t1¢HmdGtlrA]LLAlIN7tftdlAUt.6.'1"v9vdtdYp)LCUSttirti4Yft6ftEe64=1Gkg(a3pnd$dtt(hht&@:04�t;SijpSl:situ!tila43h1ereftfxntdlxsLu'aipie�t.R41le!ostf34tttq>svtII LSCidddNSd:93TtktfDllMLKeiASIDtS�13f11g1EfAdilfSfi�iidLL�Rn,Wif53 4451 St. LUde Blvd, dettsiss lduedlyeGearl Lpn/tyLa if rcig6ysi pafin hnLd.':itlassDesip Ey'usas tpT fit ikifl6yDesigtt.a ifns STshafLaskadn}Iuifq. Ltyilsl3;.�i lt;asausldtatlu7%l. Fort Pierce, FL 34946 (epytigbiC2016A-IRoafprosses-bnihonyLlcmboIll, P.E. Reproduction of thisdunintol,inany latm, is. pinhibifedwifboutlhewtinenpesmissian)tomAiRoof Trusses-AnlbonyT.TombnIll, P.E. Job Truss Truss Type Qty Ply WPRHTFA J8B Jack -Open 1 1 A0012879 Job Reference (optional) �ayie✓n:uu,,.wsss Run. o. fzu s Nov -tz zu i r Print: a.izu s Nov iz 2u1 t Mi IeK Industries, Inc. Tue May 22 14:e40:24 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-5z)3ly7fe2AyJPhs000iLUMLVOQ74YGNOYIOVgzDwzt 2-0-0 1-812 4-0-0 7�-14 2-0-0 1 8 12 2-3-4 3 4 14 1.5x4 II 4-0-0 4x4 = 3x4 = Dead Load Defl. = 1 /16 in 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 0.55 Vert(LL) -0.17 7-8 >522 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.24 7-8 >363 - 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.10 7 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -AS Weight: 37 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except* % T2: 2x4 SP No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 161/Mechanical 2 = 614/1-8-0 (min. 0-1-8) 7 = 220/Mechanical Max Horz 2 = 173(LC 12) Max Uplift 5 = -87(LC 8) 2 = -214(LC 12) 7 = -59(LC 9) Max Grav 5 = 161(LC 1) 2 = 614(LC 1) 7 = 350(LC 32) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/453 BOT CHORD 2-13=-578/526, 9-13=-578/526, 3-9=-10/257 WEBS 4-7=-282/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7 except Qt=lb) 2=214. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Yaay �Rmse3P?uplgtBke Re'g igg£ 7IUSSESrSH:Fe'h. �AElAIF:Wg t r04k'TxY$ (@iiiN(tURI'1ACrl7Mir0£4i51'ka y"th, Ns:�gmPrPt=ai Hrrarvdes HRis rms DMge ktry(D[?ar4 ss!:mrT.LntP @,tl.ItsetieSfeel ltgnt Hs. la'eH eae?yise sMKPafti 730. ulr bi?ets�e2t gteles stdlNestlMtte Fh)hlnNiA Asegteu �iagistHlit, Sgtci'ryEnmdl, IinePfweerltJupeitC3C1Y1fgiLBli0.�t g!dHinP4 PdjA!PI'A3lHg4HSik'thIP11E3QSUry trRi YITIt F1%S dtgi',UuN$d?gOPE1t,IQrt(IgtI.15: rHIgPHSF3T`3�JS:IF3'fSW.'EFf; ftu�4$ii1J Anthony T. Tombo III, P.E. 'ureseAflisrrtsslxszyrr ag isle n:gsas5@t+gdtM C-eete,titgrPtr'se+�tnktlyNa46r.#eg t,ipr,hhPurtda!IStstG@eltiaitle laPl mUuq:edsmf?r61, TN Pggmd x+4e?eI.101 hdrntdA, Tnss, W"4avaj. s! m:I;;u:ene Mdkung Ad it P: n:pasiti6stc'. F 88083 he lsilrugPHi¢vnP!{ema7u. tg asks stlMbtne ii9 treke gremm¢algsKt!aHdtEsra:kegtasgtottlgehft ldPssm>mRSLpil:ckit. ifletlSFCt ue s�`xnnr.'�vguerdgeirPae T!tlltSatsLIPHSDtu�gil.":Hcd d>ties Pta rnss 7tc:g�e,inH Les�tt regiPstt and?n35 NmafPGxer,mltss tuH.itMnfi etxu ed aprr 4451 St. Lucie Blvd. • PP ry lis; gaAits k!tlPti. RtSHs PHip Eeieets is t7[oP rdld"rig Dtsiptr.e:?msgnsea ryiPsadnl Nagy. is+y lc:slaatatnetfate iP?Pi. For', Pierce, FL 34946 (opyrigblti2016A-IRoof lmsses-ArtbonyLtomboIII, P.t, 1epscdunionolthisdosoment,innorfasm,iipsahibitedwilhoutIkewsittenpetmissionfromAdRoolltusses-AnlhanyT.IamboIII,P1 Job Truss Truss Type Qty Ply A0012880 WPRHTFA J9 JACK -CLOSED I 3 1 Job Reference (optional) Af Roof Trusses, Fort Pierce, FL 34946, design@altruss.com t 3x8 = 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:25 2018 Page 1 ID:uMNtXBMFQzgGeYlmYwngyHzGc8X-Z9HRyl8HPMJpxZG2a6vyuhvZ4QrKpzCXECVx1 bzDwza 4-3-8 1.5x4 II 3- 6.00 F12 1.Sx4 8-10-0 4 6x6 = Dead Load Defl. = 3/16 in Plate Offsets (X Y)— (1.0-8-0 0-0-6) 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 37 Vert(LL) -0.24 4-7 >426 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0153 Vert(TL) -0.41 4-7 - >254 240 BCLL 0.0 Rep Stress Incr YES WB 0129 Horz(TL) 0.01 4 nla n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -AS Weight: 41 ItsFT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 478/Mechanical 4 = 478/Mechanical Max Horz 1 = 270(LC 12) Max Uplift 1 = -121(LC 12) 4 = -258(LC 12) Max Grav 1 = 504(LC 23) 4 = 504(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-609/330 BOT CHORD 1-8=-685/588, 4-8=-685/588 WEBS 2-4=-6621771 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C.Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed:C-C for members and forces 8F MWFRS. for reactions.shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This In 20.Opsf on rectangle c bottom chc 4) Refer to 5) Provide to bearing joint(s) exc 6) This trw panels and 7) This tru, structural v chord and the bottom LOAD CA Standard s has been designed for a live load of e bottom chord in all areas where a -0 tall by 2-M wide will fit between the and any other members. rder(s) for truss to truss connections. Fychanical connection (by others) of truss Ite capable of withstanding 100 lb uplift at it (jt=1b) 1=121, 4=258. has been designed for a moving load of 200.01b live located at all mid t all panel points along the Bottom Chord, it with any other live loads. design requires that a minimum of 7/16" od.sheathing be applied directly to the top ' gypsum sheetrock be applied directly to I Viosof-Fos, I:nse ndt.ne7,u:Orleersonniuslea0 N 1D, Edr MOetttmtfxrllln sk'Itetfkfatx le3lEtelHid AS olnas 6e:ipEafalr(t., SPefio gEgaeerl, lte Sed sE 6Jltq"Ifutri E3Vlfji tlddef:dflota fgfflffi;g !hsfssiTEdaes»3ItT!ns iq[dtfW!ktrOatdt, WK 110. Et'{e51ft Iss r-,!,dq Rf ins'Isod!Ilt Anthony T. Tombo III, P.E. tEd ssedNdslnss lsttztktikq is3trny!asi'r-�lydhs CrxEl, hs Oxaf't EEdttinl gtdsrsstt=b;'ti;x,h Its Wig ddt 11E11Rtladt&;wd triltur sdeaf�TEW.Tot gponl d'.a1O4tt;elfislts.201,Nij.14')ta3dur.480083 ' hlttilfiEffilS1E0.2f mr iidfA1E,. d11 mlt, td Mgiti Tr lfd tttplCFtl tkd yntsmtidh}{Fi �Sp}IteEd{flEif ldnstnd l:{l�ry}LiltJ ti Tn l4{i{it Nt lFiHtE(OCRIme"i IIIl fe.,nt!Eilillllll:':SS GtT{�N1 dn!TFft3 DulpN,tIMi Gtmp EErrttH i9d ilnf itildEdtns�lpf � 4451 St. Lucie Blvd. sllsni;i/dneltysfeedr.F spedtlEtu•r_u3ty rilclin pnl!N. 14Tm,[asip 6rrter: is kOi tic ldldhr Pesiras.r. TmtSydeaE �iwwdtg fEilfiq, Ll uiilatief 4ta, atndtfied is TR 1. Fort Pierce, FL 34946 (apytifibiv2014A-1Roof hosses- Anthony LJombeIII, P.E. RtprodadionofAildommeal,inanyform,isprohibitedwilAaolthewtirloopesmissionfromA-lRoofTresses•Amhony1,Tom6oIII,P.E. Job Truss Truss Type Qty Ply WPRHTFA J68 Jack -Open 2 1 A0012873 Job Reference (optional) i muui i russes, run Pierce, FL 34946, eesign@a-irruss.cwm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14;40:26 2018 Page 1 ID:uMNtXBMFQzgGeYlmYwngyHzGc8X-2Lrp9e8vAfRgZjrE8pQBQvSbxp67YUOgTsEV21 zDwzz -2-0-0 6-4-14 2-0-0 6-4-14 Dead Load Defl. = 3/16 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.94 Vert(LL) -0.16 4-7 >481 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.31 4-7 >242 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix -AS Weight: 23 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 253/Mechanical 2 = 563/0-8-0 (min. 0-1-8) 4 = 68/Mechanical Max Horz 2 = 244(LC 12) Max Uplift 3 = -172(LC 12) 2 = -179(LC 12) 4 = -2(LC 12) Max Grav 3 = 253(LC 1) 2 = 563(LC 1) 4 = 255(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=172, 2=179. 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. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. LOAD'CASE(S) Standard trmwry llnse dmrgtlrrttiextk'A1 r00i i1JiSEyi'SinECl, 6yA9At nINf6[DM'i11DkA(DS70Nj r41n')eteADisiEDGNFAi'luax TnNrlesip iereoaers ead rednsis rvtfistass Dnj+sDrariy lR9j.4 Ih Artur1.Te W!F.e.ramene Si'lh.,. mt Ddessatlenisr slddaa"ITDD,asly NlTei<nrmslrr p!ams sill NaseihrIk TDDI, N, !LAs,Trns Desiyvnpsenp.e.5,sesltDr Beaus vme seanay1110 m{seseMaa¢} eagle rranilntlewas!:iryr!gxul0Ay6r me ln!yadlles!ePeTnu iey a4¢tre lDD aly,wldl?Fl.lts iniya mnnpnrc.led:aycn6nxs,smdltq Anthony T. Ternbo III, P.E. cd nedtia Tssshr ut tdlliry is lYe resyxsililnjdPeOnrr.tce 0n I'mAnDnInirlte rnlliry 0esiyrsr,®tte nahndris lR[,8r'u't ssl Me lrnita'Rsg ole nirdl. negynsrtaf lletDUa>1nrBeld medfie inss.wdrfir{ka7ik}sa:rye, bshlldin ad grtirg sSali:+rix resyytied:hd s$0083 ' INh*q Rfs!r`"tacaMfa:.10tl!ef setar!31le TDD r�ln rfAf[110ipledneS dsle pllMq le�r:uM Srkry ltornsuaesR61,!pNis&d4)ttIIdSN.l ese:efd:xeAfil gelnL a:lmce TrO 6auS83fesµosil3;tieSWEra d>•sl!rss Auyser,Less BesiCByirx®srnss@mir:m!ey w!ns g451 St. Lucie rtsMuldiari 1To6t:�grcsd epvbvaDay IrdlrMms hsaset IleTnss Gesl,�rgireer is AOih Imlay Deslpe,rrinssyrv:a Biueerd®t5niffiq. AD rgD'n:A4ros rreas lamer loirTi. Fort Pierce, St. Blvd. (opyright©2011A-linollrusies-AnihonyT.Tombe111.P.I. Eepiodudionafihisdomment,inany Win, ispiohibitedwitheutthe written permission homA-IIIaolTtusses-AnthonyLTomboIII, P.(. Job Truss Truss Type Qty Ply A0012874 WPRHTFA J68A Jack -Open Girder) 1 1 ., Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 2-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 28.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 7.0 Code FBC2014fTP12007 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 6-0-0 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 Quide. REACTIONS. (lb/size) 4 = 255/Mechanical 2 = 618/0-8-0 (min. 0-1-8) 5 = 90/Mechanical Max Horz 2 = 244(LC 8) Max Uplift 4 =-158(LC 8) 2 =-189(LC 8) 5 = -20(LC 8) Max Grav 4 = 255(LC 1) 2 = 716(LC 19) 5 = 286(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-415/63 BOT CHORD 2-10=-54/254, 6-10=-54/254 WEBS 3-6=-88/416 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60_ 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:27 2018 Page 1 ID:uMNtXBMFQzgGeYlmYwngyHzGc8X-WYPCN_9XxzZWAtQRhXyQz6_gBDY3HvopiW 26UzDwz'f 3-3-15 6.00 12 3x4 3 A W 10 6 11 1.5x4 // 5 3x4 = CSI. I DEFL. in (loc) I/deft L/d TC 0.65 Vert(LL) . -0.13. 5-6 >567 360 BC 0.51 Vert(TL) -0.30 5-6 >250 240 WB 0.16 Horz(TL) 0.01 2 n/a n/a Matrix -MP 1 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3L 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to igirder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=158, 2=189. 6) This trusts 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, nonconcur rent with any other live loads. 7) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 246 lb down and 20 lb up at 2-0-12 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 +1 Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pig Vert: 1�=-96, 5-7=-14 Concentrated Loads (lb) Vert:67-80(B) Dead Load Defl. = 3/16 in PLATES GRIP MT20 244/190 Weight: 26 lb FT = 10%[, I Gudq.Pie¢si tiunjhJt'reliuetje'dd IDDf Oo'SSrS ri((lG16a9jCfE1NS8(DA(AIIDM1S (DSIDI#j R(18')A(rYCA:EDiYEMi Ixz. juifj A[siptoiadmiad rec(eN[s aat3i;lr[s[Be:;ahariatjSf4;[Ef Ik Artlurl.laaja ht rE lduexe Sles�te':{�K[. Ddnsith!.ise Asldietle lDD,[a?t.. faktou[mft:[ks s5sl: to KelU[Ik IDDlak 01 A[ei!rs[ D[sill kuttr(e,S.sen[D+Ddweotk utl itaiyM[etr[sWsmmprna[i 14 FnS[Ssti[d [LjJK'Iti (eSt.Kli 5vIt, dn!j¢dtteS'00Msshpcni it fit TDDoill.Au W1.itel.jinnoiS.n. la ota[Untis,sm[itlry Anthony T. Tornbo 111, P.E. WDSa[itS:Slisisfi!uJIMI&jISlkr[SjinUity 1IN.1[D.[r.IkD'H1ISi:eS'RfIFjW AIiI ILN IIIj D[Sljmf.dik lal!!'"dtu DDIRI.➢,rr idlit 1DD ndn. Win, d6[TmS,W,6glsAika.snr¢j[,iuhlo-ti[v a¢d k¢rsjs4>likiawjvrid:yat 280083 ' Ikaieo-ew.ara[>rss[iatzasmomiktmaes sj+adnis[In[en16q(aeµaWSdejhSm7aR(SI}tHistetSjMoSSISI(Awrefuec[ffupatrOpdan-IME[5�i![rapes;scrosead,:sra[innoenpu,tn,Denrj umj(nsaruir[f,a.a 4451St. Lucie Blvd. dir Dist MUIla09!ed spdOjai It rahij It dl jois Fort Pierce, FL 34946 CaptTigbi02016A-I Roof Trusses- Anthony 1.TomboIII, P.E. ReprodutionofThis dommeni,inany form,isprohibhedwithcutthe wrinenpermission from A -I Roof Trusses -Anthony T. Tomb 111,P.I. Job Truss Truss Type Qty Ply WPRHTFA K01 G Roof Special Girder 1 1 A0012881 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:28 2018 Page 1 ' ID:uMNtX8MFQzgGeYlmYwngyHzGcBX-_kzaaJA9iHhNol?dFETfW KX4XdroOOczxAjbeuZDwzX -2-0-0 1-10-8 64-8 7-4-14 , 2-0-0 1-10-8 4-6-0 1 1-0-6 1.5x4 II 4x6 i AoA — 1.5x4 11 3x4 = 1.5x4 I! Dead Load Dell. = 118 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 0.35 Vert(LL) -0.16 7-8 >434 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.26 7-8 >269 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) -0.08 6 n/a n/a BCDL 7.0 Code FBC2014(rP12007 Matrix -MP Weight: 45 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 132: 2x4 SP No.2, B3: 2x4 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 7-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 273/Mechanical 2 = 267/1-8-0 (min. 0-1-8) 10 = 264/0-3-8 (min. 0-1-8) Max Horz 2 = 133(LC 37) Max Uplift 6 = -127(LC 8) 2 = -184(LC 37) 10 = -289(LC 8) Max Grav 6 = 409(LC 29) 2 = 294(LC 30) 10 = 801(LC 23) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 8-9=-41/332, 3-9=-299/185 WEBS 4-7=-259/140 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II;.Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber,DOL=1.60 plate grip D.OL=1,60 2) Provide adequate drainage to preveht water pohding. 3) This truss has been designed fora 10.0. psf bottom chord live load nonconicurrent 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 bottomchord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)'except at=1by 6=127, 2=184, 10=289. 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 328 lb up at 1-10-8, and 127 lb down and 72 lb up at 3-0-12 on top chord, and 200 lb down and 48 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) . Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-96, 3-4=-96, 4-5=-96, 9-11=-14, 6-8=-14 Concentrated Loads (lb) Vert: 3=183(F)16=-2(F) �afi�j•nttk talkji!f tFttt. ee'A m�jnmslstsa+�'„:,?nlllEuss a Icirarlaesalrex hlildA }acuomusu:dr ittH. 1Hd! N4 C jBefNH7 a! fa! It1lt kYtl4 rgsf /tSlj1 Getie➢� p(�� p!S? lb'.4Rtf ).Bile I3.r;. itettlfe lletii[IUe eY.. I:t't;19�t!Yi4t ttEitd W iE/r0.911r AltitilRtkatt tliltl SkiIt It Fitdiaflttr hitlRit IsaWS9"pFyan4(Ir Sjt14LM [T9!HI.Ilt ltv'ttt6r l 1'"st84marsijtaadde"ttilxNifAlHItISItHIWILih!¢fhtdi'eitst, skjItfins d riltdia20,514mif IN. rk f:l,fE umfitas. kdjMOM, w!t_Nti Anthony T. Tombo III, P.E. eri nrti ttli iossla mR'r fajisMoljoeik!s7dfit 6wkyfti Dsetiskl4H ndipenrtktdF':&qCtt:,sH.hrttftetxd,lit IlGtie IlCadtle Ind aoilhaj x4 a1lrH t. Notjnul OVD).4ktfidd ntilAt Toss, udolxjhsithii,ftgt,ii5vieia ad imty slid it sit n/pi4i6iltioS n9nar at4i tlmddldohl.d 0 141tMEkjM6dSt.ICAt11! i 80083 P r ryG.*.nid564atGtjCtidiatlSdtt, ldat:em(tlitpitEt3tli!`.tiulStiA ketGHtntl:�lt�:drrifata TtN 9!'mftlt o:ruf,iif"kmil.tusdtit i:utN4:aH, ilnl Ctujsrejmeu mlinls NasflGxH,mts4 4451 St. Lucie Blvd. tlstlxi;t ddatnjllaarl eyetl Fja io �ni'iojiyo pcliel iinhtl.i§s lass pedp&pktrlt M9ifelFNdnj Ptlijieeal io4s Sjstem Gj:aHdmhtilatj, !'tajildittiltml eo kieheed itlfl 1. Fort Pierce, FL 34946 (apltig5l,". 2llIAA-lRwt6usses Antbanyi.kmbolt1,P.E. Repiodotion a] this statement, in any [aim, is piahibittd without the wilijien pejesissiou from A I loaf Ijusses - Anifianyi, lornbe III, P.E. Job Truss Truss Type Qty Ply A0012882 WPRHTFA L01 HALF HIP 1 1 ?. Job Reference (optional) Al Floot I trusses, roR vierce, M Au4o, oeslgnLa-Itruss.cosn 6.00 12 1.5x4 3 i 2 �1 4x4 = LOADING(psf) SPACING-, 2-1-8 TCLL 20.0 Plate Grip DOL 1.25 TCDL 28.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 7.0 Code FBC20141FP12007 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 *Except` 131: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP No.2 BRACING - TOP CHORD 2-0-0 oc purlins (4-7-4 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. WEBS 1 Row at midpt 5-8 REACTIONS. (lb/size) 6 = 927/Mechanical 2 = 1162/0-8-0 (min. 0-1-8) Max Horz 2 = 328(LC 12) Max Uplift 2 = -3 02 (LC )) Max Grav 2 = 1 62(LC 11) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1524/992, 3-4=-11401739, 4-5=-957/779, 5-6=-870/733 BOT CHORD 2-12=-1 195/1288, 8-12=-1 195/1288 WEBS 3-8=-423/485, 5-8=-831/1010 NOTES- 1) Unbalanced roof live loads have been considered for this design. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:29 2018 Page 1 ID:uM NtXBMFQzgGeYlmYwngyHzGc8X-SwXyofBnTapEQBappy_u2X47G 15z11169gT9AMzDwz%t AIR 1 r A-n 5x6 = 4 12 8 7 13 3x8 = 3x4 = 2-8-0 3x8 = Dead Load Defl. = 1/8 in 5 6 4x6 II CSI. DEFL. in (loc) I/defl L/d PLATES . GRIP TC 0:87 Vert(LL) -0.27 6-8 >725 360 MT20 244/190 BC 0,99 Vert(TL) -0.39 6-8 >495 240 WB 0138 Horz(TL) 0.02 6 n/a n/a 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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-i6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 6=358, 2=380. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CA Standard Weight: 84 lb FT = 10% VV,gPnsra+![sjil(!tfnfa't;ICoiiIUSSES(51'Eln Okful U&S t(Ca0,7Gis 0=11111 m'I(Cso9LED"SVIVfve, hinylo,pppeems ut infults at Ads T s11PIp Pe�iy(IDDscdshWWI 1.ir.0 Ill_UIdleeethel hlwtnt. Certsstl5-ist ltrAiashlc0, Ply ALTetemtt�r plvessMllk es IVIi±i6ltnleeuit 7srl.ess Ltsza as'v:er(ss.. Sse; si�suLAt sec'tear R9e!ves imwtests±¢o!A±r!etns nsasv grzspmtir't,hsj+Gsipdmsirssr Uess 4.iLhrn'e17 dr,nlw llFl, tl±dtsissuwsr3m:' email as,<.z!d:ah Anthony T. Tombo 111, P.E. esdrsr a Ail lnss It,erlri'd-s is lien:rtenr':ssdrse ow,Ae ismsah'ised nell.,.tAr:feshspw,ir Nmooftflt 11461 KadsYt lwloolfms tell n11161. Tn rsp61119, WN nil eslltlt t0At inss,mW'e.;br;Inq, ssvne cie"O.edhwcs SitO it As nsptsildy d# 80083 ' I,Wks Wit', mdrPeou. IU Arles of eduh: iCD erAAtsremes to-d q:&r!rcssa'testa:l&egSam}utetSdrt(loSw.�*:caT'SApz:sS±l er lted Stn we sc'w....if !;atnl q.itw.it. 4451 St. Lucie Blvd. vhs�.0 loud h, eretarl aped gwhsr'gtr¢i ggties(tnlrtd. itelrnsPnip Ernety is t@i he kisirs Dr:ipecelrrtsirsfeq EtssCtw'tfn,+saAiie). iIfgiAlitd l„�s wtn(efRteu;Wt. For, Pierre, FL 34446 (aPY1s9b(w1016AIReal Tresses -Arabon T.fombeIII, P.E. RrPradatsiandibis document, inany fmm,is pidibildwilboutthe written FemissionfromAdRoofInsses-AalbarY 1.TOT-he III, P.E. Job Truss Truss Type Qty Ply WPRHTFA L02 HALF HIP 1 1 A0012883 Job Reference (optional) Ai root I russes, Tort Tierce, FL 3494ti, design(aoaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:30 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGcBX-w75K??BQEux51 K90NfV7blcKiRS9UCB000CijbzDwz\i -2-0-0 , 5-5-8 8-0-0 10-4-8 16-" 2-0-0 5-5-8 2-6 8 2-4-8 5-11-8 4x6 = 4x4 = 3x6 - 5x6 = 4x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.31 6-7 >627 360 TCDL 28.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.47 6-7 >411 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.02 6 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 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 = 850/Mechanical 2 = 1117/0-8-0 (min. 0-1-8) Max Horz 2 = 371(LC 12) Max Uplift 6 = -322(LC 9) 2 = -376(LC 12) Max Grav 6 = 850(LC 1) 2 = 1117(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1164/567, 3-4=-1023/806, 4-5=-871 /769, 5-6=795/705 BOT CHORD 2-11=-789/886, 7-11=-789/886 WEBS 3-7=-416/549, 5-7=-897/999 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8[ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been, designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf.' 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 6=322, 2=376. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/i' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) . Standard Dead Load Defl. =118 in PLATES GRIP MT20 244/190 Weight: 81 lb FT = 10% Ylua j •pant tarkiitd!xkaf fte'd; tCOTiWSSESi SR[[1^,.. Efr[tltT[tASS d [DADT!DMS [CSTCx(tU![i" dU1011[DSktT zro. PKOrdeayepmesKKs aei fe{d edit da tEishiss DHlie T%a+igQDDl6driede'kmd I.Taa3o ID,P1. hfKeEL'ilttl Itiare re. Cttttd'aNyiti uCedmdel;0, tela Miid[msef:K rMesSk!t k atedfttSkl[fift It teui Is a Ims Dvts 4aariie., sp," kstefy Hf,ni may TO fegtstus M C[ritm .11bf rdtsiimzeagrnniy tetdmeWj"IK!, ho d6, lbifeTw, hfIN a&TDDn6'"I. MI. uda!eA!ps lmtkr Ml n*,�.n; ditlCiH!, ret gYtf<{117:1!Rtdt tete!'x�{R at gt;[ Itret!tq!fgflfk llt<tIe![.pdt4{le(tI Y+IIG]tKt15*TTPI I. Tk rwil a'4:T Dad eriuUa:tAdf imt;m Anthony T. ' Tombo IIi, P.E. tT! x97 [ t �'. 3 >rt feisgtudlir}{hnpt,ee!a=c5umdkeseijdillkWruyasitit'id ^80083083 sud"7rui Prtiye mdtemntc low"FM 10 ,qt ft!MAH—es ml dmn ONTms 6temK,Tall D r51,1w ad;fms 4451 it. Lucie Blvd. aptr.ist dd'mellT dxSrJ apetd trm it ni'Ig{i c`iaairs hnittl. ikhrss Prsip Egatfr li ADtftlaldnilhs(ietr.e: has Srslemfgf"Vatuaridn .lD udlAlned lava: at rsitTute ialp 1. Fort Pierce, FL 34946 Copyright 0 2016 A-1 Roof Irusses- Anthony T. Tomb 111, P.I. Repredullion of this datument, in any faul is prohibited without the wtinen pefmission from Ad Roof hustes - Anthony L Tomb III, P.I. Job Truss Truss Type Qty Ply A0012884 WPRHTFA L03 HALF HIP I 1 1 Job Reference (optional) Fi-! moor !trusses, rors rierue, rL a4a40, uessynrrud I u uao.wtu 2 3x6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 28.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code FBC20141TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 850/Mechanical 2 = 1116/0-8-0 (min. 0-1-8) Max Horz 2 = 433(LC 12) Max Uplift 7 =-329(LC 12) 2 =-366(LC 12) Max Grav 7 = 860(LC 2) 2 = 1116(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1173/518, 3-4=-1084/809, 4-5=-908/828, 5-6=-891/827, 6-7=-797f753 BOT CHORD 2-12=-852/912, 8-12=-852/912 WEBS 3-8=-553/698, 6-8=-1042/1119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 6-5-8 1: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:30 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-w75K??BQEux51 K90NEV7blcJ3RRdUACGOUCijozDwzV 6.00 12 4x6 = 3x4 = 5 __ 6 8 13 14 7 5x6 = 4x6 11 CSI. I DEFL. in (loc) I/deft L/d TC 0.80 Vert(LL) -0.33 7-8 >585 360 BC 0.97 Vert(TL) -0.54 7-8 >361 240 WB 0.56 Horz(rL) 0.02 7 n/a n/a Matrix -As 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132m6h; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 3) Provide adequate drainage to prevent water ponding. 4) This truss has beerf designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 7=329, 2=366. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASES) Standard i I Dead Load Defl. = 3/16 in PLATES GRIP MT20 244/190 Weight: 83 lb FT = 10% i iHu"ap Pltsx!;n6eritr vile Gt'I-! 100F ttOSSIS" SRTa^„ ({tSit(1EW5 t (gegipUMi (l'3IDs1; rU![t"'da7i1[O.Y.Eir fro. Txdr 1wpjrtnrtflsul!tsi nits ntlisTins 6estp 6t.iep;'Ogte�'a: s!!bit T. ftalt D . r:.!Eerent No hint rst. 22ntde><is! s!dtEa3! Maly Miretmsteaa ridts stt!I ltesedhratlUghlt!dii llalnsr Celia I'd nmTCJ etffititrol alM Trmto!INpr Int.r: 6141s1ge If fit shill Tins itliatda retlN nlr, Will IN, 1lt atlip ss!!:fat: lar.; wNi!,!'!tjm Anthony T. Tombo 111, P.E. nTe!lfla!iTMfltf ta)r>s!dhg!SLt rllpal a!ditl Ctal, ht 0±n1�5 Yan3e(tjmtrat ie'I gt4'y�:LO(3t ita.!geTi}t IS(,&I Rl tfditt lttd nilrWli !tl�Iri p.Tni)pr4i!l �, (etl al nl ntfid/a!!f:!it Tn!s,M! �3! siep. stx�t,a::?:s nmlbvi+q shg Seat respnsud7d 480083 aslaifhpQssiganms6eastn, 19,onsntefa!kR?aedatI.",edpd!LRttdtStrelfx9(as>ntnSfir,idmasmpi`S4ryS`.ddI';FlulSE�Ane &nn!'xtut:Api!ruh . T&IM erul-Iit::xatllotstTStT:rs,tn,x,'nutes'pJ!nwalimsMaeeltGnr,reitss 4451 St. Lurie Blvd. dlnx!;t ldiatdhalalrntepndern4r'!!igtp e!ipetirs raeLd. in Tint Wit hran IsIOT fit reitlig Ptsiptce TnssSnlem fr!nadnr ktititq. [I npi61T!N lwhsatndefiv!l ie iPT1. Fort Pierce, FL 34946 (opysigArm2016A-1RealEnsus-katbaayT.TemhoIII, P.E, ReprodaAiaaofAirdommear,inany farm, isFrabibitedwitoullit Wlrtltap riksiaafrom MlRoof Transit -Aeihanyi.Toribis Job Truss Truss Type Qty Ply WPRHTFA L04 HALF HIP 1 1 A0012885 Job Reference (optional) uoscb, ruts rieice, rL .wawo, uesign(aa-r[russ.com Run: 8.i20 s NOV 12 2u1 t Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14AO:31 2018 Page 1 ID:uMNtX8MFQzgGeYlmY%i ngyHzGc8X-OJfiDLC2_C3yfUjCwMOM7y9RmgnfDfWPd8yGrFzDwzU -2-0-0 , 5 8-8 7-5-8 , 14 4-8 16 4-0 2-0-0 ' 5 8 8 1-9_0 6 11-0 1-11 8 5x10 MT20H8--- 6.00 12 1.5x4 5x6 = 6x6 = 44 = Dead Load Dell. = 1/8 in. LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip Di 1.25 TC 0.99 Vert(LL) -0.30 7-8 , 654 360 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.46 7-8 >424 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.03 7 n/a n/a BCDL 7.0 Code FBC2014frP12007 Matrix -AS Weight: 96 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except` T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 877/Mechanical 2 = 1090/0-8-0 (min. 0-1-8) Max Horz 2 = 495(LC 12) Max Uplift 7 = -411(LC 12) 2 = -331(LC 12) Max Grav 7 = 887(LC 2) 2 1090(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1489/780, 3-4=-1106/596, 4-5=-922/621 BOT CHORD 2-12=-1298/1323, 8-12=-1298/1323 WEBS 3-8=-740/850, 5-8=-760/909, 5-7=-996/1044 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf,, BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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 = 7.Opsf.' 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at join((s) except (jt=1b) 7=411, 2=331. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Mnuap •piteit:'illnej5lJFbiFM Ikt �l W0t tIOSSis{SRCtI r£ilquIVP..$ t (OND',p3NS[MCI!,*NOta jt[r+6i ID;t -V Uh a. Tnthiti'pdpTt•:N4iS:p lei etilSttikitT(ttS OtSlp (kttitp(t661AStu'.4:katj t.1tAS1ID,r,[.14iuttet iStll slh,t ete. olitsS 9!A -1- don N TDD, atit diittSmstha plslts shg se estthrde103hIt sS`At iseletss^tipFµhter{i.e.,Sprdry FapttnLHe sedesup r9 myturetmrttpl¢aakt pntnsipr es jmnignspwxA:'3rhr 4t d:dptdat tupletmsiyi�adm3tPD uir, nlzrlr4l. Otles,p nsmp m,fw�q a:;5tts, er:liDh Anthony T. Tombo It:, P.E. a(nrtt distens Atar k(lr is"�en:ptasm?'pdtit C+sxts,6t Orai ssrdniteptpntust.�Exftp k�pn,hht lteerdtkt 114. deil±e¢d6t Intl enlfopc�i msitld, TN eppttd� etia tsl ¢tihHned!ktims,rc NstO�.. sfnwr;aiti:twa adwniµ shO st Pt;t.pmsnii-y4 #80083 Zt Ge lsdliq Wienermi GeM,•hr. Aliwhs sd tAfa 5e iP9 adktpreercts tllps:ft!cetsdM1eEa:iGrjta}setuSrhtp ldu.:sm{6:53jsltplt iileNSF[A ue;.'utntt5:purdpd[mct. f[I19slass fie nsptunil:'esmdd#m tl9ttrots Cts:mu,press t�stpa [ep�un ml tnss NatshMu,miass 4451 St. LUC10 Blvd. tlhs+iu ddexi ltt[tth�tped µmiesi!icgst ai ptfies hnLN.ssttans Nip Is is 407 fit Milli Wsiptcr Tens sr9tm[rittutpap billiµ.littpiftiiaph;asat tsettmth:fpt. Fort Pierce, Lucie Blvd. Upyrigh1�1916A.1Roof husses•Anthoayl.TamhnIll, 1`1 Rep,odutionalibis douratni,inany form, ispmhi6iledwilhoulthe Written Feimissionfrom A-IRo34946 of liasses•Anthony 1.Tomb fl,Itf. Job Truss Truss Type Qty Ply A0012886 WPRHTFA L05 MONOPITCH I 1 1 ro Job Reference (optional) Al moor I trusses, ton tierce, e•L iqu4a, oesignLa-itruss.wrn 1: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:32 2018 Page 1 ID:uMNtX8MFQzgGeYl mYwngyHzGc8X-sVC5QhDgIVBpHelOU4XbgAifCE90y3HYrohpnhzDwzl 3x4 11 4 3 co 2 11 'qf 1 O 16 12 10 3x8 = 1.5x4 11 3x4 = 6x8 = 6x6 = 6.00 12 7 6x8 5- 3 3x4 i T 6 5 18 9 19 8 4x4 = 6x6 = N Dead Load Detl. = 3/8 in LOADING (psf) TCLL 20.0 TCDL 28.0 BCLL 0.0 ' BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. I TC 0.82 BC 0.84 WB 0 53 Matrix- I DEFL. in (loc) I/deft L/d Vert(LL), 0.30 10 >643 360 Vert(TL) -0.50 10 >387 240 Horz(TL) 0.30 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 108 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except` NOTES- T1: 2x4 SP 240OF 2.0E 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) BOT CHORD 2x4 SP No.2 `Except' Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft; B1,B2: 2x4 SP M 30 Cat. 11; Exp C• Encl., GCpi=0.18; MWFRS (envelope) WEBS 2x4 SP No.3 and C-C E erior(2) zone; cantilever left and right BRACING- exposed ; end vertical left exposed;C-C for members OP CHORD Structural wood sheathing directly applied, except end and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 verticals. 2) This truss has been designed for a 10.0 psf bottom BOTCRigid ceiling g directly applied. ORD chord live load nonconcurrent with any other live WEBS loads. 3)' This truss has been designed for a live load of 1 Row at midpt 7-8, 6-11, 6-8 20.0psf on the bottom chord in all areas where a MiTek recommends that Stabilizers and required rectangle 3-6-0 tall by 2-0-0 wide will fit between the cross bracing be installed during truss erection, in bottom cholld and any other members. accordance with Stabilizer Installation Quide. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss REACTIONS. (lb/size) to bearing plate capable of withstanding 100 lb uplift at 8 = 809/Mechanical joint(s) except Ot=lb) 8=436, 2=344. 2 = 1160/0-8-0 (min. 0-1-8) 6) This truss has been designed for a moving Max Horz concentrated load of 200.01b live located at all mid 2 = 550(LC 12) panels and at all panel points along the Bottom Chord, Max Uplift nonconcurrent with any other live loads. 8 = 436(LC 12) 7) This truss design requires that a minimum of 7/16" 2 =-344(LC 12) structural wood sheathing be applied directly to the top Max Grav chord and %:" gypsum sheetrock be applied directly to r8 = 809(LC 1) the bottom chord. 2 = 1160(LC 1) FORCES. (lb) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (lb) or less except Standard when shown. TOP CHORD 2-3=-501/0, 3-4=-2610/1883, 4-5=-2134/1602,5-6=-1928/1618, 7-8=-250/292 BOT CHORD 3-17=-2507/2624, 11-17=-2506/2624, 4-11=-476/558, 10-18=-302/385, 9-18=-302/385, 9-19=-649/692, 8-19=-649/692 WEBS 9-11=-357/340, 6-11 =-1 499/1485, 6-8=-869/815 I vrt'q•Pnst 5{!iof11,h.fit 'Ai 11 ilU55Esi•51i111hRUIL H1115 t,0e0SgYS`J151CM;'!d!ajS:t17WIMIl51•free.Intl!hv;mpnew af red nor n11s?n,s ersip UEruif0)W1,IrUf 1. Irish R11eu`veue SWI41n!!e. s!c`:elwtl n'ul! te'lk(�e[a ildlrShA 11 EudMatiMhhlE!iA ifllwef Turd®Gjatmpa,SietiS:"Jia;2ttti5t etdw6Jl:�r£/!{m!S®rlt;hr40.t ?4;'Lhirr8j"J2t!S;rt!;tSEYhhr!:±dtti;flLtM lHjlrrMil:;1'u'tdle>el�itlt,Rld IIFL,IY!!i!I;rreSE3f2ri, SpJlpj;C:'itEl; ee'.r�tn Anthony-T. TortibO III, P.E. erinedlUt Lss lrr w7k'r�fs ntpms:5.i;dGEOrwhSEpEwt't ErSriiwi gtUu�x6+:'3ie; i�;i a,h5r{eetsgei iL.t itC,Bt ¢(�Pa t�rleadle;: !atlitld. Its n orst Ott t pWotadiwriitsIms,I-W.3hr{flh;. : 80083 ' CII"7diE;6rf{pPf®irEelEnit.viofsS,fgIff-t-irSQ 1'hi1,111WSKICte-affY'I-Opiimh.Pil4451 St, Lucie Blvd, ESaEi;r �.:3x'11.E[wart Eyeeiytthn' ha'reuti indttL i!e6nt Duiplq-isn!hridiih!Rtifrux TmsSistea Fr,:ter.dm, h@fie;, t5 sy0rlut!Ilmsatn/e6re!hI+FI. Fort Pierce, FL 34946 IaPytight01016A-I Roof frusses-Arabonyf.Iamb, III, I'l. Reproduction of this dotumeni,inany form, iskichibitedwithout lFewritlenpeomissiaafrom A-iRoalhasses-AnifianytTombaIII, P,T. Job Truss Truss Type ' Qty Ply WPRHTFA L06 Monopitchi 8 1 A0012887 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:33 2018 Page 1 ID:uMNtXBMFQzgGeYlmYwngyHzGc8X-KimTd1 EIWpJgvotb2n2gDNErHeXQhX_i4SRMJ'7zDwzs 2-0-0 8-3-8 16-0-8 1 2-0-0 8-3-8 7-9-0 0- 8 6.00 12 3x4 II 5 3x4 = 1.5x4 11 4x4 = 6x6 = 16-0-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.29 6-8 >664 360 TCDL 28.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.42 8-11 >459 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.03 6 n/a n/a BCDL 7.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 `.Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. WEBS 1 Row at midpt 5-6, 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1087/0-8-0 (min. 0-1-8) 6 = 879/Mechanical Max Horz 2 = 550(LC 12) Max Uplift 2 = -308(LC 12) 6 = -474(LC 12) Max Grav 2 = 1087(LC 1) 6 = 879(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1292/455, 5-6=-310/364 BOT CHORD 2-12=-1010/1093, 8-12=-1010/1093, 7-8=-1010/1093, 6-7=-1010/1093 WEBS 3-8=0/344, 3-6=-1216/1122 ilelll 3 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft; Cat. II'; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=308, 6=474. 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 Dead Load Defl. = 3/16 in PLATES GRIP MT20 244/190 Weight: 85 lb FT = 10% ZEMnay •Pme tus¢3^it «tit. Mt'A; 109f tIOSSE<f'Siltti„ giM0.1t ItLitS t tOrOTtSMt(gACN rlNll" AtrAONI[OSktAT'hta Pndr kr.{ayx+adns rid rreluitt ae ftit'oss Oalgt keriry;;DOiwIS! 4`Mat l.itaN IO,rE. idertei! Sstd Iti+if It*.. (4!¢!t ®':!N�ISS s!tttE tniEt700, NIj Niiettmtesht rides d30 Ae e,t,+htT6ghktdil. Asulnss C¢ss Ft7aeer{ie.,5ledd!rEe;atnf,ge sedaayi:9 ttete�smr�tlstevdArdns!ati ngze!nrsr rnr<etiaJrht t6s d!sipda±uslh irrsdyidw4u1C6 tett,tdx 1141. iie iesig esrtsy's: ita7iq emu:; se:.�ui¢ Anthony T. Tombo III, P.E. n/u:te. dit ir+sshs¢rbxAry.s..nsputi-:7dtit C:t:te,4sUYx+'t etStrni gettwk¢k'Iq CKitz.K,hht is�Yd6{Ik 11L 1Aa iA(td2tlnt19aira3ttH odlNI. Dtrylrotddl?78at ery 4tN.itdiit ir+ss;h:":�r.A'.attliq. slnt�t, asinthn ¢lkncl dstl7t Ptnsrpsrsi67 t! r 80083 tit l+i!dur Pttiq+u pAitafralu. Ali sdn sttedn3: Tc8 ui3tpeu:ust.N rtasdhtta:ieefaaputJ Sdtte Manxtt{t:S3lpriksAe[AytFl tN SiA atrdnttsdkletrd l+iiMiR TrLl di'.�tt lAe st;pasditfirsa!ldin et Se i:tuC¢nsx�,inss Pen}!iefltw and insslludtGta,:nins 4451 St. Lucie Blvd. dstlr!u!e!gd Arltettl3:ItPttOQWNa1i!'Itg{(I�;Aatits Md!d.!lt loss Ptsitth�tris ASi Gt lriUiry Pe;itttr,t=.'ittts f7degtt�aredtr!hiltiq. ti'tryihlitd h�o!ausltfietlhir4l. fOr'i. Pierce, FL 34946 (opyrighf02016A-I Roof Trusses• Anthony 1.TemheIII, P.P. 1itfi durtiondthisdoamtnt,inanyfarm, is prohibited wilhaulThe Wfitiempermission from AdRoof ltusses Anthony 1.TomheIII, P.I. Job Truss Truss Type Qty Ply A0O12888 WPRHTFA LO7 MONOPITCH 1 1 Job Reference (optional) Ai rcooc luusses; rorr rlerce, 1-1- 04a4o, ues1ynt✓a1uu5II.W1.i 7-' c� 2 01� 4x4 = r«,,, , r „.,. ram.. � r.,.. r«., r, r.,,...r.................. ...... .........., __ .......... _., ._ . ID:uMNtXBM Q7q eYlmYwn FzGcBX-puKrrNEwH7RXWySncVa3lbnyB2rsQ_2rJ6Awsa 15-0-0 164--0 3x4 = 6.00 F12 5x10 MT20HS11 5r 6 4x4 6x6 G 4 3 98 14 7 3x4 = 6x6 = 1.5x4 II Dead Load Defl. = 1 /8 in LOADING (psf) TCLL 20.0 TCDL 28.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.98 BC 0.42 WB 0.51 Matrix -AS I DEFL. in (loc) I/deft Vert(LL) -0.29 7-9 >672 Vert(TL) -0.41 7-9 >478 Horz(TL) 0.03 7 n/a L/d 360 240 n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 84 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) BOT CHORD 2x4 SP No.2 `Except` Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf; h=25ft; 62: 2x4 SP M 30 Cat. 11; Exp Cl; Encl., GCpi=0.18; MWFRS (envelope) WEBS 2x4 SP No.3 *Except* and C-C Exterior(2) zone; cantilever left and right W3: 2x4 SP No.2 exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber TOP CHORD D plate grip D Structural wood sheathing directly applied, except end Provide adequate drainage to prevent water Provide drainage verticals. pond3) g. BOT CHORD All plates are MT20 plates unless otherwise 4) All Rigid ceiling directly applied. indicated. in WEBS 1 Row at midpt 6-7, 3-7 5) This truss has been designed for a 10.0 psf bottom , chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection, in 6) . This truss has been designed for a live load of accordance with Stabilizer Installation guide. 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 REACTIONS. (lb/size) bottom chord and any other members. 2 = 1103/0-8-0 (min. 0-1-8) 7) Refer to girder(s) for truss to truss connections. 7 = 864/Mechanical 8) Provide mechanical connection (by others) of truss Max Horz to bearing plate capable of withstanding 100 lb uplift at 2 = 514(LC 12) joint(s) except at --lb) 2=333, 7=423. Max Uplift 9) This truss has been designed for a moving 2 =-333(LC 12) concentrated load of 200.0lb live located at all mid 7 =-423(LC 12) panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 2 = 1103(LC 1) 10) This truss design requires that a minimum of 7116" 7 = 864(LC 1) structural wood sheathing be applied directly to the top chord and I/V gypsum sheetrock be applied directly to FORCES. (lb) the bottom Chord. Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD LOAD CASE(S) 2-3=-1297/514, 3-4=-254/0, 6-7=-349/387 Standard BOT CHORD t 2-13=-1019/1086,9-13=-1019/1086, 8-9=-1019/1086, 8-14=-1019/1086, 7-14=-1019/1086 WEBS 3-9=0/314, 3-7=-1138/1066 NOTES- 1) Unbalanced roof live loads have been considered for this design. i EiPN:^q PceseFs�. e}iti rttlt� tle'! i IQOF IUSSESi �+ci'b:;AEtit7:t4S t fCMOiP.�Mi rL3fDY;W!ti'rlCepY([OFk;IT Isla. rrnf!lFrprtt!sNas ta{ Ittlrafts xrtis?txs DaDis t�esitg DO} W!it rr•'hz1 T.haH I!!,ri.rdertte iltel {dne nt. s'dtu s3n.icc sletNea"e1GD, uIr 14,111, "'ds od's,411 it rstihtas TO hit yea Asrl:tu Cesmreaxrlia 4,rk4 U;us.4 a, I'd mssr BBupstas no rstghr¢d'!s rdcss;ad mgcarhgtes"SWbhl-as dnirr d tit fnghrsiu L•riiesa--- Mnfr,"Id lrrl. ilthip ru jl-ms: kadal !a n,.tekkuh Anthony T. Tombo 111, P.E. 6irttdlFltltrSS lit Or kik4ts.":fciµaSA!'gdlSt Ctis!I ht CsiN trrd9(Stt sitela$trz'F:g!asrd,h6r lt¢'lrillljlA(,dt Qr aLt4INd 73IIS j!2tt®iI!II.TI; ijtlitildlELivaet361E[tUtlldlOt TOSS; iNNs'�'ri>lElnj. ShlG,trh%+�!rt SSRNAg SS1lIMAl it:lpSiSd^{�i 80083 tftesilrNrI45ISrt(&SrW!Ptl(.All W..1so4fitInWIN pr.C.S[err.sttdMI'Af,irini'et¢tSdiftldo!ZC4]�rS'tilIMIHNrS{tlIXtitlNtNftIY6tEl;Ilrei�tAe.i'I-ISdMf6t!21g3N1lII"it54zSrA311IiflltpifCfi!4lfiilftCtS!�rtNttdllC':MSSH.6dGClNrPllalS 4451St. Lucie Blvd. rRerx se drtiatd h, rrrt4rl rgtetdryair r!ia7ir ii psiies Mrlct. k0uss gtsp4ma 1s 161 6t r Nitg 0nipu,eitnsSrslta rtt!ctdd etrk06eq, III tyililati rrn at rs Mad411M. Fort Pierce, FL 34946 tepyright0-2016A-1RoofTrusses -AetharyLicmbe111,PI RepicduaionofIhisdoomanl,inany form, ispiohibitedwilhmulshe writhe ptsmissimItem Ad Roof husses-dnWamyT.iombo111,P.t. Job Truss Truss Type Qty, Ply WPRHTFA L08 HALF HIP 1 1 A0012889 Job Reference (optional) Al Roof S cusses, FortPierce, FL 34946,design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:35 2018 6.00 F12 4x6 = 3x4 = 3x6 -:�- 5x6 = 4x6 11 Dead Load Defl. = 3/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) "de' L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.33. 7-8 >583 3160 MT20 2441190 TCDL 28.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.54 7-8 >362 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.02 t 7 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -AS Weight: 84 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 1852/Mechanical 2 = 1115/0-8-6 (min. 0-1-8) Max Horz 2 = 452(LC 12) Max Uplift 7 = -350(LC 12) 2 = -360(LC 12) Max Grav 7 = 867(LC 2) 2 = 1115(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1186/508, 3-4=-1116/821, 4-5=-923/842, 5-6=-912/852, 6-7=-799/771 BOT CHORD 2-12=-880/934, 8-12=-880/934 WEBS 6-8=-1096/1169, 3-8=-604/749 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 7=350, 2=360. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'Y2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ve,aaq PimuIatmTStJ«tieslie'1i16Dr 10fSfStS '31';, riME ITELSSt(CeDTsSXf(LKSOMfiU!n'j1ttt7iAF0'eSitAT'fore.TdA,+krprreatres ead radvdts It dNntrdissira@ea3;verigrasras rditross[kslp[erriep;i00iclI!sm�l MiaYsmt1. reEtram 3ieerlafdtnt. Jdess tSSr!xise sMedta 4t Tr'0, nq Wd—&hies sic1-alf.Is..Wi 4 It Veit is slats tesisasarnxrli.e.,3petarrearamtlieI'd aeariFO 4sillma m asepataNhr da 60dra sig10"Is itrIN ihlItID td.,WffTKL fit iesip a-pandA'; Iweitttrc2 txs; s Anthony T. Tombo 111, P.E. W.stdrUr inssMarA?tyis6azn.7tmsroi;?.~dktGmght C.wtsttAx:Rigedo cGasip!t,hht tseerettla(ICde RCWke lmtl etiShgtrh wllN•E. bagpnda�daltattl egHeltsstdAiirm;®deiaWliq. slugs,hsz':e5eadhtti>, still ie M;tsrasuii'fd r 80083 ' tier tiur Pasiper miaNahr.lpe:Us sd xi n'kP^cide Maim eedpes:4tsdRfr.'Lxy(Isyaud Sidi ldnxraa¢fSQral:cYel 1. iRW SKI and—idbrS td pitcxe. P.N(ft. 5 N ra;p-bl.. ISM im:s ON bf. N.m I..Desys bpw mi`:nss YsadeGrer,wlns 4451 St. LUde Blvd. slit,.:Rfdiadirtfnhud,p,tiq.it.,:!ig6rz:rclia Nld!si. S4TRR Desip(grsterls$01 lit win otsipw;e:ens Spieo fq':tt0111" Wffiq. l_,pilafildi' t trtes 1&d it 741. Fort Pierce, FL 34946 (o t ht02016A-Idoofhusses-Amboa LTcmbe111,P.r. 9e mdanionalibisdorumeal,inan farm, is mhibitedwilhounhmAtess eimissionfromA�IFoofhustes•Anihoa T.TorrboIII, F.F. PY 9 Y P t P F Y Job Truss Truss Type Qty Ply i40012890 WPRHTFA L09 HALF HIP 1 1 A Job Reference (optional) Al hoot I Fusses, Fort rierce, M s4aao, eeslgnLa-i uuss.cum is 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:36 2018 Page 1 I D:uMNtX8MFQzgGeYlmYwngyHzGcBX-IHSbG3GApkhFmFc9jwcXgOsM8rVMuu88mQf1 wSzDwzF 8-0-0 11-0-0 16-4-0 5-94 2-2-12 1.5x4 II 6.00 12 3 "A-- 1 M 2 I O 1 11 7 3x6 i 5x6 = 8-0-0 8-0-0 1 4x6: 4x4 = 4 __ 5 12 13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0. 16 Vert(LL) -0.32 6-7 >609. 360 TCDL 28.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.50 6-7 >388 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.02 6 n/a n/a.. BCDL 7.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. 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 = 849/0-8-0 (min.0-1-8) 2 = 1117/0-8-0 (min.0-1-8) Max Horz 2 = 390(LC 12) Max Uplift 6 = -319(LC 9) 2 = -375(LC 12) Max Grav 6 = 849(LC 1) 2 = 1117(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1161/548, 3-4=-1035/808, 4-5=-867/783, 5-6=-795/718 BOT CHORD 2-11=-804/883, 7-11=-804/883 WEBS 3-7=-452/592, 5-7=-937/1027 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASC Vasd=132mp Cat. II; Exp C and C-C ExtE exposed; ern and forces & DOL=1.60 pli 3) Provide ac ponding. 4) This truss chord live loa loads. 5) * This truss 20.Opsf on th rectangle 3-6 bottom chord 7.Opsf. 6) Provide mi to bearing pl, joint(s) excep 7) This truss concentrated panels and a 8) This truss structural we chord and 1% the bottom c LOAD CA Standard 7-10; Vult=170mph (3-second gust) TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Encl., GCpi=0.18; MWFRS (envelope) or(2) zone; cantilever left and right vertical left exposed;C-C for members 1WFRS for reactions shown; Lumber e grip DOL=1.60 quate drainage to prevent water is been designed for a 10.0 psf bottom nonconcurrent with any other live has been designed for a live load of bottom chord in all areas where a l tall by 2-0-0 wide will fit between the Ind any other members, with BCDL = chanical connection (by others) of truss e capable of withstanding 100 lb uplift at (jt=1b) 6=319, 2=375. as been designed for a moving oad of 200.01b live located at all mid all panel points along the Bottom Chord, : with any other live loads. esign requires that a minimum of 7/16" d sheathing be applied directly to the top gypsum sheetrock be applied directly to 0 46 11 Dead Load Defl. = 3/16 in PLATES GRIP MT20 244/190 Weight: 81 lb FT = 10% Eeruq-Ilnsellu@@rH!reliewt3e'id IOU Ii 5Sr5 3E(tFl1 GG91LffPN58(4lTAiIBrS(Islam"DLitj.'.(YNCWL7MrV6tz Utless @tLwise slalei oNe-D,w'p NITeAtMt[iletpSeS�i!^tillfi!IL1 T3D!9llrtjil. A3ETfnI DPSij!(Ipi[fFe{I.eg14e:tofEttice!'',.'ref!elteMND!tpteIe115lRIX(krA9(!!il➢t plpl:eSllldlRtf:fit®RSpM51NInJS[Hl ief9@i liff4f rt1!Siepeeltutle lDD adr;a+fuT4l.Rei:epz nimplltn,6da)m@Eintt!, st0t11D!p Anthony T. Tombo III, P.E. lTA@Sett!ISTi@iT(C'It)(Plilt@Iilit(tSpltYLiIMAiO@leGf�t O>PelIS@M�ZEi@?W B!t3e r�Iii1@DlSip@t!,�tA`(@lledtl lU IRC�3eIS.LliNtit(�{iI{3p:liE 2: rRI.Iitep'It@ tIISe TDD BIi@etljtli@St@I(t!TRef.iadlFIRI8�.f5!1Ff, I15hII6}It@RiG(@(Tj:S9IItR D9 et!p9UiL:hd - 80083 lu to tag Os!gaa�@rlR*kaAt. Ali mass Stier!3MID tMlitpariasai rkliesil2!talditp(urps'alSeery laa(n@nn;t(SfjpHis&dfp In oad SIU mertfyraeffnetenlpdov(_TFH ettius3!rspemi6tl:tiesW&isdt!T,tssDesisiff, Ns Des gsspnesiNsz Naenl@ae�eyeeiess 4451 St. Lucie Blvd. t eviu itfittllpa{tveN e?(esdt?e@utrrrtiy lytllitnxs i�¢t!ei Be Tnss(esfp(Expitee(is IN"* ru is?CF, 3aer,e!T;@sss?r!a rapt!e(e®pa@iliia9. ulceada!dirsawaniefMlan4l. Fort Pierce, FL 34946 Copyright 02D16A-IRoaffosses-Anihonyi.Tomhalll,P.E. Reprodudionofthisiomment,inanyform,isProhibiledwithoutthewrinenpermissionfromA-IRnoiTtusses-AnthonyLTomholll,KL Job Truss Truss Type Qty Ply WPRHTFA VO4 VALLEY 1 1 A0012891 Job Reference (optional) t Rocn Trusses, Pon Pierce, FL 34946, aesign@aitruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14.40:36 2018 Page 1 ID:uMNtX8M FQzgGeYlmYwngyHzGc8X-IHSbG3GApkhFmFc9jwcXgOsWgredu?U8mQfl wSzDwzP 2-0-0 1 4-0-0 , 2x4 Offsets LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 2810 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 151/3-11-0 (min. 0-1-8) 3 = 151/3-11-0 (min. 0-1-8) Max Horz 1 = -17(LC 10) Max Uplift 1 = -50(LC 12) 3 = ,-50(LC 13) Max Grav 1 = 296(LC 28) 3 = 296(LC 29) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0. psf bottom chord live.load nonconcurrentwith anyother 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-O wide will fit between the :bottom chord and. any other members. 6.00 F12 2 3x4 = - 4 2x4 DEFL. in (loc) I/deft TC 0.09 Vert(LL) n/a - n/a BC 0.35 Vert(TL) n/a - n/a WB 0.00 Horz(TL) 0.00 3 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, 3. 7) Theis 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 v Io 0 L/d PLATES GRIP 999 MT20 244/190 999 n/a Weight: 10 lb FT = 10% &utap_P:"w;trvita�ilr sNktEftt'A t AC]rT1USSEf t5`�(Ei'nC�EBt TEA%i i 4tl0?t3P,MS(CjiUYI`QPQ' A(r(7YLED6larfar�, tm� its{apxesacu trAruiattes ae �s?rtss 6evtp [:esitp(OOielih: t T.itrrH t!,rF.t6trtue 9ettittett ess.:xAssoo!sd+is! sttttAm � 7r0,ulr fl6etYcaiehtrldes sh'.Ikrclhr?3.ISaAttii,. Asahns Cer:¢�intattr{ie Sprr.?yEa}retyi;M1esed tray r4tsF.tsta;mxi4taie�4: YsSes,^aeeiatermg res�v'hhi G: Tpupdtie sa;ll Tmss kri3besitl2&eel!, rNx lrFL rn iaigznnsrxas lwfaq se+tiett: rx:h:?ih Anthony T. Tospto II:, P.E. lrA esl4TlEfiTtaitlil@j'rti;E'A)ii:'4tFtiyFAs.S':'J(4Ertt GYRK,Pitbxyf nliEH ItAtpdNik8w:2.�Cas'prN.itrst trCtkas RelE(,@l lEi txASEt IuII>§itAir(IdlalAttl-I. Tat iDE�trtl t'tT:TCa 6EA asfltlAts!&AE TniS, iuiek„t+utA19;, SMLat.tsZ"E'itE tFil'ttiy Sltll Ai P33tymsilil'i Pt. 80083 -' nttr8fir;�rsi;enisA[vetrttltr:MosuloltvitiNTO AStpx.itiWj06ari.!Wli ;j("too'dSehlEhfarc�atSLSljgS3;iStl1yTflourMtr WlitistUirpent}riiso,.. 411t!aaslitre;psa8il'xrallfastl7eireai,tt.gttr,:tttiGtii�fr}trwai?inssxst�earn;a�tss 4451 St Lucie i31vd. iTEttt SAdl3tA ATi(NGxt cpiti tpn(sl"jirteptia4l.d,Tlt Tltsi 1s QEqui!is01ltrilAigistli.,mosItoss srsltatgwol.q lsvmr:A; sgallilt Eras lot is MW it If". For; Pierce, FL 34446 (opyng51;m2016A-iRout Trusses -AnIhony1..Tomho111,U. ttpmloctiondINssimumtol,inany Enrm,isPmAibittilOtto *,awstenpermission from AIkedTrusses -Anihanyi.TomboIII, P.E. Job Truss Truss Type Qty Ply A0012892 WPRHTFA V08 VALLEY 1 1 Job Reference (optional) Al Root I russes, I•ort Herce, FL M1:14b, oeslgnLaitruss.com 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:37 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-DTO TOHpa2p6NPBMHd7mNDPdvF zdRLI?3PaSuzDwzO n_n_n 4x4 = 2 6.00 12 t •o c o J 5 4 6 2x4 1.5x4 11 2x4 LOADING (psf) TCLL 20.0 TCDL 28.0 BCLL 0.0 ' BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. I TC 0.38 BC 0.35 WB 0 Matrix-P . 09 DEFL. in (loc) I/deft Vert(LL) n/a - n/a Vert(TL) n/a - n/a Horz(TL) 0.00 3 n/a L/d 999 999 n/a, LUMBER - TOP CHORD 2x4 SP No.2 5) •This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a OTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chA and any other members. CHORD 6) Provide mechanical connection (by others) of truss Structural t al wood sheathing directly applied or 6-0-0 oc to bearing piate capable of withstanding 100 lb uplift at purlins. BOT CHORD joint(s)1, 3,,4 Rigid ceiling directly applied or 10-0-0 oc bracing. 7) This truss) has been designed for a moving concentrated load 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 quide. REACTIONS. (lb/size) LOAD CAS 1 = 196l7-11-0 (min. 0-1-8) Standard 3 = 196/7-11-0 (min. 0-1-8) 4 = 350/7-11-0 (min. 0-1-8) Max Horz 1 = -42(LC 10) Max Uplift 1 = -84(LC 12) 3 = -91(LC 13) 4 = -79(LC 12) Max Grav 1 = 322(LC 29) 3 = 322(LC 31) 4 = 428(LC 30) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-291 /302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS, for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrenf with any other live loads. PLATES GRIP MT20 2441190 Weight: 25 lb FT = 10% ZtYtto-ag-Frrt 0fta lr antetke'A ICOr iIPSSES{Srtttr;.fPIEUti(f#SA:Dg00ICYf(D"sfCY�INii jd([y7111[D'clt:it/NtR Tenn, ltC�y�ex?.t1 ttltt3i eNISRfli5 tt»5 Drip ktritg(IpP)a1:kdt'6nj T. riala IP,t..lt`erea!jkltltlel!afL'aus$41w isivrd"W'."D,Wy rlrlttl�t[iN tlm!S SksA it titE}st?Y.rDCRkt 14iL.I5el.'is1 i21�(9(Mnjlt,Stldi9Sj'.-Y.Nlrlkt}lVFN6j r"FJift't3tYl®M.ferIDU4l!j'dHi%SY f9JtM1!tI 1t5t'pY.Y:dflt(�fe:L)l tI t31 U331tIMfLt�L'�!E60 S'dI'T iAt, M{MIrLt, PY ItSIr6diF3r3g3, Hj 5Te''JLLL £8! ilill Anthony T. Tombo III, P.E. lEl Htti l4lf lhS513f RTiiS;.i1)li'�'ttJriaS S''tj tllN Ciki,(il Diffl StAktli!eg aftdiktEl SFdi:Al kspwe ti CSithtY: ttltt lk{edlli(tzdAt lOtil)alltWtiNit �am.I. yk3 ajrt6iil t!4e1(D ttds?f full t114t lkf r(955,iatl.+A)9rtirar, SinGtt,RSA"E!fiE 6d knnj Si0ll i!Pt i11it35iiik'I� a 80083 of k�7dRiDtirtu GrrttnY.Ibf. LtNStl tiled o5l TDo w2 titptfXtl tFe lSietlAh4dhr GtGek l<mrutti Srft114fNRscaki'.SApis'skir if i(1t{.j SxA wl iF.FYtt6eii_'reN'tI'PirQXi.I?Vl rttfl!Stfl3tititSltil:':fi Ltr iRltS It tl!r:Si1 Ni',rraSl Den3F 8kiettt pl `.nss {iur(tfret,mltts 4451 St. Lucie Blvd, @tnisthh)-.iialtxhxltpetitr^aiten4kle.ptiaunhtt. NNn Dnlg Efrx!e.it ti011 fit 11141Dtfpeeet;trss Srslto feylwctl ur Nufitr. €aIdAtit-s—setiwdi0kl. FOR Pierce, FL 34946 (oprigh1C2016A-1Roo(Trusses- Anthony 1.ICA0III, P.E Reploduttionofthis dctumani,inany kcrm,isI!tohibitedwithulThe wtittenpeimissiao from A-IRoof Tiussek-Anthony 1.I& DIII,P.L Job Truss Truss Type City Ply WPRHTFA V12 GABLE 1 1 A0012893 Job Reference (optional) ..n r nss " r U, uwtyuLw,d I is uss.wnt Run: 8.120 s Nov 12 20117 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:a0:38 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-hfaMhklRLLxz?ZmYrKe?wRyn WfGjMv4REj87?LzDwzN 4-4-8 7-7-8 12-0-0 4-4-8 3-3-0 _ 4-4-8 3x4 = 1.5x4 11 3x4 = 7 6 8 4x4 1.5x4 11 4x4 Plate LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.63 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 5 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix-S Weight: 37 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 423/12-0-0 (min. 0-1-8) 5 = 423/12-0-0 (min. 0-1-8) 6 = 336/12-0-0 (min. 0-1-8) Max Horz 1 = -47(LC 10) Max Uplift 1 = -170(LC 12) 5 = -173(LC 13) 6 = -67(LC 9) Max Grav 1 = 460(LC 29) 5 = 460(LC 31) 6 = 433(LC 30) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-581/556, 2-3=-482/592, 3-4=-482/592, 4-5=-581/556 BOT CHORD 1-7=-384/447,6-7=-384/447, 6-8=-384/447, 5-8=-384/447 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C'-C Exterior(2) zone; cantilever left and right' exposed; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondifig. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 6) . 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at=lb) 1=170, 5=173. 8) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Wooq•ffni,r5m§std Inloas'!;I00f 1110M;'Sft;m MED1 MSA(owsolf moil'frfi'lJ(DOtllfPftlFSrW. 1.61u-V mtvsidlot Ono ssIlls Tins 0,11"r.niy(i0Pleed63 ae!snr i.11.1.1:U.feftrtee Sttetlost# ne. Wtss 0.1%.i%f mild ntls P.'g"If ltiTetsnstaa panssbaN+sedl0rg0 that!e sdii uelms gtsiP fgteer(i+.,Sreca:'.ryE07 wf, At Wst eq r6lj upsoss m esep0100!nsfnteoue0's nlrxerisyia�s,''artas its hap star stilt Tms L•f(at "Itt Satot, ndalKI.Iledtiigsnscry:tOs,[tsfsdsans; WMat nd+tOdlUs lnnln ¢; kte is!hnlft4li;I.1 tint ow, at orals atsthrd gtsl ahkbi WVtrtnt u«ednt X 6 W d!h ho Witif vA w0k TOt yfntst d',teLq tdal7ieHsseddeims;t:a'-sl5aflut. sizt7t, ksain!ia¢d knissg s4sll Ss POntr>'sifd:Yd Anthony T. Tombo 111, P.E. ' tistsadulL4sipo Wf+nratt. ARamssn+ne BO Tt sxtnsfrseta ssd psd+'assOtisr. mffasflnnSdetd tfuaesafK4)�akstrelt inetl SMl setfxnnd'xge<-ej-det PAdomstitnnasniltss©llmm oS, Lao Rpf , tilts tuipfsp— adirnsYmtdttbtr,i�as 80083 olo.ist dtratl/; efndoa eel xg rms?is t01 tit Witil(imptT.e�rsss Sfdsa Ufmil m Wffiss.l tyilOU.N has ttt es dtrrctd tirpl. 4451 St. Lucie Blvd. tp spteiO riJ� 6 s;rcfio t!+t!d. tls tens CO0esi (e i hl02016A-I Roof Trusses-Anthan i.famba111,P.E. Re radurtionofthisdotumeat,inanyfarm,is sobibiudwithoutThewtitlea esmissioafromA-IRodItusses•Anthao 1.Tasbafit,P.E. Fort Pierce, FL 34946 Pr 9 Y P d P f Y Job Truss Truss Type Qty Ply A0012894 WPRHTFA VM03 VALLEY 1 1 y. Job Reference (optional) Al Moor t russes, rurt rrerce, r L JRy90, uebryr rya i o ubb;w i r v d 0 S: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:39 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-9r7ku4136f3gdjLkO29ESeUOE3iE5MEaSNuhXnzDwzM 2-9-8 2-9-8 2 6.00 F12 1.5x4 11 / B1 4 3 1.5x4 II W1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.i13 Vert(LL) n/a - n/a 999 TCDL 28.0 Lumber DOL 1.25 BC 0.?3 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purljns, 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 = 111/2-9-0 (min.0-1-8) 3 = 111/2-9-0 (min.0-1-8) Max Horz 1 = 63(LC 12) Max Uplift 1 = -28(LC 12) 3 = -60(LC 12) Max Grav 1 = 271(LC 24) 3 = 271(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the'bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the. bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This trusslhas been designed for a moving concentrate load of 200.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CAE Standard PLATES GRIP MT20 244/190 Weight: 9 lb FT = 10% tlnaal-Esau rvrarYitf roll. At'1110TIUSSESMIl!(1rMNE11E IEW.S6:9rOmJrS:ti1GY�tU!EI"{(rC�gE10'e.G'ElT;tro.ieb!(tt�arzsrtrus sxirn!mittagSis'nu Grsga�aioi,iDUSasa:s i. raaNO.I.S.irhretie Sintrdutes;. cressg!Sesist si'.Hmksftl, rtlr lhiffir—o fitnessW1,-rMFula I' hltluit se LmsCeciprsgaeerpa.,Sgo2ifsr:.anl,.ae sedwtry tr9ttMseeimuryimttdda gtitnim e�:mer nspcs'.is:hhr L.B±sgpdix sisglrLass iy'^u,elae3e18oir,mlrt ltt{,lielssigsnus¢em: irsfafaa:;ins; se:w3h Anthony T. Tombo 111, P.E. al ae Plls Tnssiw mg 6r.:sgs'ensieasii+!as stttt Gr:s:,fir Gratisatier rd sgmlwtttr�pLk±;am,is ht rtaFswdlis OCde6t adde;orlarlii�sg reds mgilld. Ti-gp tel a!PaTUG ara7Udlwesi dt inss; uciay tli+g, srurt,t;mit`a'n wd lkni+g staG is asusgsnsmdsg c? x 80083 ' ear tfug Msigeu mdfeshaisr. iAanes seltda sT7 w-0Leg+mws ul rdis'assdastce SaIDgaewSdetl ldarzsa{R'Sfjgmi?iutdhiflmlSltl wtrr,`sewsl fu gux�dg:igmct.T714ls!nobsserrardillor al j4d ONT:nsCnplr, tnss touts ftpau adiaa Muall`erwd 4451 St. Lucie Blvd. r0eti�.{fe!irelirt[nhxg-yedry�uerugkli; gatksi}.-irti; l4 trru(kfip(eg;xs�i:t916r tdili-gPnipw.er?mslrst:aEF,:aedng waeq.uug�ur,,:d u;a:mnd:fiue;tlr,t. Fort Pierce, FL 34946 (a i bttv2R16k-1PoolTrusses-kmkoa LTcmbeHL1`r, Reproduction him, is iohibitedwithoutltewritten permission T.IamboIII, P.L PYg 4 Y P- t R R Y Job Truss Truss Type Oty Ply WPRHTFA VM05 VALLEY 1 1 A0012895 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cwm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:39 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGcBX-9r7ku4136f3gdjLkO29ESeUv83dF5MEaSNuhAzDwzM 4-9-8 4-9-8 a 0 0 4 3 2x4 -�- 1.5x4 II LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) JI/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.55 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix-P Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 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 = 22114-9-0 (min. 0-1-8) 3 = 221/4-9-0 (min.0-1-8) Max Horz 1 = 125(LC 12) Max Uplift 1 = -56(LC 12) 3 = -119(LC 12) Max Grav 1 = 341(LC 24) 3 = 341(LC 25) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-234/317 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0. psf bottom chord live. load nonconcurrent with any other live loads. 4) ` This truss hasbeen designed for a live load of 20,00sf on the bottom chord in all areas where. a rectangle 3-6-0 tall by 2=0-0 wide will fit between the bottom chord and any othermembers. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except (jt=lb) 3=119. 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 we'.1 Fanrinto tied! Ih'laINITuis(<1'sT1Elt'y, ei�TUI I(tM CfDkp PAYS (4 tuA t{El jd(ClDittDDkfT fre.r,tth kepproems at atuhs"mi Toss Deip D"wggDDledb:sxm(T.Tso)tID,Pl. sdtra!sf!el hinttse. ur`essilme.-isestmnfNIN'ah, lliht'tmxjtdes skflk, e b Whhattt As slnx espryhetr{.e,Spri+t¢ p!nl He lecmary RDstgauasmratitutta'Ht RMess:m`tn;htn�7 eelpas.s33rin HsG.sipdHtti �itinss P�s^rdaoH!lEDaeir, adw lr4l. ifeltsiEsasrap?!ns, Itaral '�etl;s i4h Anthony T. Tombo III, P.E. a(t/tetl€;f lnsf 111 tYj {A;d ii",t[tipas 1. dih D.xrHI(tiiH llrHtt.3tlejttlNHdli! C11'pRf, Ii H1(ta,NdHS IILH!H(ad Ht lttt�eldtlijr[d4 aI11FI,T!'.J)rli!tl9!�+I'l�it(CJ(it�t3lfi Hf T(tSS, otGO.i,T Slallnl tlLG,t.R:B'INH GJ"hRhJ iItII!!HS ft31ii5HII fP 180083 f)eld(e(D;fipvWfuftxw. iflat" Will. -.7Mdr.rim, Wrj5Ws ortSW[r(tmpatn W!hi"*.jr$IrA-"i!III W51111 at Idera"P.1-allot., TPlI$*a,Nful.41INs Wi4ts4dint Rut Dfum.. ifiiStop : p'..1 1n35llta6hlRet,Poi:Sf 4451 St. Lucie E)Ivd, ZE tlstn :i dtlint117sradrl spttd4ae.r kpt.;ratits ta.dnd: isi Riss DtspEeDetnu453 Ht leildhl Dtsiptr,t'ttssS sleet Ftq esa tt oe:FsdGsq. L'tapsatiud tarot atnkfieel h?fFl. Fort Pierce, St. Lucie Blvd. (e rb 2D16A-lRoofTrusses Aoshoa T,TdmbcIll,P,E. to rtdursiondibisdntumfat:inaa'Eorm,is nhibitedwilhoulthea,itled ermissioermmAdRoofbuster-Aaihan LTemboIII,P.E. PT<9 Y P s I P P Y Job Truss Truss Type Qty PIY A0012896 WPRHTFA VM05A VALLEY 1 1 fa Job Reference (optional) Al Koor I cusses, ron coerce, rL J9y40, ae5lgtt[✓d IItu55.l:Unt v d 0 1: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:40 2018 Page 1 ID:uM NtX8MFQzgGeYlmYwngyHzGc8X-d2h65QPubzBgEtwxylhT?s12gTxvgpUkh1 dE3DzDwzL r-n-n a-u-u 2 �. - 1.5 6.00 12 W1 0 4 3 2x4 -�- 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.59 Vert(TL) rue - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix-P Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins, 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 = 232/4-11-8 _(min. 0-1-,8) 3 = 232/4-11-8 (min. 0-1-8) Max Horz 1 = 131(LC 12) Max Uplift 1 = -59(LC 12) 3 =-125(LC 12) Max Grav 1 = 348(LC 24) 3 = 348(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-246/333 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except (jt=lb) 3=125. 6) This truss Ihas been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CAS Standard 9 Ymoaf �Yeou hnn� tnhr W'1? rE7rt10iSF4;'SfL'P;. HpNt TF1sSS t (GXkT'rMS tl'3i0Y "ttitti"!(nD•it[D5k1T1ere. Pertritt�prrlaefns nd red offs ntbtTitff oefyt &Hilt � DPlad'x tE!sZ+t i.Tt-.01R. P:. tEettntSitei {chic es•_ Echo a!tnrst sh'd atleTDD, aelY NIItt WflMtjlilt3ft4itt RPi IaT3 SD"h6eiL'ii7,s0m;Dtsya as 5td ti.?One(tftmatftis11MHiIItTi1'.td!rCitwler'�5 ittrmid In 1. r. Imp isply-lay, Wq attF",it£1:1 Ed. Anthony T. Tombo [Ii, P. E. tdtxtl nas Ims InofWI..';!IIt? ctSTtai3 �tT 4lit N.,ht0xlti"s lnantd gctlt5nit 1aa+q ies�n,h 6t sicthdth.14 ,Itradtet loll lti,'fr4ut,w11111 Tet grietit d!zt;0WP1 htU tlt0 of Tms,h,,Wq Wisj,flur,t. e.��'ivad knelt dill 1t M leta U-1 d 480083 ' littnlihj Dlslplfai ria5otar. tlSatSnflllq l]Silr.?nQ!bi lSiC`[tS UttMZS�tsf0. Its 14:I91(49iN54 SAQ stj SKIV, liln4451 St. Lucie Blvd. IDcrsist de!erl{,*trtiat9 apeelgah.i€m3kgFYnths h!al+d iti Tms hsip WIw,is!01 lit 141iig 0tsiptu, Tins s!iliv Eelistall nt{t0rn{. Ail ttriblod bras at Is t6ti is M). Fort Pierce, FL 34946 to ti ht I41AA-1Rootlosses-Anthoa LTomb111,F.P. Re iodarionofthisdcmn!tnt,inanyfosm,is tobbitedwithounbewrtlen eunissioefmmA-Itoolhasses-Aathor, LIamb 111,F.L PY 9 T, P t P� F Y Job Truss Truss Type City Ply WPRHTFA VM07 VALLEY 1 1 A0012897 Job Reference (optional) .., ,..,u5ses, -un rIvive, F� Pea*u, uesuns✓a ;urn Run: 8.126 s Nov 12 201 i Print: 6.12u s Nov 12 2U1 I MiTek Industries, Inc. Tue May 22 14:40:41 2018 Page 1 ID:uMNtX8MFCizgGeYlmYwngyHzGc8X-5EFUJmKJeGKXs1 U7WTCiX3aEEsCiZGjtwhNnligzDwzK 6-9-8 6-9-8 3x4 4x4 II 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 0.61 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.94 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 7.0 Code FBC2014ITP12007 Matrix-P Weight: 24 lb FT =10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 331/6-9-0 (min.0-1-8) 3 = 331/6-9-0 (min.0-1-8) Max Horz 1 = 187(LC 12) Max Uplift 1 = -84(LC 12) 3 = -178(LC 12) Max Grav 1 = 411(LC 24) 3 = 411(LC 25) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-341 /450 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenfwith.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:memb'ers. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except at --lb) 3=178. 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 Rtra�g•P'rot+t�r!yltr rsmrM.t'Ait00rTIUtSFS1'S�:i'�.MwFIdITEEMSti9M0lnftYS:03f011�1U!Ti';ACY+ONIEO'eAi51'f!ta TmF!Ns:gep�laNtrs al!r!lvel!se Mls Lru �:lln k!riy,iDOlalfYk'!z(T.frab R,r,E.r!@r+u!SS+!!i!tv!n!. !k!ssa'Yer.is!st�Nm0e TU0,!ah, . ' kftelrxm+fu lldss stil+csedMtl:lO�Isle7diA rsci7ss 0edwtgis+!rp.eSitfl!YE2j9!NkiltlKf lbtOy R'dllr'!!MnA niN(!rl®i!R't��l!Ni�ilFt9JiYi(�J lmriS!l�N1i(Mh{!Sij+�l!A±flillt Ttt7!A.rIC!!mQ!T:J16Ij,NIN(rFI, TY ItSf�G!!!i3A'tMl!(L9SOt tM.'iN3; ERi!Ci!ih ' Tombo tll, P.E. 6laedlMslrusl!s ayr+i aq.s nsF�sr'11dfitCw,At0.&V%durAgmr%tW'&j3tVq't16+s!a+a04f110!1Ka2d!in!I"llf�pdiW111-1.Tesgtmd oft!lUo nlclkli.0t6!Ims,i.."W1.1, slmstt WAfted bt" Atli it w fultroAki d Anthony T. ;Tornb ast'WID'ulm azi6ehs7¢lllarl!!i!!Ma3!F':rld+prcin urpVws dslils!"Uip"I sest}hfuatw{KSTjNitfki!!:Ft ufsm m!ec mifi,jeed pilart R41!'!ms8e se;rms�hC'rs ml dme:+l3!Tress:a:gaw.?nss T+np Ggnx al rrns{luels[r!r,�!ns e!!ssisel,o!ill+fn5%l ed is"iE e. 4451 St. Lucie Blvd, . yn xgf7 rMstnii+i.tlitnssOsseEynisfOTaer�faranp!cetmsSnteotrxadagtnFy.e!up fl!;asmnre5ahtnt. Fort Pierce, FL 34946 .tapyiigMC.'i016A4 Roof russel-Anthony ljotaboll1j.t, hpidurfion ol this daturnto, in any form, is prohibited without the w;ifloo permission from 4.1 Rod liasses -Anthony 1. Tow.bo IIL F1 ' Job Truss Truss Type Qty Ply A0012898 WPRHTFA VM09 VALLEY 1 1 :r Job Reference (optional) Al Root I russes, t-on coerce, r-L :AW46, aeslgnLaivuss.com 1: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:41 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-5EFUJmKJeGKXs1 U7WTCiX3aB3sG6ZCdtwhNnbgzDwzK 8-9-8 8-9-8 1.5x4 II 3 2x4 5 5 15 7 4 3x6 II 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) n/a - n/a 999 TCDL 28.0 Lumber DOL 1.25 BC 0.65 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0. 6 Horz(TL) 0.00 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix -PI LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 =-79/8-9-0 (min.0-1-8) 4 = 266/8-9-0 (min. 0-1-8) 5 = 695/8-9-0 (min.0-1-8) Max Horz 1 = 249(LC 12) Max Uplift 1 =-134(LC 24) 4 =-143(LC 12) 5 =-375(LC 12) Max Grav 1 = 168(LC 12) 4 = 369(LC 27) 5 = 695(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-581/278, 3-4=-265/337 WEBS 2-5=-692/883 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. If;.Exp C; Encl., GCpi=O.18; MWFRS;(envelope) and C-C Exterior(2) zone; cantilever left and right .exposed ; end.vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous. bottom chord bearing. 3) This truss Ihas been designed for at 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide rrlechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) exce tat=1b) 1=134, 4=143, 5=375. 6) This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CA Standard PLATES GRIP MT20 244/190 , Weight: 33 lb FT = 10% gtrsy P'et;rWrsa}iN'Im.tit '13 tEJfrlPsfsnt!"" mitlt tarts! rC90'f n r@Siap rIV!Er, 1(009104r5rhe Yem',r dls�ppxenNai esl EeEIWts!s tii!4xs OniaE[rttier(p0ied!!!k'!�(S. h9li ICi.E.r4nt!(!f><tl lefne En t'cta4:lesis?s'�Na"tI D,tah 111ItYtxvemt,httStb:ihrftlM?ap lf?hhlctii t3aTffSf utFF3!-8(tEltt(li„Srt23!rE0}'Yn♦..,h: SlL IE6]S:'�IS@TS�iWMfr7Eett�:SSr'iSHi'L4t t:¢�EtS2�St5�.Di 3?hlii!!tL?SFjCE19}U33i TiESSt:ra4et0�Lt��ith,w(A rnl.rl!�t51�EOSVSf.MS, h}a�C.�S1F�:StES�SE Ih Anthony T. Tombo 111, P.E. aim ifW1 lnssht at wil isan(µai lrTl tlhr Cses:, gr OsEr.'s1Etln¢d Eytefprrtetrd:E3 Cv?stt,hGr;t>~erdnt;nS,dt¢rEdrtr lad lrii5!g twit mlt!fl. l>!trpnEikdnl Snd at fieiirtedfit rnn;wh+�5>iilus, slnre. ktienet ad4uul sltd tt nt tupa!nitErd T ' 80083 faElradipitMti(EI(it10EnIMEf.111!AStttE.4.ttt9E[dfMStIC-"itASdSa:MRp1l1i0fqC.;.dS&tltrn£2iA(EJpbLu.tlltiP1"iSRI.'afff"MfXrettSd1.4.1.PLI�t!MSwtSESji9l�Yli.'.:lEOIdAN3/IhtiSEi1@FS�4Elf�rtptEOIYI#Sclipe{(pdinSSHttBIECiY.tt,MltEi 4451 St. Lucie Blvd. tun.;tdbdy.ottt.It�ttrr�rE.t=slpFi:hraed.ittLissOesrtly� bi0iitlnl@rpiptr.t:SniSrsltef�cEteprlael.lilurihfsiEw;wttsdfiEeiElNl. For, Pierce, FL 34946 (appigh102016A-] Roof husses•AetboayLTombs III, P.F. Reptaduttioaat this dotamul, in any him, is pi bibiledwithout the w0tapmmissionftemAIkaofhusses-dnlhanyLTamba01,P.L Job Truss Truss Type Qty Ply WPRHTFA VM11 VALLEY 1 1 AOQ12899 Job Reference (optional) Al !roof I russes, tort Pierce, t-L 3494ti, design(Naltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:42 2018 Page 1 ID:uMNtXBMFQzgGeYlmYwngyHzGc8X-aQpsW6LxPaSOUA3J4Ajx4H6NXGcg Ig019L6L8kdzDwzJ 10-9-8 10-9-8 4 0 0 1.5x4 II 3 3x4 i 6 5 7 8 4 1.5x4 II 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) n/a - n/a 999 TCDL 28.0 Lumber DOL 1.25 BC 0.70 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.00 n/a n/a BCDL 7.0 Code FBC2014/TP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 125/10-9-0 (min.0-1-8) 4 = 266/10-9-0 (min.0-1-8) 5 = 711/10-9-0 (min. 0-1-8) Max Horz 1 = 311(LC 12) Max Uplift 4 = -143(LC 12) 5 = -383(LC 12) Max Grav 1 = 280(LC 25) 4 = 369(LC 27) 5 = 711(LC 1) , FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-566/272, 3-4=-257/318 WEBS 2-5=-686/851 NOTES- 1) Wind: ASCE 7-10,- Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS:(envelope) and G-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip.DOL=1.60 2) Gable requires continuous. bottom chord.bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed• for a live load of 20.Opsf on the bottom chord in 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 = 7.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 4=143, 5=383. 6) 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 2441190 Weight: 43 Ib FT = 10% t7uay 'Knit (vnz;5ll film. At'14 IBDFIIDSS(S(S.gfW'%gNE01 TW, jiDNDm7issai CN;"IU±ii jt([Iryg11DW!1i hid. Anpl rluvs at A MIS to am tm! Desigv vitiy(FED)CO! k3zry T.1eeb W, Pi. Eder". Sim last. r!.a. l;s!±s §.0 ist SIM"Me 1 D,l±S! iliieticm!'ar Plates slclit csefivol! IV hie tdiine! '9!hl Cs Hu;odrtw(hfmsdei'sltleo tl:9my nlxlP41, rx 3esi}t turap`:ms, kalry.el:ias:! ht*rl! Anthony T. Tornbo III, P.E. tslele tllNslrass hr eytn.dy isihnglmrs:n dot"Nc,ht DeNisasAmzdgnt erltW`F rUnlssa,.StStew,iiar0(,lie nteddt lyd hiStlt;nde®l1B.LT!!alpenldtalDDad ut tidieredftsTms, mlto3..7'sastlui. Lucy �ls";snnadb!rag sit0la is±te•.ytasrcil'-yd w 80083 Zt SirbilralEwp.Wftent:Mc"'.0- lM4451 St. LueieBlvd. Fort Pierce, FL 34946 (opyriobf02016A.IRoof rosses-Amboy 1,EosboIII, P,E, RepiedulMclibis dammentinany form, ispmdibitedwithout thewritten psimissiaaltomA-1koaSLusses-6nthanytTombaIll, U, Job Truss Truss Type Qty Ply 1 A0012900 WPRHTFA VM13 GABLE 1 1 a I Job Reference o tional Al Koot trusses, tort Tierce, t-L vku4b, eesignLaTrruss.com 2 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:43 2018 Page 1 ID:uMNtX8MFQzgGeYl mYwngyHzGcBX-2dNFkSLZAuaF5KeWduEAdUfa3g_a17iAN?sugYzDwzl 10-10-8 , 12-9-8 , 12 4x6 = 1.5x4 11 3 4 1 0 3x4 8 7 9 6 10 1.5x4 11 1.5x4 11 12-9-8 12-9-8 5 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) n/a - n/a 999 MT20- 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.52 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 023 Horz(TL) 0.00 6 n/a n/a BCDL 7.0 Code FBC2014/TPI2007 Matrix-S, Weight: 56 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 5) ' This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chore) and any other members, with BCDL = BRACING- 7.Opsf. TOP CHORD 6) Provide mechanical connection (by others) of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 100 lb uplift at purlins, except end verticals. joint(s) 5 except Ot=1b) 7=367, 6=200. BOT CHORD 7) This trussl has been designed for a moving Rigid ceiling directly applied or 6-M oc bracing. concentrated load of 200.01b live located at all mid MiTek recommends that Stabilizers and required panels and �t all panel points along the Bottom Chord, cross bracing be installed during truss erection, in nonconcurr with any other live loads. accordance with Stabilizer Installation uide. Int REACTIONS. All bearings 12-9-8. LOAD CASE (lb) - Max Horz Standard 1= 319(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 7=-367(LC 12), 6=-200(LC 12) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=308(LC 26), 7=674(LC 1), 6=533(LC 2) I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD j 1-2=-517/244 WEBS 2-7=-629l757, 3-6=-416/494 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) Provide adequate drainage to preverjt water ponding. l 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, I Yuaag •P w;e'isfbf}i1p nut. c, 7 1[OrTIUSES'� f�iEt'}e?YEUt iEYMi i iDhD.RiOYS:LSSAN^IU!il" rrKYONtFDESI:?fT If:a T"t As:;Wmew of sexl w is n tus toss D+:ye 0,"iq,+i00lcd 4: U$M T. W. 111.1.1. i ff—. SYtttiew,,t. Wos 0,etcrf stet m54M u¢ ILIe1 [¢rx6rpldfsfM!i le Rlt4r§el hltl if. b9lfnSrrf:Wly&tfit3.Spfisry rDr.93:1:75l std to ffTi DlfpRitffi5 C1Y.stihueuus p'dtSSCtkf9j9tNSg ttlpLOY'A':hlff'.S+.G.dgtdat sieyit Tfass Hri^,flnt;.aT38fdynin ltFl. ra: tes �sfssvay`vm: of atzs: sf#tr Anthony T. Tomho 111, P.E. ffte:tdlMi TrtISiftlsr H9;i:Ar[Su'fi'rtfpfefi%IYTd1S1 DiPf!,hi Diff'itfl'H ttf qt tR 6R l'IL' elf(IILCiCf:'lYfiI1C, CA ULGt44IK6I hIiStti ifdf CJi TrLI.Tiant,itdl,ih1*64tfi R0411tst6lot IMf,tl1`»t..3 YAtDil. ShlfTt;35i'E'iR CJ I'ttt3i il[II II Pi ftfrA54ii;y pr 180083 ' MtnififpD95ilatl AY ledranl. Outs 10WAmll'g*tpfts of WNW dia 10tr9 4')—tSditf itMesf Slll atldfrleMif: pfrd tadett.VM It!=Nfupmn,l"tsrdides d!nett,Dtsw.'Tl. UrtPf.p—ml6m A.dt—'41tssit,dstniu ldmeli!dahaa tg,eN ga4fni'ugkT of Faxties iifd!td. ilt Toss Pts!sf EfTttft is Y4T fit teilfrop pesipets.e:':nss S,rltm Etgiafc elm lfiiEifT. t'fq!uYaf luoiwtfsftfifti itTH 1. 445I Pierce, Lucie 3494 � fort Pierce, FL 34946 (apyrigM�t20TAA-IRoalGusses-Aribanyi,lombeill,P.E. Reproduction el this duument,inanyfmm,ispsiAibitedx;thaulihewtitlenpermission Item AIRoof imsses-AnthonyT.TambaIII, P.f. Job Truss Truss Type Qty Ply WPRHTFA VM15 VALLEY 1 1 A0012901 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12.2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue May 22 14:40:43 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X-2dNFkSLZAuaFSKeWduEAdUfaFg_317WAN?sud fzDwzl i 10-10-8 14-9-8 10-10-8 3 11-0 4 0 0 4x6 = 1.5x4 11 3x4 -:�- 8 7 9 6 10 5 1.5x4 II 14-9-8 14-9-8 1.5x4 11 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.56 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.00 5 n/a n/a BCDL 7.0 Code FBC2014ITP12007 Matrix-S Weight: 62 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS '2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-9-0. (lb) - Max Horz 1= 319(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-199(LC 12), 7=-369(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 1=311(LC 26), 5=307(LC 29), 6=616(LC 2), 7=672(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-490/228 WEBS 3-6=-452/504, 2-7=-615/723 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1'.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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, with BCDL = 7.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=199, 7=369. 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 ttn{n-rinse ftvpl ntuy tie v: Icomoisisr sula", infut Tim t MOW. ks Imflurtgr[IjA(tipoilf0a EW mitt ren¢dssi{apstae as tilrnl Is%10%stros outp ecmf T.Ireis IFUl. News No 10t{st. Ct`.tsso5ttwiu WIda be Trg,stl! IiiThtemh: pltin sM111e nelhrfleiL hsrtdid,. Aseluu gtsiynrtraeetQe sierdk rogimnLbuouaq ro iep'ems ea a:tephau0L'i,-huitm! 6,inip.16,0e111 Sins itp4^tdeaWD ets!, Wa Itti. na desi¢nuagt s, Scats) muss; sx W"t! Anthony T. Tombo 111, P.E. ettneuAisTmsltrmtrnl tpis4z e!ets.§'d(etrai C. at,ktCwen's {tllts.ted{dtda{ted ggeastr,htie ts¢'enE!fteI14BeIKadtte hsts>=l3imp tilt otditld, Tot sppntddRxi 6{vt sstfielne a nj loss, mwroq*ihj,st9f, EuVroe ctd Is" skit St at rolsulisdt 0 t80083 .� ui lnNay@tsigerad ue4Mti. Sprrl ssesMalktlF"vtedtltF+teznutsztt.t3iddsto- (anpmesi trlAtratta(it31)psi:toed!iFi et/SrtA en stfetntd ht 6ertdr.itett. lr4l dt!autlt rz:pmstl C`-xealMmd3.T:tss Gt.gae,h>u @nits retuw aliens NtuleCru,w,tss 44515L LUde BNd, 'lllttwi'iR lt5xdl!{rt1hT,1{�tfltrt64wYi�Srwlpwlin ttntttd. itt IIISJ D61n Fyses:is �i 6t ialliry Gtsijea,BitnS S!sitq ERiaGdmktiifi{!.L'I lt!ddlstl R;Rl err {sltfi{tjllirpT. i (opyrigbiw 2016A-)RQDITrusses -Antbonyl.lombe111,P,E, Reprtdurtionniibisdotumtat,inany form, isptohibittdwit6oun6ewritten ptimissineher A-itool husses-AnibonyT.TambnIII, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0012902 WPRHTFA VM17 VALLEY I 1 1 Job Reference (optional) Al KooT I cusses, von. vierce, M 34u4o, aesignEaa-itruss.com Mutt. O. 1ZU 5 rvuv 14 cu t t nsnf_ a. 14V a tvvv tc cu t t tvn t cn a wuau tca, a ts.. —t— v,ay 10-10-8 I 16-9-8 10-10-8 5-11-0 5x6 = 3x3 11 3 4 6.00 F12 1.5x4 II it ry........... w 2 - ----- -- . . .... 0 . ..... .. . ........ OL —.132-- -- - 3x4 9 8 10 7 6 11 5 1.5x4 11 1.5x4 11 2x4 11 0-6-8 1 16-9-0 LOADING (psf) ` SPACING- 2-0-0 CSI.. I DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 28.0 Lumber DOL 1.25 BC 0.60 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ificr YES WB 0.A Horz(TL) 0.00 5 n/a n/a BCDL 7.0 Code FBC2014ITP12007 Matrix-S I Weight: 68 lb FT = 10% .LUMBER - TOP CHORD 2x4 SP No.2 5) - This truss been designed for a live load of BOT CHORD 2x4 SP No.2 has 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord aild any other members, with BCDL = BRACING- 7.Opsf. TOP CHORD 6) Provide mechanical connection (by others) of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plates capable of withstanding 131 lb uplift at puriins, except end verticals. joint 5, 219 lb uplift at joint 6 and 369 lb uplift at joint 8. BOT CHORD 7) This truss h1s been designed for a moving Rigid ceiling directly applied or 10-0-0 oc bracing. concentrated load of 200.Olb 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 quide. REACTIONS. All bearings 16-9-0. LOAD CA (lb) - Max Horz Standard 1= 319(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) except 5=-131(LC 8), 6=-219(LC 9), 8=-369(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 1=319(LC 26), 5=388(LC 29), 6=735(LC 2), 8=655(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-455/201, 4-5=-263/221 WEBS 3-6=-536/549, 2-8=-591/683 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C. Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces'8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.66 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10:0 psf bottom chord live load. nonconcurrent with any other live loads, d61 roe. •fltaurmvSl!I Su:s� fit ICOfLOSSES{S,'�tT,e:tCtAt ITIMidlGepfiCtiltiicarw Ea Imkoviwwvfv.. Tadrdti.ppseadusttdlei eftssZtusTmiCer(lsIzesig4CCtesi"a!Is'xrlT. bahGt:.tdnet3sitset Sslue tss. zt3scyr�iss dshda NRIIIII tbTeticrseC,v!lots sh l tt.red (xr?ts (GP ttrtesdiA. 11, lstu Pecs Graeer;ix,$ltfrS'!EA):9tN, Rl std tall M lipfulms m Y.te 0#N Rdlfca's npxtfugrul3msl-'arb3 61 dmp 441 sAtUTmss lepidtd"Win nk, Hoer 1111. tee hup esurt':9ws lk3f�gvaan' MIddfi Anthony T. 80083 I[i, P.E. tdrsrdldf l.sslsrayS-.:::uj isfi,e73{a3:�s}Cf`an,Nt OctsisM:terdgtdtr4i 6"'d�q h3.�s:.h6t 34C3s! dt lFt Of, &tRt@dae latt>ii43o1 Ed,olltl�l. Tas sll onuddxTOOtsdery tietlntdlkstms, urbly5»tln1. dasys z.z?t2cedttwmg sieP is t+sn3pssnil7d T80083 ' llltxjldittGSS�pEfDlGtnBiiil. awt3ftl4451 St. Lucie Blvd. ddu+sdddistlMt(ubs:l rpee/clre is ni;icgtT 0 pzlus ltnh.d. Tti beis Ptsfpfans! is IN fit Itliiq ottipci,a�TrnsSntea Ttt!ncdstT lfilfitt. kl uiPdiel Sx!a3 atuddrcd it TFSS. Fort Pierce, FL 34946 toppigEt02016A-1Root hasses-AnfbuarLTambaill,P.E. Repicdurtionofibis dofumeot,inanptmm,ispsobibittdwphoulthe wlivenpeimissionItem AIPoolbomes.Ant6anytTombolll,1`1 Job Truss Truss Type Qty Ply WPRHTFA VM17A VALLEY ' 1 1 A0012903 Job Reference (optional) r 1 rwue I[USSUa, ruts reeetx, rt_ r+Uffo, Ue5l9nLaIU 4x6 = 6.00 12 cure: o. ezu s evov iz zu d a t-nnu m izu s Nov iz zui t MrleK Industries, Inc. I ue May 22 14:g0:45 2018 Page 1 ID:uMNtX8MFQzgGeYlmYwngyHzGc8X=?V?98NghVgzLeoulJGeivkvsUf V25TrJL?lV6DwzG 16-6-8 11-11-8 1.5x4 11 3x3 11 3x4 a= 9 8 10 7 6 11 5 1.5x4 11 3x4 = 1.5x4 II 3x3 B LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL)` n/a - n/a 999 MT20 2441190 TCDL 28.0 Lumber DOL 1.25 BC 0.59 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 5 n/a n/a BCDL 7.0 Code FBC2014ITP12007 Matrix-S Weight: 57 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-6-0. (Ib) - Max Horz 1= 124(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1 except 5=101(LC 9), 6=-305(LC 8), 8=184(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 1=337(LC 26), 5=364(LC 29), 6=741(LC 1), 8=533(LC 27) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-655/566, 2-8=-430/440 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding, 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumaht with any other live loads. 5) * This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except at=lb) 5=101, 6=305, 8=184. 7) This truss has been designed for a moving concentrated load of 200.0lb 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 wv q•rutt3aysof t1owit I'T 1C19F nmsfs;s'. drl.OW JEWi toliimMs a1TC11rAuq"ls1QK1DM rhm. lMthle:'pprear9ss Ndstid#dli##ftii TrNf Philp heri#pSDp}e�41C�ryT.l#aitlCl:.dE`He#t;$k!f ItG(1#i!. CGft;#O'�9'iif#CE!:Et➢h11 O; Nl! lLlekeiNtetsr phies td#�11e#iedttt?dt1L`h6t#i�d. ii 9lNii ut4�ldliteeldt Sptf,1M[p3!yttlS,lee itd i4),'iL�J ttprises#mwryh#¢d'btp'etesixx#gceeruyrespiai,ldNtte Yzs deupdrN ilgivfnssd>♦L�#!w&tT:3 NIT, Wait". Ile dngt rs;sxy`ms, i#3oTs�e#s, itdk:'A! Anthony T. TombO IIi, P.E. eeduttimsTMi In .1 tCrin,re#Ortn'#nderi#ige ttrhe6=::z*q,rt;: ie fiteeiluddd#Ilt,de tKee2tst l#ullrtlinp hde p#litbl. Tk gtrnild;aP9 t#1 ssl fiell#iedde Trx;mt+c.�§#tdtus. sti�eg,xti;ANadknizi dsn de A.,ti#asmi6'diS _,^Tomb 80083 t 1i1 dtJliy GISlpEe editedlAi#(. dg Nlei 4elMN3e TG?NddtapNtwl/dsub Hi#1eTdt#dGsT t#9#Nell Sf�.of)WN&-0#(ECSI�(4iiiSedF!NRdSICt 6nEiHN(#d;xpeee�sl peidea.Rlld#dmsfl+s#;yMn;l.`:#Skld dn21iI5#T:ttt C9314Apf,'1#t#CtS�}i lldh#M L(Tlf2t dli#kl6t'.K#e,191tSi tldee*i"N Odheld!tltih#:dopitdtn#Ifliiir9kT#!;p@thi hnl tl: III Nis lesge hi'#ts! is O. fit baij Pesiptr' Tens sntea Eginer A."140j, tltegibG:.d(rm a#eMittuelhTFtt. 4451 St. LUde Blvd. (oprrigMQ1Q16A-1RaulFmsces�ArlbanyiJamboIll,P.E tepvdaniaactd5isdciemtntiennylotm,isptafii6idedwiftoulltewiitlenpmmissianfmmAdGaolbusses -Anthony T,Tooth lll,P.F. Fort Pietce, FL 34946 JANYARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION STDTLOI CORNERSET GENERAL SPECIFICATIONS —"" MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp..B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 Attach'King Jack w/ (3) 16d Toe 772-409-1010 Nails @ TC & 24" Strap w/ (6) ri 10d x 1.5" ea. end @ BC Attach End Jack's Attach Corner Jack's w/ (4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC & BC (Typ) & (3) 16d Toe Nails @ BC :2 0 t r` Attach Corner Jack's / (2) 16d Toe Nails @ TC & BC (Typ) IN YmM}�fleost 5otg5lmue�:'{1t.)f i1�SS;i �iFttF$j.6[ctliCistAiSttCis�€I;M[L.€t�M�t7stt'jtSt�*J0'IEE+i[C Frt ltslltks �txozAxi Nlsgide°sn� 1ri9Deiyc k-r ts9bskaz lro�4. iia�i �$tf,G(:u�.eSEntti€u�e nu tli 'i�u+ve ilaktei6sl€2+a!t to€titwsis�jlffiec 54�€sesei�s Gt st�mle si�J,:Atitl ass0upfm�.r2�,4psaNti[apvir;�s saNttmy€�:siF+e,attesue�tteilHapa+�sa itid rgitt+myxre;ztWWjtat4s a�uptiltLlslleisessvfcselatei&Cyffi€;esi�R6l:;is 9efyeusem�ilni;ism gcndr��,ssmil� . ArtthoO 7.TOtli�o ill; .P.E. ridmatCEhinsciv. ¢gtat`,jq)sflt n€`nu5'gjsl e,�rsn M,O+mn's m[asa:tlgmts lleGrlta€Des rtt;ii Fa ssbncsfta@ J It7NIM ID:ti Mtts'csEt¢k Pi €4teppn�dffi7alt�u�l taj Gs?fa'affiAtTnuii;esatktSst;ilcrge.psau st.mdl+rm�sG tdt gties}nt�ihyc_ . Y 8048x Ea Eulhp4ergtxed srcrn: l4ttal sRs!tnlfe F4�aNKM�xtudf"6Lxtd]fkdip CapusSSdeti hice�'tst�7[S[.,?b�sletif'1}I usd.Flivte�kx€ns•¢iava (ti(csesaertspantun'ara ingissc:4451:Sk. dsl, �s Uts:>Fu,Lxssa€aseEeffi€srcsAtrodun7.x.§ss iesde$itid:. z"r.!la��hc€tc4adr{i�sVss s a-fj t+d3esu tfrsE Tin €RttDeugtgaiJc bt9ef�w�a)oc.iy+a;eT sty^s [ppmvdQ 6z1d�5,.1 iyA.�ikmnm4 ai.id�.nta€o1, Fori PieiCe,. FL 35945• TsFt7ip6€�OldAlleslFiessesAnZaeyl,Taaloll[P.f.Aepadnfloseltkulomztc4inaeyfstc,sipo)iti�edyi�ncitTexttttaptnnsesankomkllaasTicslesAcf6acpT.Taibaal:P.f: FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD V - 3' MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES L 24' O.C. 2XG DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). ' PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE \BRACE AND THE TWO TRUSSES ON \EITHER SIDE AS NOTED. TOENAIL \BLOCKING TO TRUSSES WITH (2) - \ 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THEIINSIOE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID / AND ARE TD BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL I I / GABLE ABLE TRUSS NOTE: THIS DETAIL IS TO BE USED ONLY FOR/ STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED \S ARE NOT ADDRESSED HERE. / STANDARD GABLE / \S / UKAL TRUSS AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7i02, 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 D IAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION.' SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT., ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5- X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. �a;,<n!e,.*,w, psyr�r.� is r lttms[t�[ittri sttEtrsaat�a+oarits5fmtassrt�tri�:n�xats[tP��. rrr��!o�t,mi:�a�sro��, .�srao t s,tam�aa,s�tt.>a�arm tt a�!,:sh�+tn�!� �:m�s!�r,s�+a�ra,taa.�T a,Flirur+WajcsssesN,ulkineea uHrua.�iat:�ss;,!fak t,SpknEiJ!+,tlas!Csio+YtDt�ryrra:_kma:npaa'perrtrfscwrAau�+yr,!s�,Mkn!ietgsneus�,,rssirMrfraibiIIaz,'lxs!ia?fCraira§a,sF�sjras;'.reiq s��!n.sr�4ey Anthony Ti Totnho.SfT; P.E. mtaud5a irnt xh,)r<''hyt;ar eslvn3?m tl!Onr, Re Pimr: ar5xiud yvi giae a:+JBai'uretLa�.n6.talA!Itf.Rt II;N3t szitJ6epnma'a6t lAigttadA!fcma mttal3.a!>i••�a 1yr5.aldiytnG�;;f'uylsl�il'mdiae,y dWl r!ie+wm+i:3ryti ,$OOS3, e,�aasata evewna f sasu.,a�uaie„Msuesdre„a;n&insd�.l gt�+nn5c� a&,nai T epaerthma sae s. ea5,{hca mr;.guar oehpw sado sns,]rasF.cy�r,t�itaap5p!easz6xar nr _ ss 4451St. Lucie Oled, {!!rriubSy�dl;rCm'a.rs`3may�g anx, 4j rr i r!na'iel!?syt rg.rwrn R.kirul,y Oaip,K,etes #drnG idmtbatd"s5 i;'stw*!ib taia%hGai&aRl. Fort Pierce, FL 34946 Coppiyhl$t78166fiosfiictus;Anikoeyf,fociEnUi,p.E:-Rtpacdettasutit,i(xonenLinsay:crm,asproE,Eited,nrte,islersiaeeprscss-,oshom4�IRoclToues<Aet6eapT.Tamlo114P.E: JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 444;1 ST ! ! trip Ri vn FO GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. _E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: SECURE VALLEY TRUSS W/ONE ROW OF 10 WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH NAILS 6" O.C.. WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/4" X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A aaiaay, FmsrSrmsgsl`jsD ii. tks 11190f itu43!5"',itEl'J�¢ip8741iikSdtQkdidk: lE�[DatE'D:'iTi F3iF;R9�;['�414i` eynl;es�yq rs m3re.�.crr;twnds laas10iup iiapDo,: azir .Huai:Emrimjt�ersSa9NauthfNut;iOhiaa�lsei;aatOrajsigseatlsin4sEripturr�ai,Ihrtrdrraeyi00��+ttrtri�sxppircednxµdrauaednqut±.'rupir;pru1&{f��+tiaigdd�s=+�atri7�i+}ofesna?OOic�efstiatT.:f3i((>xgr[t�jncakd�iyuMa�ns,sais;_?:s[ Anthong�` Torha II1; B:%: mdaud6slussin tta, SaeE,tgrsat nsira:ilp.divl3aav,60awthattitrSetr:,ura 6rl9n[inirsn cthi;natdelBi lt<_skaafj ctrol4adf,�ndtdilftlt Pagpa sCg'©ai00mlmrillasesNtlsass.lid�rrgtasda➢.a;r,'o:*.IlawltiisssObE6etssjw;9;rfol . fat-,lgtOtsyutzd (G>!t_iea t,.a6as selydis1�T15atdtFepr�.es slgsisivas.6fu lc^9ttr�G ryan;d�t 6lsrsan;LSrr➢p0#16,.itiarl4,{ee re{nai:i+ar �erBp+Eae.`RFi �t�esikiis�a➢nY�2ugn1t4initde rrosiAes�,te.GusOe _�htnmad irtssNuAatvsr;cc§ii ' 50083' ::u•iset adiTrdm:aei sets;aknayk �rchsn ms'rid. tW:.css{ ir0;xe r [J Set�9rst OrvAs+_o:l ss3pf+ne G➢.seedmjSi tltr+t eethntae as k+a➢t�lll t, 4451 S Lude EIE4:l. �. Fart Pcetce: FL: 34446; CvpTiigti�Y0lbr;•TRccTTmssea•;srtbasyl.Tad6al!lP.i iapsadantiaaoittssd➢m;;e6t,inaaykmkisp=.a6.5)tedwa'tactl�eetitleepcmiiu.o!tomAliosJ�Gssses•Ar1SoaJT;Tot�aill,P:E FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 A I ` GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. I 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 1 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS SECURE W/( VALLEY TRUSS t'y II FF f II I II IiASE Tii SSES ,(TYPICAL) II FF UC 9 PML— r% (NO SHEATHING) N.T.S. GABLE END, COMMON TRUSS, OR GIRDER P r12 VALLEY TRUSS TRUSS (TYPICAL) SEE DETAIL "A" BELOW (TYP.) l WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO LISP 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. I i I ws-P:yFlvcs'dra pal sin)M,'!-1P.9E11;if3{i'XiEE1j.E'9rIt; TEXtr51i1t3716bi,!�S;9Yiit EF'j{tUCF't!Obu;'.9PfFre F:ri±iaiSn;raar��cd rsedmmwtFf7rosi?es3n GnaF�W$mlM�Fw�i,ar,b+':9; 1.f.9�.rs34rsdAcs: se. Oal�.s ESs�is skednfi ID:�i 4?si ssrjl�t t6r'iHis,tttdPFO'ah G.El;.{siirss Dss;�3giriaijiF.u-�yicjr*r;•~,.d.i ssdtrn,i�iJyiu+sttmta,3ii!t�pWtyaW nq`t�,,fc:pus#�FcSSEMgtdd;>b•EI�Gr,:i,�t,Cwdt tie4 x1ffiP.4d.P+itTeds,yes3ayad7,at srrl.:aj AnLa. a,ImRE s(„ss3, opF�dd gss ks nwsiNikita��:re!,sse+e;: ss+sis;aop:vau 9aMFJ., r,�az nsvewden,ar cae bxF uds mt rr. iss :0.!6 i of wtevsimer;u, lQ� tit` e:s. sflny T. Tens(w III. P.E. 1 E7 5 arys;asFi�:st eztzerc3 innbs tlu,rpasuuryat. 8E1083 �. zrE•3tragEn{-0ursAfmaser. F?sossserotim ti?atde,rai.?taatpn+of.�usAfdF+�fim(s�rycarESe'a7Naaacm Fs4asw{5ptlia.dXt etffeism+tflrge:�rel Fa3ci�. R31HMeada ir!prss staiMasdcsTrutsA r�tssis ts�4;aae ah cess ASm^a�ir,�;iss ;•+'tws {3»ihtlwrWsgeelvi?tb�rts�i id,i next r3.Tbilrijs`b!s*s4yaru55lYprd :h:dDe.pss,u?n irs2cEr€9!solv�db>Id g Rkclt tred'Eu'aurtm&`.+-atEaEi{T.... .4453 St LuderBlvd. ForYRierre. R- 34946 icgpibt920!64-SRo6ITi9ssFs Am4r,<,Yt;ie;nhotll;P,E: iPDFeimhORCIIEtS�ON!lP9l,1ZC&YEbIN;I4ptOhi{ilPA7/ioh2UE(hCY<t%ttllAtiG7541Qi1!im11A�{SLCt31C9Stf�AA1hOL'rT.T45E9RIP.t: JULY 17, 2017 . V v/ V L- L.J V /-AL- L- L- I V L I L 0 L_. I !l1 ,L (HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24- O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY LIND", .,-- ,,, ,., DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6112 PITCH BF CLIP MUST BE APPLIE THIS FACE WHEN F EXCEEDS 6/12 (MAX 12/12 P iahodsRreiayca�riigbal►criiFf!itrtE TM T�mr>&t�lzGinniai7111:ialk p�r:<alyti5*;irm�aliateatcj6?ilia;.L%q�li:.ihrsruisfaiiiirt®iPFI: ri. I..er, .....Wu. i'r..c.ia or 1_1_ n.iti4"A.-1....,,.,...:..r....1.1d..rr...<...te6...ir:.► Anthony T. `Tombo111, RE. # 80081 445i k Lu[le 81%ld; Fort Peke FL. 34946 FEBR�JARY 17, 2017 STANDARD GABLE END DETAIL STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, VERTICAL STUD SECTION B-B TRUSS GEOMETRY AND COkOITIONS SHOWN ARE FOR ILLUSTRATION -ONLY DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 Q VARIES TD COMMON TRUSS 3X4 = VERTICAL 2X6 SP OR SPF STUDW2X4 #2 DIAGONAL BRACE (4) - 16d NAILS16d NAILS SPACED G' O.C. (2) 10d NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS (4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK v � * DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. I. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'D.C. S. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6'.O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERT CAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. I DIAL. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. i IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. , MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3 / STUD 12" O.C. 3.8-10 5.6-11 6-6-11 111-1-13 2X4 SP #3 / STUD 16" O.C. 3-3-10 4-9-12 6-6-11 19-10-15 2X4 SP #31 STUD 24" O.C. 2-8-6 3.11-3 5.4.12 18-1-2 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 6.6-11 110-8-0 2X4 SP #2 24" O.C. 1 3-1-4 3.11-3 6.2-9 19-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - G'. REQUIRE 2X4 I -BRACES 'ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS G' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #21 OR SP #2. ROOF SHEATHING (2) - 10d NAILS TRUSSES R 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' D.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. IFEBRUARY 17, 2017 I T WRTH 2XIBRA E ONLYIL STDTL09 NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE- NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING } } BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS NAILS WEB NAILS WEB I -BRACE' T-BRACE SECTION DETAILS FEBRUARY 17, 2017 I LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. l C NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY. FASTENED TO THE TRUSS USING ANY X1 ROOF TRUSSES OF THE METHODS ILLUSTRAT ID , BELOW. UCIE 4RT PIE CE,F 3494 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE FORT PIERCE, FL 34946 n2-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB iWITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0131' X 3'). ATTACH TO VERTICAL N IBLS (0 313) XX X) BLOCKING BEHIND THE VERTICAL WEB I.S RECOMMENDED WHILE NAILING THE STRONGBACK ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - lod NAILS (0.131' X 3') IN EACH CHORD USE METAL FRAMING J ATTACH TO' VERTICAL /- ATTACH TO VERTICAL �- .ANCHOR TO ATTACH WEB WITHI(3) - 1Dd SCAB WITH (3) - 10d TO BOTTOM CHORD NAILS (013V X 3') NAILS (0131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIAJ 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 (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERSIA MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL STDTL11 '- NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45° WITH THE MEMBER �.; AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL ter: BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451ST.LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 c3 o .135 93.5 85.6 74.2 72.6 63.4 J .162 108.8 99.6 86.4 84.5 73.8 ri .128 74.2 67.9 58.9 57.6 50.3 c� .131 75.9 69.5 60.3 59.0 51.1 Z 0 J N .148 81.4 74.5 64.6 63.2 52.5 ri VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE, APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X 845 (LB/NAIL) X 1.15 COOL),= 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30° TO 60" 45.00° ANGLE MAY VARY FROM 30" TO 60° THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE J NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.000 t FEBRUARY17,2017 1 UPLIFT TOE -NAIL DETAIL 1 STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES' PER NOS 2005 (LB/NAIL) OIA. SP OF HF SPF SPF-S L7 .131 59 46 32 30 20 Z O 'J .135 60 48 33 30 20 Lr) (7 162 72 58 39 37 25 J 7 O .128 54 42 28 27 19 F_ Z .131 55 43 29 28 19 Z OJ LLI .148 62 48 34 31 21 J 10 J_ N Q M Z 120 .51 39 27 26 17 0 Z .128 49 38 26 25 17 O .131 51 39 27 26 17 J 148 57 44 31 28 20 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WINO) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND .I IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN.DRAWING EXCEEDS 147,LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. rss USE (3) TOE -NAILS ON 2X4 BEARING WALL +** USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S) Z TOP PLATE OF WALL I I VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTL13 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 X 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0"' Mean Height; Exp.. B, C or D. "q , i April-.11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTL14 •� FO EXTERI6R FLAT GIRDER TRUSS Ii A-1 ROOF TRUSSES, 4451 ST.,LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES (.4) 12d MAX 3011(2'-611) _ 2x6 #2 SP (Both Faces) 2411 o.c. -SIMPSON H5 is,nl.nnH bin;w m t+M'LI mrimurmiffi rAm— T tms { tcwL Otimvoii 'ttl[n-ic[ICiS.,%Iat^ [.. Idfir4dppoinivte/rnf wW s luf `:in, &Vpinm/:,ft.� at 3t i<Sw! L iraa R /i IAaee. WMF1r, fr.. Ddrtt,Mns. ' wn.dkn L•N tx e, tauigltimn,p, sfrd rYdbV f:Hi.�ehddxiM!'+.,.,sttge. bndtc�nwbralth3htwM—iDuDkn'.r$d" Wt,'fo, rw."W D. W w Ydt 1.7nDvp brJ.,,1,."fW6dom iDD:rywwEs-AMM rs47n/hm.N m Wr.daN1. Ih rupm—jws,m "rr b. Q—'w6 -,oNtofqD,.po&adddn7wKwfvI"wiigtdwni xNIODnln Anthony T:.Tomba 111, OE 80083 ast.Nghup.wS,•am,low+,,,n.e.m. rawn.paa.,,,esf.ir:ssttae yewsaw id.i,tlrnd 1[inWeaethmwstts o.w?�,rsel 1p pw dµsw. 141 ubn 2,nywWdc„wra,sdarom G.:.p..on,aup tns>n�wlr.s,swAuwww,u 4451 St. Lud Blvd. ex,.w e�dq r wsm,peNrig v.mylr asp&sh s,w. tr.r:n, 6.1,/:;s t6rm eau.,as,;pee n L:n 1„�n r,,.,. a,.r 10 o,m6nt m:s us.s+,hW utni. Fort Pierce, FL 34946 (q)iIjM 01016 A4&ot Lossts- Amhoy T, Temho 111. P.L Fep,oAuu ondthis denim+N.in snr loan.ispsD6i6iledeitl+DDl the n.iuer pe,a.ia(oa LDm Ad Ywt Uenes •AelfiaoT i, fc;.b'o itl, P.E. I FEBRUARY 17 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24• 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30• 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36• 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42• 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48• 3657 5485 3346 5019 2829 4243. 2898 4347 • DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C • 10d NAILS NEAR SIDE + 10d NAILS FAR SIDE THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIREO,X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING -THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. G. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. N%tX% X� TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT (SEE SKETCH ABOVE).