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HomeMy WebLinkAboutTRUSS4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: ,772-409-1010 FX772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: JWN BLDRS --n PROJECT: HOMAN RES COUNTY: ST LUCIE RecE f LOT/BLK/MODEL: HOMAN RES S7. Lucre County, P8FMlfj jjg JOB#: 71856 MASTERM OPTIONS: NO OPTIONS C Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. .= TRUSSES A FLORIDA CORPORATION Job 71856; A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Comer Info:' WN BUILDERS, LLC Project Name: HOMAN RES Block: Model: HOMAN RES ress: LOT 2 035 NETTLES ISLAND, JENSEN BEACH, FLion: County: St Lucie State: FL ie Addres and License # of Structural Engineer of Record, If there is one, for the building. ie: License #: ress: Truss E �tg]neering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading ign Code: F BC2017/TPI2014 Design Program: MiTek 20/20 8.1 d Code: A CE 7-10 Wind Speed: 170 If Load: 55. psf Floor Load: 65.0 psf package inclu es 66 individual, dated Truss Design Drawings and 16 Additional Drawings. my seal affixe' to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet )rms to 61 G1 E +31.003,section 5 of the Florida Board of Professional Engineers Rules. Noi - Seal # I Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 j A0076089 '' A01G 7/16/18 13 A0076099 A10 7/16/18 25 A0076111 CJ5A 7/16/18 2 i A0076125 FL10 7/16/18 14 A0076100 All 7/16/18 26 A0076112 CJ6 7/16118 3 j A0076125 FL10TW 7/16/18 15 A0076101 Al2G 7/16/18 27 A0076113 CJ6A 7/16/18 4 A0076090 A02 7/16/18 16 AO076102 A13G 7/16/18 28 A0076114 CJ7 7/16/18 5 A0076091 A03 7/16/18 17 A0076103 CA 7/16/18 29 A0076115 CJ7B 7/16/18 6 A0076092 A04 7/16/18 18 A0076104 CAA 7/16/18 30 A0076116 FL01 7/16/18 7 A0076093 A04A . 7/16/18 19 A0076105 CAB 7/16/18 31 A0076117 FL02 7/16/18 8 A0076094 A05 7/16/18 20 A0076106 CJ1C 7/16/18 32 A0076118 FL03 7/16/18 9 I IA0076095 I A06 7/16/18 21 A0076107 CJ3A 7/16/18 33 A0076119 FL04 7/16/18 101 A0076096 A07G 7/16/18 22 A0076108 CJ3B 7/16/18 34 A0076120 FL05 7/16/18 111 A0076097 j 7/16/18 23 A0076109 CJ4 7/16/18 35 A0076121 FL06 7/16/18 121 A0076098 J_1A08 A09 7116/18 24 A0076110 I CJ5 7/16/18 36 A0076122 FL07 7116/18: i ne truss arawing(s) r Truss Design E My license renewal NOTE:The seal on tt mcnnncihiliry suitability and u! gner, perANSI/TF Truss Design Dr iments (also refe gnerindicating t design criteria th Lion]. These To[ ineering Docum nod or phased s ineer), the seal hi onsibirdvforthe nave Deen prepares Dy mi i eK inausmes, mc. unuer myuuecrsupervisirxi unsw cni a re pdidrrreters piuviueu uyrr i rwvi , i uaara, LW. ieees Name: Anthony Tombo III for the state of Florida is February 28,2019. indicate acceptance of professional engineering russ components shown. of components forany particular building is the responsibility ofthe building Sec. 2. ring(s)(TDD[s]) referenced have been prepared based on the construction .d to at tires as'Structural Engineering Documents) provided bythe Building nature and characterofthe work ein have been transferred to Anthony Tombo III PE by [Al Roof Trusses orspecific (also referred to at tunes as'Structural Delegated Is') are specialty structural component designs and may be part ofthe pmject's imrltals. As a Truss Design Engineerinnz, Specialty and on the TDD represents an acceptance of professional engineeringAnthony T. sign ofthe single Truss depicted on the TDD only. The Building Desgneris ril coordinate and review the TDDs for written engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 A-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job 71856 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. No. Seal # Truss Name Date No. Seal # Truss Name Date 37 A0076123 FL08 7/16/18 75 STDL09 STD. DETAIL 7/16/18 38 A0076124 FL09 7/16/18 76 STDL10 STD. DETAIL 7/16/18 39 AO076126 FL10G 7/16/18 77 STDL11 STD. DETAIL 7/16/18 40 A0076127 FL11 7/16/18 78 STDL12 STD. DETAIL 7/16/18 41 A0076128 FL11G 7/16/18 79 STDL13 STD. DETAIL 7/16/18 42 A0076129 FL12 7/16/18 80 STDL14 STD. DETAIL 7/16/18 43 A0076130 FL13 7/16/18 81 STDL15 STD. DETAIL j 7/16/18 44 A0076131 FL14 7/16/18 82 STDL16 I STD. DETAIL 71,16118 45 A0076132 FL15 7/16/18 46 A0076133 FL16 7/16/18 47 A0076134 FL17 7/16/18 48 A0076135 FL18 7/16/18 49 A0076136 FL19 7/16/18 50 A0076137 FL20 7/16/18 51 A0076138 FL21 7/16/18 52 A0076139 FL22 7/16/18 53 A0076140 HJ16 7/16/18 54 A0076141 HJ2 7/16/18 55 A0076142 HJ2A 7/16/18 56 A0076143 HJ4A 7/16/18 57 A0076144 HJ5 7116/18 58 A0076145 HJA 7/16/18 59 A0076146 J10 7/16/18 60 A0076147 J10A 7/16/18 61 A0076148 J2A 7/16/18 62 A0076149 J213 7116/18 63 A0076150 J313 7/16/18 64 A0076151 J7 7/16/18 65 A0076152 J8A 7/16/18 66 A0076153 J9 7/16/18 67 STDL01 STD. DETAIL 7/16/18 68 STDL02 STD. DETAIL 7/16/18 69 STDL03 STD. DETAIL 7/16/18 70 STDL04 STD. DETAIL 7/16/18 71 STDL05 STD. DETAIL 7/16/18 72 STDL06 STD. DETAIL 7/16/18 73 STDL07 STD. DETAIL 7/16/18; 74 STDL08 STD. DETAIL . 7/16/18' Page 2 of 2 i Job Truss Truss Type Qty Ply A0076089 71856 A01 G Roof Special Girder 1 1 Job Reference o tional Run: 8.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Mon Jul 16 13:53:OQ 2018 Page 1 I D:QkG—WX2XIF02AugBvNAdCzRphr-?XzTZKpkP1 zt38MDSF—ugUTNHOka?2uvPeO5FyxUQ1 4-1-2 8-2-4 12-0-8 16-0-11 20-8-15 22 6 12 I 4-1-2 4-1-1 3-10.4 4-0-4 4 8-3 1-9-13 Dead Load Defl. = 5/16 in 5x10 MT20HS= 2.00112 4.00 F12 3 9 1.5x4 1 � 4 1.5x4 zz: zz 3x4 5 2 1 0x1 4 MT201-I5= 3 ff — iW -....'F3..., 77ri N1 , c e 11 24 10 25 26 9 27 28 298 6x8 11 6x6 = 7x10 MT20HS= 2x4 I I 4x12 = 3x10 0-10-8 I 4-1-2 8-2-4 12-0-8 16-0-11 20-8-15 21-9-13 2-6-1 0-10-8 3-2-10 4-1-1 3-104 4-0 4 4-8-3 1-0-14 1 Plate Offsets Y — 1:0-0-4 1-5-12 , 1:0-10-0,0-0-2 3:0-3-12,0-2-8 6:1-4-1 1,0-4-0 , 6:0-0-5 0-1-12 :0-0-12 0-0-1 8:0-2-11 0-0-71, 10:0-4-12 0-3-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.46 9-10 >587 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.68 9-10 >396 240 MT20HS 187/143 i BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.13 7 n/a n/a ' BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Weight: 107 lb FT = 10% ' LUMBER - TOP CHORD z4 SP M 30 BOT CHORD i 4 SP M 30 *Except* 2: 2x6 SP 240OF 2.0E WEBS 1 4 SP No.3 *Except* 7: 2x6 SP No.2 WEDGE Left: 2x6 SP No. BRACING - TOP CHORD Structural wood; heathing directly applied or 1-7-8 oc puriins. BOT CHORD Rigid ceiling dir Ictly applied or 4-7-8 oc bracing. MiTek recom ends that Stabilizers and required cross bracing a installed during truss erection, in accordance h Stabilizer Installation guide. REACTIONS. Ib/size) 7 = 1966/1-0-7 (min. 0-1-10) 7 = 1966/1-0-7 (min.0-1-10) 1 = 2638/0-8-0 (min. 0-3-2) Max Horz j 1 = 74(LC 8) Max Uplift 7 = I-992(LC 5) 1 =-1229(LC 4) Max Grav 7 = 1966(LC 1) 7 = 1966(LC 1) 1 = 2638(LC 1) FORCES. (lb) Max. Comp./M Jx. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5693/270 , 2-3=-5999/2870, 3-19=-6871/34 0, 4-19=-6918/3494, 4-20=-6800/3396, 20-21=-6839/3403, j 5-21=-6865/3411Q8, 5-22=-7136/3608, 22-23=-7148/31605, 6-23=-7189/3603, 6-7=-7736/3811Q BOT CHORD II 1-11=-2482/5 131, 11-24=-2499/5482, 10-24=-2499/ 482, 10=25=-3479/7045, 25-26=-3479 i(147, 9-26=-3480/7049, BOT CHORD 1-11=-2482/5231, 11-24=-2499/5482, 10-24=-2499/5482, 10-25=-3479f7045, 25-26=-347917047, 9-26=-3480/7049, 9-27=-3481f7050, 27-28=-3481/7050, 28-29=-3481f7050,8-29=-3481/7050, 7-8=-3612f7384 WEBS 3-11=-743/1646, 6-8=-413/937, 4-10=-567/415, 3-10=-948/1639, 5-16=-376/384, 2-11=-279f721 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=22ft; Cat. II; Exp D; 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=992, 1=1229. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 192 lb up at 10-3-5, 153 lb down and 147 lb up at 12-7-1, 105 lb down and 106 lb up at 14-10-13, and 57 lb down and 64 lb up at 17-2-9, and 30 lb down and 27 lb up at 19-6-5 on top chord, and 1676 lb down and 79TIb up at 8-0-0, 68 lb down and 34 lb up at 10-3-5, 55 lb down and 37 lb up at 12-7-1, 37 lb down and 32 lb up at 14-10-13, 18 lb downand 25 lb up.at 17-2-9, and 7 Ib down and 17 lb up at 19-6-5, and:4,lb down and 17 lb up at 20-8-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-6=-90, 6-7=-90, 7-14=-20 Concentrated Loads (lb) Vert: 11=-1676(F) 19=-137(B) 20=-84(B) 21=-36(B) 24=-68(B) 25=-55(B) 26=-37(B) 27=-18(B) 28=-7(B) 29=-4(B) k �3 Ftn:edm!c}S!tttNt�tEe'l7APBf71USSFS{SEtiti'}:t?fUt7fiAtii:GIIDIIiBYi(iCN,"{0`iA"=1(Y+7ftE0bY:51'tt?a.iothit;optues W seg ntts oe ffis?.ss Wsgt[.e+i!g;iYPlwia!es'sog(.TtaltYI,EfId"'m Witillm as!. Cuts e!Snris! Wd 01,470'"1" AV Anthony T. Tombo III, P.E. uuMdsinss i!stly Wbgts92r'1jRV'gdfitow,fit owsvivael egtnti3eAtsq n:i',x,g6,uesde':Ill KNil(clit, kidofliat4 of 1111.Ti!tg.0'0c!0041d011itlb!eONImy nthlfggwq.sUsett J'WA.;d kin sltY Y! A its)nsis0.ytS 480083 }Ftikitg (;Sigel( esd (tnsztf(. AYzflsfelld95lT4?Itdthtpeextl ltd g:!��Eft ICtFSir!ttg C09gietn Sdest ltftfarmSL:SGgai<:saA{y Try ul St(A wt ltfxund (et gaf:dgtidexe rilAdy3f 6e StigiNlL::^:fitadlNn tItse7!YS!Ctcgaw, 71if34!1!g!fOpftn nd 7MSS Wttltf6tt,adi:ss 4451 St. Lucie Blvd. ' n.tlt!iudgta(eda;lep:edqeth.&g40pli'slmlwl.lAtTau Mitt brttt:isINfit gnUhgutsgatr'vomsSeslenfq!"t 41e ldliitg.AYaptiflulh•wsceuAltai 14761. Fort Pierce, FL 34946 ( plly696l'V 2016 A-1 Roof basses Antbonyi. Tembo ilt P.I. iePttdattion of this damment, in any farm, is ittibibited without the whiten ietmissioe lions Ad final Initial - Anthony 1.10019It, P.I. Job Truss Truss Type I Qty Ply ' 71856 A02 Roof Special 1 1 A0076090 Job Reference (optional) Run: o. I2u s uec 1! 201Print: 8.i20 s Dec 11 20i / MI fek Industries, Inc. Mon Jul 16 13:53:01 2018 Page 1 ID:In1 E14n4krFMR5vCX81ws4z2Ovo-TjWrmggNAL5kglwQOzV7Ni?aOQ6xkaC3e11fnRyxUQO 5-10-8 9 4 1 17-3-4 22-6-12 5-10-8 3-5-9 7-11-3 5-3-8 WO MT20HS= 2.00112 4.00 F12 Dead Load Defl. = 3/16 in Iv 0 4x8 = 4x4 = 1.5x4 11 4x4 = 4x6 II 3x6 = 17-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.87 Vert(LL) 0.21 6-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.35 6-8 >773 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.08 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 94 lb � FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 "Except` T2: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 119110-7-4 (min.0-1-8) 1 = 1291/0-8-0 (min. 0-1-8) Max Horz 1 = 84(LC 12) Max Uplift 5 =-532(LC 9) 1 =-516(LC 8) Max Grav 5 = 1191(LC 1) 1 = 1291(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2474/2177, 2-3=-2180/1933, 3-4=-2134/1875, 4-5=-2947/2513 BOT CHORD 1-8=-1895/2267, 7-8=-2271/2769, 6-7=-2271 /2769, 5-6=-2274/2757 WEBS 2-8=-387/373, 3-8=-240/466, 4-8=-878/725,4-6=0/274 NOTES- `1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf,- h=22ft; Cat. II; Exp D; 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) Allplates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=532, 1=516. LOAD CASE(S) Standard �I Se!dyrL•seNure(JrmisRih'411DGf n0i5rSiSEUEI'�6(931CffINfB["rFTAiIDtlS[IS10Mj eQiY)E(CICd'�E9�YEXi'bra rKtrylesip fuw!ten oadm�eatn ul§s Less isaxese. Odessow ise odd sa HeTOD,Wa YII[kuaepterr[s sksltMrselhr ax lDDlakrAitlsour repesedne nnpxn Ahe pal niudeeg'.ernyreyusiliia(b;tle(es'gdae saStelnes deyded,AITSD edr,.,serer.,.tr:(es:pas,eapien.lutsEwanxe, senenlry Anthony TL,Tombo llI P.E. ad se Ahs lnsthrnj ldl6eg It tknslnsililih d@ao.eer,Qe Oaaeis ixsrisd enn e:tie W&I Dsiirtr, al reandrd AIL 16Lm15(asdtle lard Wfirgnde Wgd TKI.Ike neel d lie ibD oA llyfilli an dlit Tnss,Ntle6q Inn[ .smmpmeg ,ieshlldn Wksbiike Ma mquakl' I - �8QO83 � ' flaw saaesr!Wc,"m?.aales salsas heIsmDed Ike fit rental nanes!SderyluirndeaeR(SIVpFliskd471t1a-dStu nesda!telhs peens admca INhauslenspas>67�nss WtaSs tI!Less Dsdper,InssOesp u�ncal Tress tlnds^,erer,xiss 4451 St. Lucie Blvd. e#eMu (died lyo adnd aged else it wiry it dl lrnhs iert eei ThTus kslafyhnr is doi Ce edSlsg Dssgser, wins STs:a EyheerA®1 W61. flupadh ies areas ddau nTeri. (oppighl D 2016 A -I loaf posses - AnihonyL bmbo 111, P.I. Reprodudion 01his document, in anyhrm, is prohibded wilhoui the written permission from A -I Roof Trusses-Anthonyl. Tembo 111, P.E. Fort Pierce, FL 34946 , 1 , Lob I Truss Truss Type Qty Ply A0076091 71856 A03 Roof Special 1 1 Job Reference o tional 7-3-0 3x6 = 46 11 4.00 12 1.5x4 2 Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:03 2018 Page 1 ID:lnl E14n4krFMR5vCX81ws4z20vo-P6ebBMrdhyLSwc4o7OYbS75vl DncCU9M5cEmsJyxUQ_ 10-5-14 13-9-9 , 22-6-12 4x4 = 2.00112 3 8 7 4x4 = 3x8 = 5x10 MT20HS= 4 6 1.5x4 II Dead Load Defl. = 1/4 in 5 3x8 = -10- 9-7-6 3-3-11 8-9-3 1 Plate Offsets X — 1:0-1-4,1-2-12 , 1:0-1-14,0-0-2 , 5:0-4-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.34 6-11 >803 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.47 6-11 >574 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 !, Code FBC2017/TP12014 Matrix -MS Weight: 91 lb FT = 10% LUMBER - TOP CHORD 2' 4 SP No.2 *Except* 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) : 2x4 SP 2400E 2.0E Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; BOT CHORD 2' 2o4 4 SP M 30 SP No.3` Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) WEBS and C-C Exterior(2) zone; cantilever left and right WEDGE exposed ; end vertical left exposed;C-C for members Left: 2x4 SP No 3 and forces 8¢ MWFRS for reactions shown; Lumber BRACING- DOL=1.60 plate grip DOL=1.60 TOP CHORD 3) All plates are MT20 plates unless otherwise Structural wood heathing directly applied. indicated. BOT CHORD 4) This truss has been designed for a 10.0 psf bottom Rigid ceiling dir ; tly applied or 4-2-1 oc bracing. chord live load nonconcurrent with any other live MiTek recom ' nds that Stabilizers and required loads. cross bracing Ile installed during truss erection, in 5) * This truss has been designed for a live load of accordance wi Stabilizer Installation guide. 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the REACTIONS. (, /size) bottom chord and any other members. 5 = 1191/0-7-4 (min. 0-1-8) 6) Provide mechanical connection (by others) of truss 1 = 1291/0-8-0 (min. 0-1-8) to bearing plate capable of withstanding 100 lb uplift at Max Horz joint(s) except (jt=1b) 5=522, 1=538. 1 = 94(LC 12) Max Uplift 5 = -522(LC 9) LOAD CASE(S) 1 = -538(LC 8) Standard Max Grav 5 = 1191(LC 1) 1 = 1291(LC 1) FORCES. (lb) Max. Comp./Ma). Ten. - All forces 250 (lb) or less except when shown. ' TOP CHORD 1-2=-2416/2135 2-3=-1962/1760, 3-4=-1895/1751 4-5=-2479/2086 ' BOT CHORD , j 1-8=-1841/221�7-8=-1789/2259, 6-7=-1789/225% 5-6=-1784/2247 1 WEBS 2-8=-535/633, 38=-622/719, 4-8=-676/613, 416=-113/275 I 1 NOTES- 1) Unbalanced r ive loads have been considered for this design. 'Ged Ne¢:etlmgNrte!ier tk'GI rCC; 1lDiieSriitlECj CEAidet TElt+Sd[CEiTIID�Ed51DNS enl'jAELdC&"dc�IdEMifw.t ierAy deuptu¢nders¢adredml!satlisl:¢ss DesctDi¢viy{R'm; ui lk detkwrLTezYa C; r.Ltdteae&:¢4tte�nt. Ddess dea+i:t ddel ¢[tleTDD,sa!y giTf's ¢CM.If r�F:lSei]I(:?IitdittlllllDl3%edIC AS¢r!YSS DtIIf¢I1�1C2eS�le�Silln(rldtE!(!S!BIi911rIDDfetleled5l¢H'li�.7e0:edit/tr2i:S51tIdlL¢k:11if!Sfe151NI11r3; He dK'{SFI Rt YEjPTt1;Sd!'i7!I161i1ND2¢Ir.¢2tlU I'.YI. IEPf3SirJ 9S3tn�Iletl,It[Rb'I{¢¢CIIIN;,felifllll7 Anthony T. Tornbo III, P.E. ed¢" tuslrre4!¢eel:iltie¢ist�eresrn!itilfidF'a]n!r,thOwa!itr :i:¢{eke¢1e13ernldorOmi9cer,mtk[xhddlal3(,!I,!adtle6edka'isgnl!ndf?�l.tle{,n!¢`:d15eIDDoadeutietdued6!Tsest.�aJ¢tial��C�-y.ss;¢tc,infillnA¢endtn!idsShc}•sez!e!tzmc3d�trd Z80083 a3D¢sp? 4451 St. Lucie Blvd. ¢@en'eddi¢dEroiet;atl o3ted ai¢v ieamiol lr dlrm:!si¢sdA DeTrnshs,p Eatiads NOT Ce 0.3 Mf;,er,erT�ss Sym* Equa e. of b.&Ii Al1WM,W'eoeeremdddmdhT1TI. Fort Pierce, FL 34946 Troy ,ATCQ?Olt d-Ifeafhatses-AnthonyI.TomboIII, H. Reprodudionofthisdomment,inonyform,isprohihBedwitheulthe wrineopermission hom6-IRo0husses-AnthonyLTomhoIII, P.E. Job Truss Truss Type Qty Ply 71856 A04 Common 8 1 A0076092 Jab Reference (optional) C, 0 Kun: mizu s uec ii zu11 rnnt: a.izu s Dec 11 201 i MI Iek Industnes, Inc. Mon Jul 16 13:53:04 2018 Page 1 ID:In 1 E14n4krFMR5vCX81 ws4z20vo-tlCzPisFSGTIXIf?h53q_Kd4sd6fxx7VKG_JNIyxU Pz 5-3-6 11-3-12 17-4-2 22-6-12 5-3-6 6-0-6 6-0-6 5-2-10 5x6 = Dead Load Defl. = 3/16 in 4x4 = 5x6 II 3x4 = 3x4 = 3x4 = 3x6 = 14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.21 6-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.32 6-8 >852 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 1191/0-7-4 (min. 0-1-8) 1 = 1291/0-8-0 (min. 0-1-8) Max Horz 1 = 101(LC-12) Max Uplift 5 = -514(LC 9) 1 = -554(LC 8) Max Grav 5 = 1191(LC 1) 1 = 1291(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2594/2313, 2-3=-2228/1947, 3-4=-2434/2120, 4-5=-2949/2614 BOT CHORD 1-8=-2049/2396, 7-8=-1307/1723, 6-7=-1307/1723, 5-6=-2380/2770 WEBS 3-6=-554/744,4-6=-685/831, 3-8=-322/511. 2-8=-498/626 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=514, 1=554. LOAD CASE(S) Standard 7-8-2 PLATES GRIP MT20 244/190 Weight: 94 lb ' FT = 10% Rt:uqfkme6tngNrrseifrtE?'dd IDOr IrDSSS�iEHFC�6rR91t lfUls B(066111D55(DsiOA{Sl1a';A;Ifd04i:iD'us1EMl'Iftr Tf!ifl dtSlde rE118NlRetd(MredfSeer$SI!ES1 Dm�dlttii>9 iR�'j ft�IM AeritsJI.1CZTJ Ci�r.E.rdH?LfSlefersitf mf. Udf51 EIla�11l ddd eE6PHID,m'y ' ♦11TtCtelmneffR:Rii{d(l:eitd{efIlillIDwkffliiIsOnsDesilt[!0%r{I.e,Snae0yfigme6? Let lreerTDDeefrestftsstuanoseOne pltlnSladI'§:EMUresfeesAllitfi:•IDtdKot4ksolgeTrmsd?p'7!{eGe{tINtmitrvatteT441.THdfs,pann9Frfn.Itft.�ttetmnl,sfatnury AnfhonyT.TornboIII,P.E. Hess WinTfmsfe-1 Intent is k-spmtUdy 9 he 9ner'Ae 0weW5 'reedgndo;ther161 Desil.!,�n YfnfhndA,K6s Bi eedtk, letdiwAnalt 83lR�l.le�; to dlie IDD r!d nrfifld nett&?irfss.'a:lftiutaa'wg. neeft,imMlElifeftl tnrc s4>I€lath re?µmti5�!:hd ;P 80083 ' IEf{YiYR7Df5ilAt'efd(e451fi'. AD f4'RftEerWE:etTl TDD etdla pl�I[e5 mdpoln-S If1{!h!Ilitp rtefftmlSHtq la mftlmyBC.O rtHIlEld Sf rA WdSIUof?ldHLCtdtF1' flieI re d11(!. IFtl efiNi�?It1Ft1t'S'hfS LkSE9'i?S d6?TIe51 D421jfiH,TtetS PliT1 r]TlmPf fAd r1615 ♦/dI jIR!ff�QiPfS 4QS1 St. Lucie0083 ESIVd. 6'CEAIildFhted{jeie9.N egltfdneli nm!el{r dl reli�K lmnlltd.rte TIESS CFs:as Esgiltlf iSAOT ulrad6g.Ff:gdtf,efT'mSS)Y'!9 gjfiHf/iC9(reellSt].HI(Ca 6a'1!Ehtnl ltenS d>J'Aed lBrrl•I. Fort12rce, FL 34946 (opyright(02016A-1Roof Tfoues-AnlhonyLTomb Ill, R.E. Reproduction ofihisdomment,inany form, isprohibited without the writtenpermissionhomA-IRoofTrusses-AnthooyLTomboIll, R.E. 1 1 i Job Truss Truss Type Qty Ply A0076093 171856 A04A ATTIC 7 1 Job Reference o tional Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:06 2018 Page 1 ID:QkG_WXe2sXF02AugBvNAdeCzRphr-phKkgNu\ tjOn3pNoW514liR5RnmPklonaTQReyxUPx 5-7-1 113a1224i a s-1 s00.8 1zs1zz$1z Z. 2 -7z 5-7-4 3x4 = 5x6 = 5x6 = 5 6 Dead Load Defl. =1/4 in M Iv 0 4x4 = 5x6 11 7x6 = 7x6 = 3x6 = 1-0-0 i0-10-81 1 8-0-0 8.2r6 144-6 14,-6-2 22-8-12 22-6-15 0.10-8 6-8-0 0-�2-6 \ 6-2-0 0. -12 8.0-10 0-0-3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 i SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.85 BC 0.95 WB 0.76 Matrix -MS DEFL. in (loc) I/deft Vert(LL) -0.36 10-14 >743 Vert(CT) -0.60 10-14 >448 Horz(CT) 0.07 9 n/a Attic -0.21 10-11 368 L/d 360 240 n/a 360 LUMBER - TOP CHORD 2 4 SP M 30 NOTES- BOT CHORD (4 SP No.2 `Except` 1) Unbalanced roof live loads have been considered 2x6 SP No.2 for this design. WEBS 2X4 SP No.3 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) WEDGE I Left: 2x4 SP No l3 Vasd=132m h; TCDL=5.0 sf; BCDL=5.0 sf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) BRACING- I and C-C Exterior(2) zone; cantilever left and right TOP CHORD Structural wood directly applied or 2-8-10 oc exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber 13heathing purlins. DOL=1.60 plate grip DOL=1.60 BOT CHORD 3) This truss has been designed for a 10.0 psf bottom Rigid ceiling dfr ctly applied or 2-2-0 oc bracing. chord live load nonconcurrent with any other live MiTek recom 'ends that Stabilizers and required loads. cross bracing le installed during truss erection, in 4) `This truss has been designed for a live load of accordance vvth 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. b/size) bottom chord and any other members. 9 = 1221/0-7-4 (min. 0-1-8) 5) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 1 = 1324/0-8-0 (min.0-1-10) 4-6 Max Horz 6) Bottom chord live load (40.0 psf) and additional 1 = 101(LC 12) bottom chord dead load (0.0 psf) applied only to room. Max Uplift 10-11 9 =-496(LC 9) 7) Provide mechanical connection (by others) of truss 1 =-534(LC 8) to bearing plate capable of withstanding 100 lb uplift at Max Grav 9 = 1248(LC 2) joint(s) except Qt=lb) 9=496, 1=534. 8) Attic room checked for LI360 deflection. = 1 1352(LC 2) FORCES. (lb) I LOAD CASE(S) Max. Comp./ME.Ten. -All forces 250 (lb) or less except Standard when shown. TOP CHORD 1-2=-2792/215 i 2-3=-2525/1883, 3-4=-2290/182 4-5=-547/988, 5-6=-570/1018, ',6-7=-2258/1800, 7-8=-2611 /195 8-9=-3151 /2443 BOT CHORD II 1 -11 =-1 878/2572, 10-11 =-1 487/2308, 9-10=-2206/29 WEBS 3-11=-193/501,i-10=439M% 4-6=-3369/250 2-11=-526/470, 8-10=-901 /864 PLATES GRIP MT20 244/190 Weight: 96 lb FT = 10% Ir". as, risr, rmirsrtee'A-1IOCF BOSSfsrsfulr,6laa T0A1SA(culchs(USTDNS"IRW)d(C9CAIL" MP Ism. resins drop Teeneta vil dlo?su lysbes Desipp Dmig(TN',Wt<lrtlurl. rtxl)D1,Fl. rderm,SIP! Mre tst Udess 01-ise duel en6e TDP,w'y sAre'nnMrq:des s4il;hnedbr rbeTIDb eepdid. beLms Dulp hdree{i.espeebMr hpuer;,rie w1n.ty TOO nrrem:e nds.isoirslt,polisdenl"pwin mgesiAlldrbrbedes'gifriesaneTnss dgM1.lhTDDa.Ir,NaT?41.Rxd±sptasmplrw.Ird:eporbneu, sxleliUr Anthony T. Tombo 111, P.E. N isdriiNssh±nrldldirybhenspedlilg0th0.1"NeO.viss•.sri±Etepctie±seeTdl141O'sip".Nzsuhddit,Q ,i?!A(n1Nelndesdgroh.drRl.lAerypnddlitTDOegmMeBnedb:Tnx.bdrCgImd,4segs,bmllsom d k.43 AsIli, t, wpsli', -T z 80083 ' Ikt,IIlllleeU Oesp!rd kmtreCr..Lnbs selcaia4FIDDNIu rimmsad;nddhesdtSetnlGer(taT mm Sdrryda'ax6!n7(ffjpNisk±AT(71NA(An!relvemi;e pend pins_1e41 de3n;t:;espm:Snies nlfa!tsdleT:as Msipn.T:ess 9nps upia.rrmirnss Mapdca!e±; a'ms 4451 St. Lucie Blvd. A.'wldudlro Cen2d epedesrsbxrifiy lr dl ruPrs lHdnd. hetnss Gnp Esrisarls MCT N.e eilemrte;ysn,nT!e;s Sps'za 6T e±erdoT Anitisr. 111 naMled b:os nenlerselblrn' Fort Pierce, FL 34946 (epl1ighlD2016A-1loot busses- AnlhonyT.Tomho111,P.E. Bepror!WionofAisdommend,inooyfarm,ispmhibiledwishoNthe wdi"enpersnissionfrom VRoof rasses-AnthonTT.Tombolll,P.E. Job Truss Truss Type Qty Ply 71856 A05 Roof Special 3 1 A0076094 Job Reference (optional) 3-1 Run: 8.120 s Dec 112017 Print- 8.120 Is Dec 112017 MiTek 5x6 = 6-11-12 Inc. Mon Jul 16 13:53:07 2018 Page 1 D OaMEcXczF bVg8k88ixOECz_4yxUPw 22-6-12 Dead Load Deli. = 5/16 in 4.00 F12 3x4 3 VS 3x8 rn1 4x4 2 5 4x10 6 7 „ 10 9 "? io 1,76 t o 12 5x6 6x8 = 5x10 MT20HS:z 8 4x4 = 3x6 11 5x6 5x6 3x6 = 6.00 12 p-10-✓) 3-10-8 5-2-8 11-3-12 18-3-8 19-7-8 , 22-6-12 D-10-8 3-0-0 1 4-0 6-1-4 6-11-12 1� 0 2-11 4 Plate Offsets (X,Y)— [1:0-1-4,1-3-41, [1:0-2-14,Edge], [9:0-4-4,0-3-0][11:0-2-12 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.41 9-10 >665 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.59 9-10 >460 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.22 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 103 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 `Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except* B3: 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 34-11 oc bracing. WEBS 1 Row at micipt 3-10, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1191/0-7-4 (min. 0-1-8) 1 = 1291/0-8-0 (min. 0-1-8) Max Horz 1 = 101(LC 12) Max Uplift 7 =-514(LC 9) 1 =-554(LC 8) Max Grav 7 = 1191(LC 1) 1 = 1291(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2347/2038, 2-3=-3961/3450, 3-4=-2371/2025, 4-5=-2383/2011, 5-6=-5328/4637, 6-7=-3044/2611 BOT CHORD 1-12=-1779/2143,10-11=-3151/3753, 9-10=-4242/4942, 7-8=-2386/2841, 11 -1 2=-1 864/2263, 8-9=-2457/2949 WEBS 2-12=-1067/894, 3-11 =-1 49/334, 5-9=-517/806, 6-8=-1221/1014, WEBS 2-12=-1 067/894, 3-11 =-1 49/334, 5-9=-51.7/806, 6-8=-1221/1014, 6-9=-2138/2470, 2-11=-1613/1915, 4-10=-597/850, 3-1 0=-1 610/1582, 5-10=-2792/2665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 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 (jt=lb) 7=514, 1=554. LOAD CASE(S) Standard iscdy • flusedeegtlgrnient3e'A 1196f IIUSSB 1'iBIIPp 6Ir'1!! IfU58 CUA311055 Nflgn{ C@]'J!(rNDALDSdENP Ixa; herAg lerige iermdmrd reJexn n t>islesn Desip gnriyllf�Clerd Mx Ad1u77. iuhr DI, M ldxeee Sietl Seaxnt. Ddess eker+isr dded mdeIDD,ee!g RJlterrrmhr gitoes s6dlhe led to, no TODto it Teti. As a Tins Dulpr(ylreuO.e,Spe:eDy lijin-;, the sell is fly TOO lepruedsrteepetdit, likseleidrgiEFerxe usloulYllnr.or ite(es!Ant. fts"!eTress depmed re dtTOD eel, etlxTPP. DID ii?s'ge nsrogtuu.lordagroetirou,seiidimg Anthony T. Tomho III, P.E. ed is, dais Less 1!eq Itildirg IsIts «spnsAloty ONMr. The Met :411vardester or Ike ddldieg Duigeee, on let coded or lot It, 61cK ud tie bid ha'dug rode le.Mi. The rlpmd if the TODend nl hill ne dhe Tons, hel'tq W4sKnge. ttsMldiu nd kezg shd!tes:,t rupxfAt.-tyif I «80083 ' lfxet'erti Dei:gme rtt(ee.edr. Ali DeNssilo! ie lhIDD eb she pWasolpielaudtiettil(iy(k¢iaed Sderr la'xeEnn it[!!!penlsh. it In cd Sd(Ae?rdeavAtgnmg pAtele IM ad&its ditllntPestlrx,lnsgesip (ngixenm. htssNndo^ntr; eels 4451 St. Lucie Blvd. r]xNu dderdige(ad:edeg�erd epe�ur!niep Sy dl pnfnin:deti lhelnss ees:;arrgixer it rOl."elzldeg Dedgax,xlrns S!xea (yieterdaylnl4y AllrgtsNkeos rremddatlfilr6l" Fort Pierce, FL 34946 (oppoight02016A-1but Trusses - Anthony T.TamboIII, PA. Reprodo0ionDIthisdo(ument,inanyTorm,isprohibBedwithomMewrittenpermissioatmmA-lgoofTrusses-AnthonyI.TomboIII,P.E. R. Job Truss Truss Type Qty Ply A0076095 71856 A06 Roof Special 1' 1 Job Reference (optional) Run: 8.120 Is Dec 11 2017 Print: 8.120 Is Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:09 2018 Page ID:QkG_WX2XIF02AugBvNAdCzRphr-EG?sSPwOHo5beXYyUef?hOK_CeoMc2VETYh42zyxUF 3-10-8 5-2-8 9-1-14 11-9-5 18-3-8 19-7-8 22-6-12 3-10 8 1 4-0 3-11-6 2-7-7 6 6 3 1� 0 2-11 4 2.59 12 4x6 = Dead Load Defl. = 1/4 in 5x6 % 4 4.00 12 3 3x6 3x4 5 5 3x10 2 6 7 o m 10 9 Io 0 of 11 _ �. ` • 12 5x6 6x8 — 5x10 MT20HS� 8 4x4 = 4x6 I I 5x6 % 5x6 6.00 12 3x6 = 10- 3-10-8 5-2-8 11-9-5 18-3-8 19-7-8 22-6-12 10- 3-0-0 1 4-0 6-6-13 6-6-3 1 4-0 2-11 4 Plate Offsets Y 1:0-1-4,1-2-12 , 1:0-3-10,Ed a 9:0-4-8,0-3-0 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP I TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.39 9-10 >692 360 MT20 244/190 i TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.56 9-10 >482 240 MT20HS 187/143 1 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.20 7 n/a n/a o I BCDL 10.0 i Code FBC2017rFP12014 Matrix -MS Weight: 104 Ib FT = 10 /o I LUMBER - TOP CHORD 2x4 SP M 30 *Except` :2x4 SP No.2 WEBS BOT CHORD 4 SP No.2 *Except* 4-10=-601/797, 2-12=-1224/1096, 2x4 SP M 30 2-11 =-1 042/1480, 5-9=-541/820, WEBS 4 SP No.3 6-8=-1228/1026, 5-10=-2697/2565, WEDGE 6-9=2084/2421, 3-10=-461/433, Left: 2x4 SP N 3 3-11=-958/1153 BRACING- ' TOP CHORD NOTES- 1 Structural wood sheathing directly applied or 3-0-1 oc 1) Unbalanced roof live loads have been considered pudins. for this design. BOT CHORD 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Rigid ceiling dir, ctly applied or 2-2-0 oc bracing. Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; WEBS Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) 1 Row at midpt 5-10 and C-C Extedor(2) zone; cantilever left and right ends that Stabilizers and required exposed ; end vertical left exposed;C-C for members MiTek recom cross bracing e installed during truss erection, in and forces $MWFRS for reactions shown; Lumber accordance w , h Stabilizer Installation aide. DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise REACTIONS. b/size) indicated. 7 = 1191/0-7-4 (min. 0-1-8) 4) This truss has been designed for a 10.0 psf bottom 1 = 1291/0-8-0 (min. 0-1-8) chord live load nonconcurrent with any other live Max Horz loads. 1 = 97(LC 12) 5) This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 7 = -506(LC 9) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 = -559(LC 8) bottom chord and any other members. Max Grav 6) Provide mechanical connection (by others) of truss 7 = 1191(LC 1) to bearing plate capable of withstanding 100 lb uplift at 1 = 1291(LC 1) joint(s) except at --lb) 7=506, 1=559. FORCES. (lb) Max. Comp./M . Ten. - All forces 250 (lb) or less except LOAD CASE(S) when shown. i Standard TOP CHORD 1-2=-2476/220 2-3=-3793/3238, .( 3-4=-2363/212 4-5=-2432/2054, � 5-6=-5293/459 6-7=-3050/2618 BOT CHORD 1-1 2=-1 978/22c, 10-11=-2001/2543, 9-10=4191/48 8,7-8=-2394/2848, 11-12=-2081 /2 31, 8-9=-2467/2957 WEBS 4-10=-601/797,F-12=-1224/1096, 2-11=-1042/14 0, 5-9=-541/820, 5c y.11ee5etl. yretiewtse'bi IDLE TPKSBCSIU111ea:l!(rwI(Doffltls(DsloiardllnAl"C0D'awiiBi tote, Vint deupieeme!us Mulf.Annlbt Truss Dulp a-iy(Irl0ie4 At Idupl.Iarlai:1 Mid— SIMI ke'are me. West Ntumse s!d"i cease l➢D,w`p ' this uanm lsens1ditzalfudalDDla ktdld. 45IT'As Dull, 11ilt<HEId,Sie:1111(Flilttx„113 utiteum yTDD upuuussiona;e Erne pds5lud vi:Rtali rtSi11511!IApbf!St dKipaIN sie;lOuss itpril is fit UD ulyslalKl. The der,pasvmpitr.!tds2mtdnnts, seaetiny Anthony T. Tombo III, P.E. cull dal, Nufer.y lwldlttiso—ppltnlipdPsontnalOM'SlfetaJ'lEd egeal l;a, 16161 Dniiut,pfesaint 0is, KauliWA, ludiw!inal-IKl.Tit EignE!dl9e 11D.A.IrDd2l5101TRSLlodtdltjiSA;'gf9EtMF, IushlldinudtEi MstSelk—,Rpsls,iihd a80093 dtr Lzt dapDtsigut![s1Ca:.a!!.asu,wlsmTooetltpeaim®dl.idtutesdneueuEicE�I:+msddpintap;mridnrim�dnuErtEdEtatat, pEadTdot_ 4451 St. Lucie Blvd. rtE. (op,1igh1D2016A•Ifoofftossts-AmhonyMomholll,P.E. Diu ldndlpaGseM aged m5oeuvdaq l(dlpM:n imdui IDeiuss Desix Esliuer islCTLktlidag DEngEer,rtTuSs Sps2a Etgteerdmp blDOy. tJlEadad!e;os tre os ddad lalef 1. Reprodudionofthisdocument, inany Imorisprohibiiedwithout The wrinenpermission homA-IRooffrnsses- Anthony LTomb III, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 71856 A07G Roof Special Girder 1 1 A0076096 Job Reference (optional) rwr1: ce. ILu 5 Lieu I I cu I i rnnt: u.-tzu s Liec i i 2u1 r ME E eK Inoustnes, Inc. Mon Jul 15 13:53:11 2018 Page 1 5-2-8 I D:QkG_WX2XIF02AugBvNAgCzRphr-Ae7dt5yepPMJtghLb3hTnpQKgSUX4zdXxrAB7ryxUPs 3-10-8 4-11-0 8-11-7 12-8-7 18-3-8 19-7 8 22-6-12 310a 1 o so 3 e 3 a 1s 3 s 1s 5-7-1 1-4-0 2-114 2.5s 12 4x6 Dead Load Defl. = 1/4 in 4x4 = 3x6 11 4x4 = 2x4 11 5x6 ZZ 6.00112 3x6 = Plate Offsets (X,Y)-- [1:0-1-4,1-3-4], [1:0-2-14 Edge] [10:0-4-8 0-3-O] [12:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.25 TIC 0.67 Vert(LL) 0.30 10-11 >916 360 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.52 10-11 >517 240 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.21 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 `Except` T3: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 `Except` B3: 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-5 oc bracing. WEBS 1 Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1195/0-7-4 (min. 0-1-8) 1 = 1309/0-8-0 (min.0-1-9) Max Horz 1 = 89(LC 8) Max Uplift 8 = -500(LC 5) 1 = -595(LC 4) Max Grav 8 = 1195(LC 1) 1 = 1309(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2336/1067, 2-3=-3866/1755, 3-4=-4039/1852, 4-5=-2654/1104, 5-6=-2638/1077, 6-7=-5227/2155, 7-8=-3075/1265 BOT CHORD 1-14=-988/2145, 13-14=-233/428, 11-12=-1402/3270, 10-11=-1934/4817, 8-9=-1 147/2875, 9-1 0=-1 18212983 WEBS 5-11=-337/937, 2-14=-1134/529, WEBS 5-11=-337/937, 2-14=-1134/529, 4-12=-369/764,4-11=-862/554, 7-9=-1242/500, 6-10=-262/839, 7-10=-925/2317, 6-11 =-2394/120 1, 12-14=-845/1920,2-12=-705/1677 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=500, 1=595. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 93 lb up at 4-11-0 on top chord, and 22 lb down and 33 lb up at 5-0-12 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 + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-8=-90, 13-18=-20, 10-12=-20, 9-15=-20, 9-10=-20 Concentrated Loads (lb) Vert: 13=-22(F) PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 105 Ib FT = 10% Geslep- Plnu ticrgmyeegeat3i'Ad toff FIZESi"SEftn 1299AL UMS 9 MIIIIDYSfiS10R(dalti'}A:YYOW* "v3MEX^ bear. VV4 Wye duemetm sd red Ais nthsslns Deep D-hItNi ONAeehngl. kaha Dl, I.E. Were., SW nSre es?. Ddeu OW-11e aeud late, ED,n'p T: Tombs III, P.E. MUTMa isp!elts shell Ee Old fit tle 13Dls u eeliL Asalns Deslpe ppantl.e,SletldlY pFluer;,iacdnnYIDD!eFresMunnnpoo;ed Dgraf:vloea erx.eterhpngnnlllalbnle Imp el cee s�zeSeTerss dya: saIke ran sell, Me�TtFl. ilx desipnn!mpnn, nct�cneinns, seneulrr Anthony r•A ned�is lnsSren lailGeislkrespe!ililaydlk0 vetheflneisralsmel egeautle pileiev, Designe,a;Rsutsaellie lK, isth.ad Ne hsc�hw'I ep aY[ad rM1l.Re}Pme(dae lD6 odne(ic(euedhtTnss;mdr6gl.^di�. sRnp,IsshllcAundpnag ihel'Ex Lr re!pnt's-'trd ;f 80083 ' thIN1p3esigae:eedumpdv.AllnDsseitistr.Wnllnpodus01pielnenERepad,errwpnenRhryH!mean;t(9?phlisttl4i1?1WSICAnerderzzdfirVenolpibsaTPiSktint7arcsgeasliii7iesmd6Drsd4elmsWisner.Iene911!plopwradlassdvaA�ro:er,an> 4451�St.LucieBlvd. e!leMse laiesd lyo Crmaa rgrcs9 epvuraasp lyd{pgt:N lsm'ud.lheTnss CeslpEaglseerls gDT>u`e rel dapen!pn,nT;essSys?es Fyh:ere: ©7pilliag. All sq!tia!dhros nenddadl,11H. Fort P�ei[e, FL 34946 (apysighl02016A-1Roalirasses-AotbayT.lembolll,M. Reprodunianolibis dommenl,inany form, isprohihhedwithculthe wrilleapeemissionfrom A-IRaDiTmsses-AnthanyT.TomboIII, P.T. I Job Truss Truss Type OIY PIY A0076O97 71856 A08 Roof Special 1 1 Job Reference (optional) 1-4-0 2.59 12 3x4 3x8 _'4�' 3 �� n_ 5 2 11 e 12 5x10 MT20HS% r 4x6 = 5x10 MT20%S6 12 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD BOT CHORD : I WEBS SLIDER Left 2x4 SP No BRACING - TOP CHORD Structural wooc BOT CHORD Rigid ceiling dir WEBS 1 Row at micipt cross bracing REACTIONS. 1 = 7 = Max Horz 1 = Max Uplift 1 = 7 = Max Grav ' 1 = 17 = FORCES. (lb) Max. Comp./IV when shown. TOP CHORD 1-2=-614/489, �V J ycy ID:QkG_WX2XIF02AugBvNAgCzRphr-eq' 17-1-8 7x10 MT20HS-- 5 12-5-8 Inc. Mon Jul 16 13:53:12 2018 Page 1 AV_GX9n CiJ OyRj rrP p PCg9VwkflyxU Pr i-8 , 21 4-12 0 2-11-4 4.00112 4x4 6 9 6x6 = 8 5x10 MT20HS= 1-8 18-5-8 Dead Load Defl. = 114 in 7 0 qa 3x6 = SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Plate Grip DOL 1.25 TIC 0.90 Vert(LL) 0.40 10-11 >647 360 MT20 2441190 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.57 10-11 >451 240 MT20HS 1871143 Rep Stress Incr YES WB 0.93 Horz(CT) 0.20 7 n/a n/a Code FBC2017/TP12014 Matrix -MS Weight: 96 lb FT = 10% 4SPM30 4 SP No.2 `Except` 1B3: 2x4 SP M 30 4 SP No.3 2-0-0 eathing directly applied. y applied or 3-5-12 oc bracing. 4-10 ds that Stabilizers and required installed during truss erection, in 1203/0-10-5 (min. 0-1-8) 1150/0-7-4 (min. 0-1-8) -93(LC 13) -533(LC 8) -466(LC 9) 1203(LC 1) 1150(LC 1) K. Ten. - All forces 250 (lb) or less except 3-4=-4673/406 4-5=-2733/2357, 5-6=-4770/406 , 6-7=-3080/2745 BOT CHORD 1-12=-2214/2 10-11=-3823/4565, 9-10=-2030/26J6, 0, 7-8=-2560/2906, 11-12=-2344/2119, 8-9=-2640/3010 WEBS 3-12=-1292/11 0, 3-11=-1947/2338, 6-8=-1286/119, , 6-9=-1268/1768, 5-9=-1788/204 , 5-10=-331/555, 4-11=-100/283! 4-10=-1994/1825 WEBS 3-12=-1292/1120,3-11=-1947/2338, 6-8=-1286/1196, 6-9=-126811768, 5-9=-1788/2048, 5-10=-331/555, 4-11 =-1 00/283, 4-1 0=-1 994/1825 NOTES- 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) 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 (jt=1b) 1=533, 7=466. LOAD CASE(S) Standard I-. Terup dull,lreadrs cal red eat?s Astbsltss hfp3,ahiJIM;aI WdInef1. tact Dl, Pi lid—t%atW.I. ut. uAl., s8rrin Mid III, thTOD,sa:p w>kcurnrl,d,std!rtudUrelDDtttetdiLdseLnsDnlTefryitr(I.e,SfesidlTbdn?rAasits aurTDDaIntim,tean;e.rilVIA rrd?ssiudigjarltgr?srnsi4ilA Iti,IKV<4INsajeTnssdepMufitIDDalt. 'der IN. Ile dnpnnIklgou6nnssrtldury Anthony T. Tombo III, P.E. vidOt/IidiTmsSr lip lNlli141t 14e R,paa!d111Tdra D.e?t,@fD.al,IaJd3d FTm e: tit lalliri Dts!1I. L4 iid?dd l# It1,333."I the [I'd tx sTnde AdrM1t.Toe gpnn'dl4e lDD a,i n.taldased6e Tnss.udttiy la£ crn4t,luh!isfin ud4strh; slif it I-,-21=43l, d :80083 let fs3De9,re ed la.4cr. df Its se d i teIDO.1In jok'sadd h1isd1111.19t1rsalam st"lztmNn-INInHiM 4T III Ind 9U tr.tIti in.!y:dmee TYrlkiaiit! n,peu4Shis ad bits etaLu 0, ri tim 1, Its, Ns¢ug.resA 1.sVmlt.^.eAir teus 4451 St. Lucie Blvd. rt uldird 1poltsl m,g,ed aptuvrifiq 1pol pdtsiaeni l4einss trslp lar,ren is MDT"we lnlagDes:pa,nT,ss Sps+!a Fape?err:aph,dSg. dll sq,dz.lk.onreas defael laiPl 1. Fort Pierce, FL 34946 (o' Tight 0 2016 A -I Roo! Tosses - A lhonyL Tombo III, P.I. Reprodutlian of this document, in anyhrm, is prohibited without the written permission from A -I Raof Trusses-AnlhonyL Tombs 111, P.I. 71856 IA09 Roof Special 1 1 Job A0076098 s Dec 11 2017 Print: 8.120 s ID:QkG_WX2XIF02Auq 5x10 MT20HS= 7 MiTek Industries, Inc. Mon Jul 16 2.59 F12 3 n nnl— 13:53:14 2018 Page 1 10fVfHKgzdpPrjAyxU Pp i-13 1-4 Dead Load Deft. = 318 in 85x6 I� = 5x6 a s5 3x8 i? 9 6 a e 3x6 = 5x10 MT201jffo 12 5x6 _ 3x6 = 1-0-0 1-9-8 6-6-13 7-10-13 12-5-12 1%-2 9 17-6-9 20-5-13 1-0 0 0-9-8 4-9-5 1-4-0 4 6 14 3-8-14 1 4-0 2-11 4 Plate Offsets (X,Y)— f1:0-4-5 0-0-11 f1:0-0-6 Edge] f8:0-2-12 0-3-01 LOADING (psf) SPACING- 2-M CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.79 Vert(LL) 0.39 7-8 >635 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.69 7-8 >357 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.16 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 85 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 1069/0-7-4 (min. 0-1-8) 1 = 1185/1-2-2 (min.0-1-8) Max Horz 1 = 72(LC 12) Max Uplift 5 =-429(LC 9) 1 =-529(LC 8) Max Grav 5 = 1069(LC 1) 1 = 1185(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown_ TOP CHORD 1-2=-3083/2716, 2-3=-4445/3751, 3-4=-4487/3725, 4-5=-2768/2459 BOT CHORD 1-9=-2543/2976, 7-8=-2012/2457, 5-6=-2275/2601, 8-9=-2699/3192, 6-7=-2355/2727 WEBS 2-9=-1462/1261, 2-8=-1139/1643, 4-6=-1239/1072, 4-7=-1233/1829, 3-8=-1554/2011, 3-7=-1497/1999 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf, BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=429, 1=529. LOAD CASE(S) Standard vfmn-Pme!Smoll it, ofit 'l1.10IMIS(S1(EEt;,5a:t1t1EL4f tIPNP(aNS(CSSOY;'tNlt jirNk6p(FDElt:ATEtra. rn;h l+s Fzmetus WtWadlsta l4is%rns 6tslpniktxiep; Dbicslq!A:!.�ap T.lazHlC,r.E. rtterten.51ttl 1t4re nl. 0c'tsis'Nm�irt sMNto6e TBD, adr ATettaatfto!Ides d IIt ss dfurel6;htt"91 Ass Intl CvsipEaN;3ter(i e,Sre!a.7Fa s!es1, Nt nd et ar R4it re:eswrsepleeu o. iEt adds' dtajnse!hN"tspaf•.5:'iblu ht NsiNtdn!tityh ia;skpideataNitlCO,dr, ndtrlPN,(!tlesip4ntea!rtos; haAal:gs:tites;!eA�+Jih edutf!wl lass hte++y bq q!v4r4:ptas.",' dGt Crea,rt Oturi t vitsfaled trtisbr:!i!e1 r,.pw,h Its W411. fBs llG it lrt eitt lmd ltilimp& MOP. Ttt nf'M' V11618W tgI'A 0lit TOSS, tvmg+sallisr. sbinp si":amd bny ddl>t a! nspnWl-po? AntllOny 7. j'OfYIb0 111, P.E. ' be rdidhp Msigmnsftmo-ar. Aladts set s+la i@6 Wt!t p!teinW 'rtssdrttr�lGcy(orpm"dSdel!Mar¢daolYS6pw>GtStlh41W5lgttt;duttttd htEutrdpiiext. TPiidthses Ht rtspsssdili`ttml tnxsd9t h"ssGr¢s!s, bass 8tsgv Ee!nett nl inssOmdtG<et!�tss *80083 tiSts•iuddi"iirt(tthrstpt,ign >s_sNSl.,;wi,$4!,I!td. Ire loss otsirs Uots, is ko1fit rdl(itr onipux?lms Srdtte Erftor$1"1 W161(. 15orihG.!!I„atwcndtfiWis;rrl. 4451 St., Lucie Blvd. to t ht02016A-IRooffrosses-Artban 1.lembo111,P,E. Re sedurfionofI%dommeal,inan folas,4 lobibiltdwithoullhewsiitta esmissiaafromA-lioolTeossis-Anibaa T.TomboIII,P.f. FortPiercb, FL 34946 PY%�9 Y P 1 F F Y Job Truss Truss Type Q1Y Ply I A0076099 �71856 A10 Roof Special 1 1 Job Reference (optional) 3x4 = +gun. u. ,�..� �w„�..,,................—.... .. __.. ..... _.. ...___...__, ..._. ________. ID:QkG_WX2XIF02AugBvNAdCzRphr-2PN7iS?9teslMS?6gvlPxfa( 6-6-13 7-10-13 9-7-1 11-11-14 13-10-5 15-2-5 18-1- 8 6 13 1-4-0 1-8-3 2 4-13 1-10-7 11t 0 2-11- 46 = 4x6 = 2.59 F12 3 4 3x4 2 3 r w - 1 -- -- 10 9 6x6 1.5x4 11 1.5x4 11 12 3x8 ii 5x6 6.00 12 8 6x6 1-2-7 1 1-9- 6 6 13 7-10-13 9-7-1 11-11-14 13-10-5 1-2-7 1 0-7-1 4-9-5 1 4 0 1-8 3 2 4-13 1-10-7 Plate Offsets Y)— 1:0-4-1,Ed a 1:0-0-6,Ed e LOADING (psf) i SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TIC 0.70 Vert(LL) 0.26 10-11 >850 360 TCDL 15.0 ! Lumber DOL 1.25 BC 0.80 Vert(CT) -0.36 10-11 >602 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 � Code FBC2017ITP12014 Matrix -MS LUMBER- TOP CHORD 4 SP No.2 NOTES- BOT CHORD I 4 SP No.2 1) Unbalanced roof live loads have been considered WEBS 4 SP No.3 for this design. WEDGE Left: 2x4 SP N 3 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; BRACING- Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) TOP CHORD Structural woo St St 'sheathing directly applied or 2-8-12 oc and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members r BOT CHORD and forces 8t MWFRS for reactions shown; Lumber D D Rigid ceiling dir' ctly applied or 3-11-13 cc bracing. Provide plate grip drainage 3) Provide adequate drainage to prevent water MiTek recomr jends that Stabilizers and required ponding. cross bracing a installed during truss erection, in 4) This truss has been designed for a 10.0 psf bottom accordance w th Stabilizer Installation quide. chord live load nonconcurrent with any other live loads. REACTIONS. b/size) 5) ` This truss has been designed for a live load of 6 = 926/0-7-4 (min. 0-1-8) 20.Opsf on the bottom chord in all areas where a 1 = 1068/1-0-0 (min. 0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 1 = 56(LC 12) 6) Provide mechanical connection (by others) of truss Max Uplift to bearing plate capable of withstanding 100 lb uplift at 6 = -392(LC 9) joint(s) except (jt=lb) 6=392, 1=485. 1 = -485(LC 8) Max Grav 6 = 926(LC 1) LOAD CASE(S) 1 = 1068(LC 1) Standard FORCES. (lb) Max. Com x. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2418/208 , , 2-3=-3432/2913, 3-4=-2630/228 , 4-5=-3609/3010, 5-6=-2324/199 BOT CHORD I 1-12=-1914/238, 10-11=2058/2638, 9-10=-2045/26, 0, 8-9=-2032/2606, 6-7=-1823/217 ,11-12=-2034/2470, 7-8=-1883/225 WEBS j 4-9=-132/315, -12=-1075/955, 5-7=-919/817,-11=-930/1257, 5-8=-1000/138 3-11=-7721960, 4-8=-819/991 F Dead Load Dart. = 3/16 In 4.00 12 3x4 5 N N 6 6 �I 7 k r 5x6 3x4 = PLATES GRIP MT20 244/190 Weight: 74 lb FT = 10% 1 Nn�i-Pilau St!tsyflytta[at!t'A'IBJri1USSES(S1!9�. EE4EutlES4S2(6ND7UMS(t'ROM(W![i",A!tA3d1EOeLL(KI'{ra.Tait•lisp rtaousca"oi nits k Ns rrsss Costs bt+Teri Dbial:elt`.sxl I.rs.•HMIT. l?`— Siotillot"... Crtss OvMss s-odo WN. Ply hill ettttlffitplot, SAE I-dlN lt';!4 Ast1twNs'FSii3;i!lfT,Anthony T. Tombo 111, P.E. rtr�ef[rifrnfs lts¢y1rAt3h:xn;rsas:F!746t C.tc,fit Oran teb`ereryrel tr t6�':xj[�.:'n+u,nhe seCf>•rdalit,tke R(alt2eiwl>rsiroi srds wlt!FI. Tas rypuuld71e18 tet wtfidfatt. de Gns; uchts; �etlui. stue¢,s:ix"a`uad Y.rtiyfShc It At;espusiiJ'(d n80083 ' ' fst dtutpssiprtmtGrfrmel�a�esulMn'xT24sr1dptentury>:€zaxc&e{(oxemasht3Mxssm(i;firyr-iHlhiitdS!(Aae[uvems!'u.yerds:;i�e. i!Fidtms6e!e[ya:+iiASetarlAmdSehenC�:+ox,'srssCtnpFtpeeuo(`nnflsesittzer,aviss 4451 St. Lucie Blvd. tfe �is</doedip(nhsAtpedgane.^.q6l ai resin ded!d.40i"s[mipfeq:m[fool fd.10t9 DripersahnsSnieaE �atudogk.ifGer. Lsnniicdirssausetfietl ia'.f'ri. 1 FOR Pierce, FL 34946 !(tfigb1wIAIA1_1Rearttussc;.Atibooyr.Tomball],P.E. Atpck.tioaafIbisdosomeas,inanylorm,ispsahibittilwitboutlbensitleapcemissianiromAdtoofhoses-Antho„y1.Tomballl,III Job Truss Truss Type Qty Ply e 71856 A11 Roof Special 1 1 A0076100 Job Reference o tional ?FQFi—,>- 4x4 = evlurr due so l 3 :1 LUl C ID:QkG_WX2XIF02AugBvNArjCzRphr-?oUu780POF6Sbl9VyKotO4gMUsdDUnnPJndVK1 9-1-15 10-4-12 i -15-9-4 4.00 12 4x6 = 4x6 II 4 i-U-U 1-9-8 6-5-15 9-1-15 1-0-0 0-9-8 4-8-7 2-8-0 Plate Offsets (X,Y)- [1:0-5-5,0-0-11 0:0-0-6 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.13 6-9 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.19 6-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 809/0-7-4 (min.0-1-8) 1 = 926/1-2-2 (min.0-1-8) Max Horz 1 = 49(LC 12) Max Uplift 5 =-314(LC 9) 1 =-420(LC 8) Max Grav 5 = 809(LC 1) 1 = 926(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2020/1814, 2-3=-2097/1851, 3-4=-2266/2007, 4-5=-1684/1475 BOT CHORD 1-6=-1652/1938, 5-6=-1277/1555 WEBS 2-6=-41 /253, 3-6=-741 /682, 4-6=-800/1027 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of i truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 5=314, 1=420., LOAD CASE(S) Standard Dead Load Defl. = IM6 in 3x4 = PLATES GRIP MT20 244/190 Weight: 59 lb FT = 10% dn11 •r e¢se Moor nde.Oe `l-t !@OrTIMS(SrS11-11f, MOL I;fA!S t iCXU;AhXS ttlifON('MEI",,l(KIANtEDEt'ilT Im Pntlrlts:expxa1tws Id iniures ¢E lais Too Deify Dwi¢lpkicd:4?a!mf Umh 11111. Ne 's SSaatlAttt zss. !Otss 4'Snewist sx.W M"UTA. uh 8iirtreatE¢r rldu still re rsdhsLS¢ib to la+Cit ls¢Irtssdp Fgn:n;i.e.,ireri'.ryEc;¢enf, Me ude4 eay h9iege;ets¢asGghn:aaEr 4rdnsiseue4jireerzsrs¢s=.k9,M4"sA¢dradris thylt bsxs d:pinelwftt709 salr, nlG lr}!, fxd:st¢nsssp":ms; Is¢fvl.'aEdas: setw*ilih ombT Anthony : o Ili, P.E. ¢srtseddis 7rnsl¢rrbs Ct a,7 istte n:rwsirarttGt 6+xai, sia OreN s4¢ISsr d4;edu3et.ldyt4sy>r,ta ha:ecedetk(!{,ila Ri4d@rind rilfi¢4:ds wriNd, T3s ryps44sld4e 190 ul ett4diesediia inns; usto:xl4ailur. sWgt, s !Eie 4dl:nng s!¢II )a We rts!¢¢s@il7d Tomb ' tiakNur Pad!¢x nr Geumnr. Atlanss sdMp!i:1[tl rdtOt p4ens of it:ess'Mtmd¢lr4sWnnSdatP 66re>:¢atg3Afa)LOtilritildSbAttts4'nnM!.Olw:¢ildime. RN ldnas eye sesNsi:iUnad 94es One Nee 0tnr,G:?sns Cesil4tep¢nr mdinss BsedrGaes, ess St180083 ; aRq.i;tlersrtdht[xhnlay tdgsroi4 n. ykrd polies h!4L4L ilt lass tlssg¢f yansls Ali Gf{nUo{[ksiretl.4!irns S,*de®Ee�!nG1Im{1ilElr, k_sgihl;,;l Naseetl Otfi4ttl ie iF4L 4rtSSC: ,FL 3494 Fort "vierce, Ft 34946 tepyrigEt;ti201LA-1Real ltusses-RetAonyLEem6uIII, P.E. Aeprsdunionalthis demment,icany form, ispmhihitedwitM1autthe ws;9eapcemissiaaleemAdfoaSLosses-AnsEonyi.lambaIII, V.E. Job Truss Truss Type City Ply A0076101 71856 Al2G Roof Special Girder 1 1 Job Reference (optional) Run: 8.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Mon Jul 16 13:53:18 201 B Page ID:QkG_WX2XIFO2AugBvNAdCzRphr-T-2GLU119ZEJDvkhV1J6ZHCaEGxgDHgZYRN2sxyxUF 3-4-14 4-9-10 7-5-12._ 8-7-4 13-5-0 3-4-14 1-4-13 1 2-8-1 1-1-8 4-9-12 i 4.00 12 4x4 = 4x6 = 4 5 2.59 12 4x4 = 4x6 = 3 2 W4 W .-T1•.- 1 2 W3 6 T - O e• n 8 3x4= 7 ri 4x8 = 3x4 3x4 = 1- i 0 1-9-8 3-4-14 4-9-10 7-5-12 8-7 4 13-5-0 1- -0 0-9-8 1-7-5 1-4-13 2-8-1 1-1-8 4-9-12 Plate Offsets Y — 1:0-5-5,0-0-1 , 1:0-0-6,Ed e , 5:0-3-0,0-2-8 LOADING (psf) , SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 ' Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.07 7-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.12 7-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 54 lb FT = 10% LUMBER- TOP CHORD 4 SP N0.2 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) f BOT CHORD 4 SP No.2 Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=22ft; WEBS ik4 SP No.3 Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); WEDGE cantilever left and right exposed ; end vertical left Left: 2x4 SP Nc BRACING- 3 exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water TOP CHORD ponding. Structural wood i sheathing directly applied or 4-4-15 oc 4) This truss has been designed for a 10.0 psf bottom purlins. chord live load nonconcurrent with any other live BOT CHORD loads. Rigid ceiling dir ctly applied or 5 10-7 oc bracing. 5) * This truss has been designed for a live load of nds that Stabilizers and required 20.Opsf on the bottom chord in all areas where a MiTek reGomr cross bracing installed during truss erection, in rectangle 3-6-0 tall by 2-0-0 wide will fit between the rh accordance w Stabilizer Installation quide. bottom chord and any other members. 6) Provide mechanical connection (by others) of truss REACTIONS. b/size) to bearing plate capable of withstanding 100 lb uplift at 6 = 679/0-7-4 (min. 0-1-8) joint(s) except Ot=1b) 6=289, 1=370. 1 = 802/1-2-2 (min. 0-1-8) 7) Hanger(s) or other connection device(s) shall be Max Horz provided sufficient to support concentrated load(s) 21 1 = 44(LC 27) lb down and 21 lb up at 3-4-14 on top chord, and 6 lb Max Uplift down and 13 lb up at 3-4-15 on bottom chord. The 6 = -289(LC 5) design/selection of such connection device(s) is the 1 = -370(LC 4) responsibility of others. Max Grav 8) In the LOAD CASE(S) section, loads applied to the 6 = 679(LC 1) face of the truss are noted as front (F) or back (B). 1 = 802(LC 1) FORCES. (lb) LOAD CASE(S) Max. Comp./M . Ten. - All forces 250 (lb) or less except Standard when shown. 1) Dead + Roof Live (balanced): Lumber Increase=1.25 TOP CHORD Plate Increase=1.25 1-2=-1629/745 ',2-3=-1628f750, Uniform Loads (plf) 3-4=-1376/585 -5=-1321/596, Vert: 1-2=-90, 2-3=-90, 3-4=-90, 4-5=-90, 5-6=-90, 5-6=-1363/571 9-12=-20 BOT CHORD Concentrated Loads (lb) 1-8=-711/1576 ,7-8=-1002/2189, Vert: 8=-6(F) 16-7=485/1254 WEBS 2-8=-93/279, 3 =-659/332, 3-7=-938/520, 4-7=-113/283 NOTES- 1) Unbalanced oof live loads have been considered for I 1 this design. I i7n ritast:a3+oplf 10.tat't;103TTIMISe rsa:ri, RE0119ui t C0110713 110RON; WTEr;htsigr<lED-otR4l'tsra. re3�. t{StyAytlanttns atdasitsn GIs tttEs Uesiyt bf.ier(DUtt�fi: t&2a3t LT,xat II,P.E.1«trait An4tt¢rt a3•.. 73:'e33 E'hl:.ist ShlMtn StP-0,atl! {DT f1R![RPrldl3Sb.4ttt3tEraotTUsrtrtEcdtslt!lSsCEs:ptayater!ie,irl:"a3fiavu,tlt3fG•lklGyr4D1E/'[S2G'.33)n34rlGlL l�9rrGIt33%EG'f&jnlSSgIt3FtS3:Lih,flW,alSltAi{9iitt{ItitPlSrlrl:JQ6Hw'.T:DIfIf,a{Fllrn re'rlSlrGlSStaj` t'9r3ry•� a/; S iilh Anthony T. Tombo III, RE, of tE�'iil3313f W'frP.>a3i3'bltrlQS'3�ta!F!ilt 6+te,ttD+ff!lS itr&ifetltjtdtfi4.Jr%.f'R,+'i,:Y?'I4t:EC.4C6i lit llLtIKEk2tEt InLI{nlli3riCd/LSST!II. T13�rl9itl �'3PitcE BYDtUa3l41IEE TSe33,2Ct:2J 9G%�lilt.f✓nC.^jt.i3�:¢t TfE S?nBj 36tD 9'. A:It;}flS lit'EF n$0083 ' bt (tits Dt4ytEt GftiitSWtltt.4D9lil34d1N05t TrD Ftr ltF(tlf:U3IIS3 rt3ArcR 6f lttrR'Y;(PxpuEEi rlriYIvrtfSffiRC{�i�t)>)i4i�tilda rat nt fiitElntrt!!§@RGI rfI�L4l, r�l{'tA?Sfl1f43�33131h:E3�samestrnlTas:et:ll=,rlasce3trsrtSe�33atrE3Sa3G:t3r:tr,astls 4451 St. Lucie Blvd. � al! i;saeve7trtrahn:ItptNryaisxtiLxg67�;rtiitsit!SLti.atraSSl#t�trE:�lEt{see3aeralaitrot3i�ecE:tla3ss.3tlarryGl:tiEo;swP=xaiiryll3�;aiI��3�l13��5lltutal. Fortaferee.=L 3a946 1 (c .fightQ2gi6A-1RoofTrusses Anthony1.ramhel!I,U RtiumiuEtionofthisdomment.inany[arm, isarohihitedw!tAauithearirieapermissioa!remAlRoa!Irassts AatDaayl.Tamho116P.E. Job Truss Truss Type Qty Ply 71856 A13G Hip Girder 1 1 A0076102 Job Reference (optional) Run: 8.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Mon Jul 16 13:53:20 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-PNAOmA3HhAU1 SDt3dSLaeiltO4hphCPs?ls9xgyxUPj 2-0-0 7-1-8 9-11-4 2-0 0 5-1-8 2-9-12 4.00 F12 4x10 = 4x4 = 3z4 11 2x4 1 2-M 5-1-8 2-9-12 Plate Offsets (X,Y)— [1:0-1-12,0-1-3), [3:0-5-0,0-1-13) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.06 6-7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 41 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 609/0-8-0 (min.0-1-8) 5 = 562/0-7-4 (min.0-1-8) Max Horz 1 = -38(LC 9) Max Uplift 1 = -337(LC 4) 5 = -308(LC 5) Max Grav 1 = 609(LC 1) 5 = 562(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-993/578, 3-17=-12531745, 17-18=-1253/745, 4-18=-12531745, 4-5=-1323/754 BOT CHORD 1-7=-498/905, 7-19=-497/913, 19-20=-497/913, 6-20=-497/913, 5-6=-678/1246 WEBS 3-6=-214/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf, h=22ft; Cat. 11; Exp D; 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 Qt=lb) 1=337, 5=308. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 91 lb up at 2-0-0, 37 lb down and 38 lb up at 4-0-12, and 37 lb down and 38 lb up at 4-11-4, and 91 lb down and 92 lb up at 7-1-8 on top chord, and 17 lb down and 28 lb up at 2-0-0, 11 lb down and 19 lb up at 2-0-12, 10 lb down and 19 lb up at 4-0-12, and 10 lb down and 19 lb up at 4-11-4, and 29 lb down and 51 lb up at 6-11-4 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=-90, 3-4=-90, 4-5=-90, 8-14=-20 Concentrated Loads (lb) Vert: 7=-28(F=-17) 6=-29(F) 19=-10(F) 20=-10(F) Gnnlvd rlevse 6undNrn!itptk'dI IOU n;5s5rsR1El'1,6(An!{TFINSB(OIGTICSS(USIDNj xrt];x:etl[E,;EDSNEXi'!xc Ye.-drleup rater!en neteo7estesnl'tltT,t3s Despotnriy{RAG)"ifl,lvBwyl.iex!>i;6t.E.Idnexe SleslM':et ne. Miss tlle!rise slttelntleIDD,wp NlTtk tenemq!a!esslillt:a;edL!aelDDnunl,i.Is, Tins Desidvbow(i.e,S,tavlry Ft{in!t),6!snlnneIDD!epresuh esmpstatf6epalisshid eq et!rnD r!yntlllinl k:DNesatt? tk sioeTinsin".1d it 6e TDD xll, eadu T!XI. The ktga usm111en. htd:naut5nns, seaQiay Antt100 T. TOfnl)O III, P.E. sA ere el6uftass5rnd lAin is A.n5lnsibigdfavin.INO.xisupri!dtpa et Oe 1061 Desipr,mfkaehadlx &{ le(,6tnd Ikeblm!@ tOeonft.1MI.Tit t};syss!tf It, IOD vilgNellneeflhtTins, ladnieg WIL;Amp, Tu6iluin aedindq shallb!!re!dtasi3^:hd �a8=3 ' IEtMt3TOet!T^a,n!(<a:m�.d!'uasseimtal&IODta115trt�itesas iJn!sdtl!A!ig(avin!uSAetpTa`.t.atAn;tt'P,pHsted6{1?INSI(AnertlnertSfr,neero!pldmtulPa•1k5asQ>respessS:ETvsndCa:issa(ftLnsDeslleer,T,usOes!pE,3ixnnlTins6'sontv:S,ecaisi 4451 St. Lucie Blvd. v4etrise le(indl7aG»rm speed envnmlie711dirmasint?eel lieinss Usip!9teer It NOT to Wa ; DwVts,nTnss Srs'!, Earn!ere'.1 We ss Ottpiwa!dWissu-ildwilf'"TI. Fort Pierce, Fl- 34946 Coppiallf 02016A-IfoefTmsses-Anlhanyl.Tombo111,P.f. Eeproduuionoibis dommeni,inany form,isprobibhedwithout the wrinenpe!missianfinal A-IflootTrosses-Aof nyLTombo111,P.t. i l I Job Truss Truss Type QtY PIY A0076103 171856 CA Corner Jack 1 1 ' Job Reference (optional) 1 2x4 = Run: 8.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:21 2018 Page 1 ID:QkG_WX2XI F02AugBvNAdCzRphr-tZkPzW3wSUcu4NSGBAspAvgChU5uQht?EPbjTGyxUPi 1-10-15 1-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) i/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.06 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 ! Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 6 Ib FT = 10% LUMBER - 14 TOP CHORD SP No.2 �4 No.2 5) Provide mechanical connection (by others) of truss BOT CHORD SP to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s)1, 2, 3. TOP CHORD ! Structural wood sheathing directly applied or 1-10-15 oc pudins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling dir tly applied or 10-0-0 oc bracing. nds that Stabilizers and required MiTek recom cross bracing a installed during truss erection, in REACTIONS. (Ib/size) 1 = 104/0-7-4 (min. 0-1-8) 2 = 67/Mechanical 3 = 37/Mechanical Max Horz 1 = 46(LC 8) Max Uplift 1 = -41(LC 8) 2 = -47(LC 8) 3 = -12(LC 8) Max Grav 1 = 104(LC 1) 2 = 67(LC 1) 3 = 37(LC 1) I FORCES. (lb) 1 Max. Comp./M Ten. - All forces 250 (lb) or less except wn. when sho, NOTES- 1) Wind: ASCE -10; Vult=170mph (3-second gust) Vasd=132mph; CDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; E icl., GCpi=0.18; MWFRS (envelope) and C-C Exteri(2) zone; cantilever left and right exposed ; end rtical left exposed;C-C for members and forces 8t M FRS for reactions shown; Lumber DOL=1.60 plate" rip DOL=1.60 2) This truss hat been designed for a 10.0 psf bottom chord live load r brisconcurrent with any other live loads. 3)' This truss h' s been designed for a live load of 20.Opsf on the tottom chord in all areas where a rectangle 3-6-0 II by 2-0-0 wide will fit between the bottom chord ar 0 any other members. 4) Refer to gird (s) for truss to truss connections. Vow-P!ertetlmqllrseeI,.lk'A-li00EtiDisBrSfuEC)6EXE11t IEIL58(Dp {FOSSf]SiDMj 5l7[1'j i([XD iSMEXP 6!a_ierAJledprr7egders sd rerlad?ss, nor Less Drs}xD!e•.iyltEwlsri Ma lrttmrT.Te'rlsui,ri tefdexie R!s!Es!xe ost. Ddessdhnise ddd retlelDD,w'f e1JTf m! ,F'osskllteesedtstlk TDDtsk,dld. heLns Desiya hyiatt(!.e,SEe!Itly Gl+us:;,"�?S!AI II II(1DD!IrRSM516 [1�i ,��tl lot rt8i?S!IlWj en FF.'IIPRiretfll!IaJ ;ISt eKk54i ICl5l flrt!f!?E!:I!I rctYe TDDae!r, ®alttl t. Rx ltrla mssolliees,lrc£ tse6tim, aaolilry Anthony T. Tombo III, P.E. ds AillTwss`srsgrdleigistie resJusiulk,d"41-ctkDraeise;o6�irttgc4ottoo ou .?Ilsirrer,."mlesi9fi. !§'!(sdtktet b':diDuit¢!rR-1.11erp�,nsdellielDDndn.M1eldneddeTrass,hds5plmlrrg.sa:qt.isfillaXseudtaKxgsSdiE:CzresptetiSdM°t «80083 th1t.4sem. All :4DDes�p'4ra'es setzasatF.elDD e:>♦ste paliasmlDied!eesdte!r11IdtJEC4rAitl Slltlt'II!1:'HEIIBO eIS�rrNISk3eJ TiI SA SEG 1i?fdlr YW�Fr alMl'u!�:/AIG IPFI FRSmi�:lStEE359;!ilk!Etdf. `?S d'?t!IS!Dedpn,Lns7n is erwlin;sFanit^aer,u'ess 4451 St. Lucie Blvd. ' etc`A eAdifo(ottillgl4yn I.wiliq irdass l rs!estdaiBohmIsssip[sjtke mis XLTst:doijhVipor,On.slemEsim'!.1¢.ki, Xllt�:ta�sl:eras rteos dd�elhlPl1. Fort Pierce, FL 34946 (opf. girl 2016 A -I Roof pusses-Amhony I. Tombs 110.E. Reproduction of ibis domment, in any form, is prohibited without the writIen pelmisdon from A-1 Reof Trusses -Anthony T. Torl III, P.E. 71856 CAA A I Comer Jack City Ply 3 1 A0076104 LOADING(psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-3 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) 2 = 8/Mechanical 3 = 1/Mechanical 1 = 193/0-8-0 (min. 0-1-8) Max Horz 1 = 44(LC 8) Max Uplift 2 = -14(LC 8) 3 = -6(LC 8) 1 = -76(LC 8) Max Grav 2 = 8(LC 1) 3 = 4(LC 3) 1 = 193(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=S.Opsf; BCDL=5.Opsf, h=22ft; Cat. II; Exp D; 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. Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Mon Jul 16 13:53:22 2018 Page 1 1-10-3 ID:QkG_WX2XIF02AugBvNAgCzRphr-LmInBs4YDnklhX1 SktN2j7NNStSj9879T3LG?jyxUPh 1 10-3 3x6 11 1-10-3 N 0 0 CSI. DEFL. in (loc) I/defl Ud TC 0.06 Vert(LL) -0.00 4 >999 360 BC 0.04 Vert(CT) -0.00 4 >999 240 WB 0.00 Horz(CT) -0.00 1 n/a n/a Matrix -MP 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) 2, 3, 1. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 7 lb FT = 10% Nedry-rhnetlmtlklT rtrieath'A11OO, nUSSrSi'NI1Ft"IMU NI&(ONWICCS(OSTONj 3(n9'jA(reU7:FOSNENT'6rxi Tarp dingppet-tars cd reoseattsmtNs It.,Oes:�s Oiaviy{TC;?eue lt: dnlurT,i;rru P�!,LE rderere ft'gtF�a;ene. Uelessdler+ise stdN ee Be TUD,.-1 NTTezuene:hrpikssSaliSs nedfu NxTUDla le tdil.Asaiross Desyafrylc2er{I.e,SpeebltT Ettieet?.tee sednoTTDUrepreseets eecm uel7e prslnslad em!eesntlrespntiiilep%rife les: s`: sle szp!eTn!sLep nNmtle lUPad(,aaferl?it. it24ssipl xsr�pism,Is�:egcnCnxs."a nM - AnthonyTomhoIII P.E. erne 0rats T:rs`or eq rultial is sit resptArlig 9ft Onrs.ft Oasisrwsdidtiesl r: lie retain Deviser, 0"ti le"d lu Ir,el '"I tit lne Fa apsde.1 Rl. Ike eT; it lle TOO calnmHellase dhe Tress.iodirinE.^d!eT. stse4e, iu6Odinadtnsrl s"",I retY�,j 80083 1MC:fesUn e!erd [t teal. All tsu ss eae fit UDnl lie pointer mspiiemsdthe prilAal(trspmre Seery hmisme(r(SIP'Nistedil PI m1 S1(A all releemlh+leerot FAR(.P'I AflisliIn"Iilies miiteitsetlelrns 1sipis,Tress O ilys apwrisiTraesflaseaexssr, ta'ess 44515I.0083 Lucie Blvd. rtadseKarl iyoGeaeeliedone is arillar lyell pastas ornIni TleTress Ced Fyiner is ROTCertlNul ee;irseSnTnss slxem iyiestr e'mT2ei19sC Allrop 7eutiteos eremldlael to Pll. I l�Copyriphl©20I16A-IRoof Trusses -Anlhany1.TomboIll, P.t.l;eprodu0ionofThis Jammers, inany form, isprohileiledwitho cutthewrittenpermissionfromA-1RoofTrusses-Anthony1.Tomblll,P.L FortPyerlce,FL 3494fi Job Truss Truss Type Qty Ply A00761 O5 71856 CA B Comer Jack 1 1 Job Reference o tional Run: 8.120 s Dec 112017 Print: 8.120 S Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:24 2018 Page ID:QkG_WX2XIF02AugBvNAdCzRphr-18PXbX6oIP_TxgBrslQWoYSjwh6Cd2dRwNgN4byxUi , 4.00 12 ' I 2 . I STRAP WITH LSTA12 STRAP I T1 � 1 2x4 = 3 1-0-11 i 1-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.01 Plate Grip DOL 1.25 TIC0.06 Vert(LL) 0.00 6 n/r 90 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.00 6 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 3 lb FT = 10% LUMBER - TOP CHORD 4 SP No.2 5) Provide mechanical connection (by others) of truss BOT CHORD 4 SP No.2 to bearing plate at joint(s) 3. BRACING- 6) Provide mechanical connection (by others) of truss ''; TOP CHORD Structural wood to bearing plate capable of withstanding 100 lb uplift at !sheathing directly applied or 1-0-11 oc joint(s) except (jt=1b) 3=106. puriins. BOT CHORD Rigid ceiling dir; ctly applied or 6-0-0 oc bracing. LOAD CASE(S) ends that Stabilizers and required Standard MiTek recom cross bracing a installed during truss erection, in accordance w tIh Stabilizer Installation auide. lb/size) REACTIONS. 2 = 0/Mechanical 3 = 115/0-2-3 (min.0-1-8) Max Horz 2 = 158(LC 1) 3 = -158(LC 1) Max Uplift 3 = -106(LC 8) Max Grav 3 = 115(LC 1) FORCES. (lb) I Max. Comp./M . Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-350/149 BOT CHORD 1-3=-158/423 NOTES- 1) Wind: ASCE' -10; Vult=170mph (3-second gust) Vasd=132mph;' CDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. Il; Exp D; ncl., GCpi=0.18; MWFRS (envelope) and C-C Exteri r(2) zone; cantilever left and right exposed ; end ertical left exposed;C-C for members and forces & M FRS for,reactions shown; Lumber DOL=1.60 plat grip DO 1=1.60 2) This truss h s been designed for a 10.0 psf bottom chord live load onconcurrent with any other live loads. 3) ` This truss 20.Opsf on the as been designed for a live load of ottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord add any other members. 4) Refer to gird r(s) for truss to truss connections. l we . rnne nue pHprsies+ie S-113e; nos(sc scum h s I'm ritNs a (ehymens (aslon4 iam lalmosaw. l !m. ir'o 3vsist pueadtn osd reJ ales wllisl"ss 7!1 P, Lniyti[ ;! s lH ddnxpL Tab i;, it IrIume SIM 14 rent. Udess c lerisv n d une IUU, ay NJTxen!Mp: puert Anthony T. Tombo III, P.E. rA eelr sL ssn:egteltiepisliensix!iUlnpetfle0aer,neOeuisra�:isdgeir:thldl{iegOesisxr,n;zseeuetdli!IN nv2!xlnebidha:fspoh¢d1T41.Theeq;medthetahjvnaeldneefhaTnss.n!lefiuludeysu�epe,bfillainndk hsidaf-b elasnd:hd - z 80083 ' 1l1 4451 St. Lucie Blvd. en'sv col lefiee{Ip06a-ca epek arviermiq ppolpen:tslxeS!es. Theixss C.na EynennsGl l*sra`lsp4ETtpner,uTn!s5ps+eu Farexr e'uy Ssil9oy ui vq!��Nk;m noes delad initfl' ji igbi 0 2016 A-1 Re0lTrosses-A01ho0yT. Tombo III, P.E. Reprodudion aphis do ument, in any lotm, is probibited withcul At wriffeo permission hom A-1 Roof pusses-AnthonyL Tombo Ill, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty ply I 71856 CAC Corner Jack 1 1 AO0761O6 Job Reference (optional) Rul1. o. rAu s Lieu I i curt rnm: m izu s Liec i i zui t mi i eK Inoustnes, Inc. Mon Jul 16 13:53:25 2018 Pagel ID:QkG_WX2XIF02AugBvNAgCzRphr-mLzvpt6QWi6KY_m1Q?xlLl?s35R9MVtb91Zwc1 yxUPe 1-2-7 1-2-7 STRAP WITH LSTA12 STRAP 1-2-7 1-2-7 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 6 n/r 90 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.00 6 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MP Weight: 4 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 1-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = -0/Mechanical 3 = 131/0-3-15 (min. 0-1-8) Max Horz 2 = 177(LC 1) 3 = 177(LC 8) Max Uplift 3 = -120(LC 8) Max Grav 3 = 131(LC 1) FORCES. (Ib) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-394/167 BOT CHORD 1-3=-177/476 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 3=120. LOAD CASE(S) Standard wHtbl • Muse IMF USBrS1111116INE111111%1(Dp i11CMf (iSTON, ;D'fil')1CKMC31fD'atdEDi'latz. irilrleslTt ruenders Wmod esis n tniNss hs.pl-iyfll4; try IN Marpl. Ts�la ii;, U.Id.- si !t hke mt. ades! olht+i . da!4 at tie NJTekueeI'MI'Hes 091heWtob TDD hie nGi. A, aTIM, Desge hpuv(C"Sp idly bane„6!ssdnnrlDD nrresuts a"P:edla, phOnd mp'eweeg msloulkhr'o;th 10jidk szfeTnsshpinN utit IDDads. War IN. The OvIe nsenplem+ InkriaeCnns, senodliry AnthonyT. �Tombo Ill P.E. cd ase drain T2ssbs ter loilfin is lierzsdx!IMDtddne0ner. ne Denis ontgHird tgMclde ldtlitg Oesilrsy�tb nthrtdia lN,i!IY adtle lHd ia:d rielen IN. lle gynee;dlke IDD nni er tieH nerfti!Tnss,gtltEiraladDrr. sntge, hshDdiu Nl knitg ssdietW nskt45+T3rd ' ' ft.WfagOnigxtnaOMem.Alirhssxtaot tlelDDeillkePiatiasmd;eil!Ile!sdtlstnilig(taKaMSdtgh.'rnetin;tCrtNlsEel4lTnaalS6fAusrdH!eel`Hgew!dysldnt:. TPA hani'!!!t;(&91h3�neiH-0Q9ii!Sd'1:TI15SDtil1eH,Tl[33Def'ribtii!HOAeTR!ipnMe"e�et,n'esi- 480083 t'lHvlu lditsfl obt:We edt nit rbi 1 dl r... lndni TieTnx Dma[ tnr is XOi Cn Iu�]s Cssi H,HTmsS ra mnd® S+Ddie. All faa!dh;asmmddaefbRL1. 4451 St. Lucie Blvd. P Tr d n t P rsi 3 3s t = �d' - r g W! • Fort Pierce, FL 34946 (opyright02016A-IAoofplusses-AmbooyT.Turbo 111,P.l. P.eprodudianofibis dotument,inany form, isprohibitedwith our the writlenpermission from A -I Roof Tresses - Anthony LTombDIII, P.f. s Job Truss Truss Type Qty Ply A0076107 71856 CJ3A Jack -Open Structural Gable 1 1 Job Reference (optional) Run: 8.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:27 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-EXXIOD72HOFBA8LDzjS_tzX1 EVgX5y6kOhJU9TyxUPd 2-5-7 [2 O 3x6 II Plate Offsets ,Y — 1:0-2-14 0-0-10 , 1:0-0-121-3-4 LOADING (psf) - SPACING- 2-2-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0' Plate Grip DOL 1.25 TIC 0.07 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.01 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 4 >999 240 BCLL 0.0, * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.01 Code FBC2017/TP12014 Matrix -MP Weight: 9 lb FT = 10% LUMBER- TOP CHORD I BOT CHORD 4 SP N0.2 x4 SP No.2 5) * This truss has been designed for a live load of I WEDGE 20.Opsf on the bottom chord in all areas where a Left: 2x4 SP N4 3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 6) Refer to girder(s) for truss to truss connections. 2-0-0 oc pu dins 7) Provide mechanical connection (by others) of truss (Switched fromsheeted: Spacing > 2-0-0). to bearing plate capable of withstanding 100 Ito uplift at BOT CHORD ' joint(s) 2, 3, 1. 8) Graphical pudin representation does not depict the Rigid ceiling dir ctly applied or 10-0-0 oc bracing. size or the orientation of the purlin along the top and/or REACTIONS. b/size) bottom chord. 2 = 40/Mechanical 3 = 20/Mechanical LOAD CASE(S) 1 = 225/0-8-0 (min. 0-1-8) Standard Max Horz 1 = 62(LC 8) Max Uplift 2 = -35(LC 8) 3 = -11(LC 8) 1 = -89(LC 8) Max Grav 2 = 40(LC 1) 3 = 21(LC 3) 1 = 225(LC 1) 1 FORCES. (lb) Max. Comp./M � . Ten. - All forces 250 (lb) or less except when shown. NOTES- ; 1) Wind: ASCE -10; Vult=170mph (3-second gust) Vasd=132mph;' CDL=5.Opsf; BCDL=5.Opsf, h=22ft; Cat- II; Exp D; 1 1:. ncl., GCpi=0.18; MWFRS (envelope) and C-C Exted 'r(2) zone; cantilever left and right exposed ; end ' rtical left exposed;C-C for members and forces & M' FRS for reactions shown; Lumber DOL=1.60 plat J grip DOL=1.60 2) Truss desig ed for wind loads in the plane of the truss only. For tuds exposed to wind (normal to the face), see Stan and Industry Gable End Details as applicable, or c nsult qualified building designer as per ANSI/TPI 1. 3) Gable studs paced at 2-0-0 oc. 4) This truss h been designed for a 10.0 psf bottom chord live load �onconcurrent with any other live loads. i ELF!,net USB 51111r� W111 TEriit ENT. T!!IEp dPSI)I r0P0t1?I3 flIa fG^d a>iPS GI iSIST!Ec; i1y„�.y jP3t1!1'IELSf F� ITl APtT[4f T, TOT'1 L� f.LI?iUPT.f StP?! EhS'! FS?. �FIISS GTPi Vlil n?IPa lat�P Ta(i,Eb7 WTfPPernrjVtss5AUaissdfit the Tggn it r41. is Onshillibottu(La. ..I,. off TODuIJ,Aulf.Id. Rzd S=gnnsrnpiPas, Ietfe^p<udnws, s.itotnrf Anthony T. Tombo Ill, P.E. EnA CWksTSSS�f't1'f{tinllP It t9P PPSrP1�IM1ulllli lf:a?PJtI?I,t(f�Wu?ISFII.Y EfdFytbP!IttielldOP hP51rMl,0ht(PInN PE 11P lf(,'33'a.9Bair?h(:�dA�{Sr:Oaf HdE+E. irP[TjnlF�dtx lUO uil entiefd PsednP Tnss. mdrGulad"a}s#�ele, nshlldm va kersp s4ili'-sla?rear lL3dih1( ,: 80083 ' Ihh%dxggesyx!m@trtk!.t,.re'esseimfxlEeTaD esdiae prruueso7}ed9ns Pttl?hdiiey(urpaml Sderytna!nsan;t6f pNisle9lt TM end Slftm;eiseae3fn pexn'y1m_IFrl d5us3t;esrere r:iAeseedd`ni?T.ass U?upPx,i!E33 JPS:pb S3lxttglr(isi paaL;!o!n,w!as 4451 St. Lucie Blvd. P'<.YeldiekljoteSea cpe[A apPnraaq bell port:Psis+r?uS i5e Tnss CPsipa:nr�vm';lGT L48ai.asTCPsi}sm,rt Tsss 5y9:sEare!erP`. mr5�i"uar. Alr�::..yrdkrm e!ecs aetaed io TPI I, Fort Pierce, FL 34946 Cop.'ight02016A-1Rnaf asses-Anlhonyi.Tombs III, P,E. Reprodu0ionofthisdomment,inanyform,isprohibiledwithoutThe writtenpermissionfoam A-1RoaiTrusses-AnthonyT.TombIII, P.I. Job Truss Truss Type Qty Ply l 71856 CJ3B Corner Jack 1 1 A0076108 Job Reference o tional ,UC 1 1 Zu 1 - rr-nL. o. rzu s Dec l i 20i7 Mt f ek Industries, Inc. Mon Jul 16 13:53:28 2018 Page 1 ID:QkG_WX2XIF02AugBvNAICzRphr-Avf2Rv9JpdVvQSVc58USzodNDIUpZsc1 r?oaDMyxUPb 3-4-5 3-4-5 3x6 11 0-108 3-4-5 0-101 2-5-13 LOADING (psf) SPACING- 2 10 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.00 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 79/Mechanical 3 = 37/Mechanical 1 = 247/0-8-0 (min. 0-1-8) Max Horz 1 = 79(LC 8) Max Uplift 2 = -62(LC 8) 3 = -12(LC 8) 1 = -98(LC 8) Max Grav 2 = 79(LC 1) 3 = 40(LC 3) 1 = 247(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; 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) 2, 3, 1. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% dcd� riee:e riularNrrseiee lh'GIIDC;Ili.KifSi'RrlEPsfdAslkr TElFtSB(G6CNI051fUSTOk{3W8"ArrMC7isFD;MEtlP hre: ymA drdp po-melers ud red Mrs m Isis tress 11HO 5 -iylire; ed as AdlujrI TahsDi,111tireae 4:'1IA'me. 0dess&K-srrMIA e-tle iDO,t*'i WTrR<aeesertpEes s9dl:e-sedhraa l9D lest edict. k-Cris Desilr Eeylrees{Le,Sre:lelnr hpreM,tl: S•dnvsp7DD represutt rease neI he Jrri:tsleedeep!ersUp regersililnr`a: iSe lss pautCr s'eeTttss d:p4'Ie1 ru11e tDD ulr, oaderirYl. 7Ee des pnassmltuc.hKs�urdlNu, uilo-litry -a3 ese aTAnton Tombo Ii?� P.E. dhs Tm:r- 16161P is lie res!usNl de 0-1, the 0xis#thee. o lM idlss Desixr, m kresterl dli ltw W sedth isrol lxE cell.. Mi. Te gnrddlSdDsan!fieldese dhe Tnssmefalsd.g L<80083 ' as T•. ia3 Dlsicoe!edBmeecs. All unsuled:-thTDDnd lar peaeesad pildmesdth Mahal trspwed idery l�hrnenrvB(if pNlshA 4 n-ad 4Cl nerd-uae95+F-1PAmsa NOuSusaau:revsiti Gies e>b:5H 01.eTussDesip.0,%sDes:gs FapcercadTussHaade:h.er, setts 4451 J,J Lucie Blvd. e4erNu ldirei lro 6d:-m-jreFd 0/Ie fl Y'ahep IJ dljPle:K ILhCilld. Tkeirs5i rVS'gi Fq seer is 'ICi he Bmaar aesiluyerTnssSirea eer eestS iif ag. 0f sgihi>d4as ueas ddaee i¢TPFI. CoPtTi hl 0 2016 A-1 Roof Trusses - Amilissay 1.Tornio III, P.r: Re roducrion offbis domment, in any form, is prohibitedwithout thewriaea permissionfrom A -I Roof Trusses - Anthan T.TomhoIII,P.f. Fort Pie.r II FL 34946 s r 1 Job Truss Truss Type Qty PIY A0076109 71856 CJ4 Corner Jack 1 1 I Job Reference (optional) Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:29 2018 Page ID:QkG_WX2XIFO2AugBvNAdCzRphr-e6DQfFAxaxdll b3ofr?hVb9YiipllJsA4fX81pyxUF 361 3-6-1 2 4.00 F12 i T1 9 N r. 1 , 131 I 2x4 = 3 �. 3x6 11 0-10-8 3-6-1 � 2-7-9 Plate Offsets X Y 1:0-2-14 0-0-10 , 1:0-0-12 1-3-4 LOADING (psf); SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0I Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 3)' This truss has been designed for a live load of , BOT CHORD x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEDGE Left: 2x4 SP N '.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- � bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. TOP CHORD rl Prnviria morhnniral rnnnarfinn thv nthargl of in rqq Structural woo sneatning airecuy appueo or a-o- I oc to bearing plate capable of withstanding 100 lb uplift at purlins. BOT CHORD j joint(s) 2, 3 except (jt=lb) 1=101. Rigid ceiling di ectly applied or 10-0-0 oc bracing. MiTek recomyPends that Stabilizers and required LOAD CASE(S) cross bracingl; a installed during truss erection , in Standard accordance th Stabilizer Installation guide. REACTIONS. 1'1(lb/size) 2 = 86/Mechanical 3 = 39/Mechanical 1 = 254/0-8-0 (min. 0-1-8) Max Horz 1 = 83(LC 8) Max Uplift 2 = -67(LC 8) 3 = -12(LC 8) 1 = -101(LC 8) Max Grav 2 = 86(LC 1) 3 = 44(LC 3) 1 = 254(LC 1) FORCES. . Max. Comp./M x. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASC 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf, BCDL=5.Opsf; h=22ft; Cat. II; Exp D; �.ncl., GCpi=0.18; MWFRS (envelope) and C-C Exte Qr(2) zone; cantilever left and right exposed; end ;vertical left exposed;C-C for members and forces & `NFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss hs been designed for a 10.0 psf bottom chord live load; onconcurrent with any other live loads. I a 6 6iq these tllregHrrelirt iie'1119CE IIDSSr1{'i(tl(t'i 6a71(IilNSd(D}(d71055 (AIOM{{"URi1')t(KK06s:D lllXi Ixc Strop ddp it surs adrtede%x mtsis1•es, 5,sp 0,.ij(TIej 0lke AdhaKl. ip)a fi. I.E. te—, Sid!s..a, esa. Ddess dwwst odd ee 1411[11.ry Ml�I—nitrfe! sKii Meld to lM TDD IJ Medd.A!CTrnsDuqtrtllRN(I.,.SpOellf espottrp5esedet tty TDDnirtstdsR erapaeldpee lydndetd eePwq teginililn(S' ex do4 0 NSkye Tres dgkW 1, I, TDD O.1p Mtr T.M. TM inpJ ss-pit - fn dints, se aml o III, P.E. e At5a 3erzs Ims"'! try 96bg is sikilay fteae�¢Ih c—s v4sird ed a It, I..1DesilFa nr,asxhd ru i?(, d d=3i vi"it'sl qpr e I'd Wil We p111 1'1It, TDO e!iq ieline dot insc:� dik to W tigh s9:ge. Winton nd 1-1 s5re!(:asVq i Anthony T. 2 TombTomb ' 80083 IN :$:e7Dis�gx•l Ile Itd aped qn td(seAedo:. d':uas!elaelutlelDDtstl!ieri�nesaspd9nesdld:tdlWi(o¢ipedSderyh'a�nsnn(t(SfielDslni;lRIm116GneMeend!xltttre!yndus TMIieSpix:Ri19IJ�i!!Rife: SdYel.!f:DnITIH,I!iffDt!.p'GTii'tfpilM1;!Mltde^f!Ie,HMS! 4451 St. Lucie Blvd. ts+dufshoitvdiq ildl laps ietenei KDTthe 144*1'Wper,trlms5estenblime;milxliq. ill rp.hladferonre es OdaedNiP6i. Fort Pierce, FL 34946 ZttliyrigM©2D16A-] Root husses- Anthony T.TomboIII, P.I.P.eprodudionofibis document, inany form, isprohibiledwithout thKwritten permission from A-1Roofliusses- Anthony I.Teethe 111,P1 Job Truss Truss Type Qty, Ply 71856 CJ5 Corner Jack 1 1 A0076110 Job Reference (optional) <un: 6.12u s uec 11 2U1 / Nnnt: 8.12U s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:30 2018 Page 1 ID:QkG—WX2XIF02AugBvNAdCzRphr-61nosbAZLFlcfle_CZXw2pigx67R1 m6KIJHhlFyxUPZ 4-6-2 3x6 II 0-10-8 4-6-2 0-10-8 3-7-10 Plate Offsets (X,Y)—[1:0-2-14,0-0-101,[1:0-0-12,1-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.03 3-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.02 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 15 lb FT =10%a LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-2 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 129/Mechanical 3 = 56/Mechanical 1 = 305/0-8-0 (min. 0-1-8) Max Horz 1 = 107(LC 8) Max Uplift 2 = -98(LC 8) 3 = -13(LC 8) 1 = -122(LC 8) Max Grav 2 = 129(LC 1) 3 = 65(LC 3) 1 = 305(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except (jt=lb)1=122. LOAD CASE(S) Standard Ae�eitt'llene4mgilr rnlerise'A-I A7CE00558 rAtIEE'16EAiRlIEUISB(4rcl➢AAS(JS10Nj ClR7 jMDfi: xEAFCrANEAi Ewe Teri, Strip raeatltrs adrerAeN?swBess t�sDesha DrettiyETl4"y trl lM Aalrarl.TexlaGf,l.ErderettSim is e o:eese. UdessoMenisr clad er:ffit iDD,cay 1Likuni,piecesslangmdhrfitMItitthf.isaimsDesyeftpue{I.e,S,-Dfbaretrl,titLet esnyTODr-gums-,mprmeategrassa-a-guvl,jregmliddyfo;tledesyat?ties�eTassdeplaed1141TODeaf,nMerTP41..istpinsmEmes.We; osEmnt,sffditafAnthony T:TomboIII, P.E. mde,,dthtl lass,,, eq 101ki Is It, ustwillk,dlit Owl, tit Dnn's0�,-,:dt,Zsl a tie Win Desipue, ON atka ItIm lR662l111 "1 tit bra Wfn air rai Mi. ite tI.t1 lie IDD.1 My half as, dfit Tons, ildniq W214 sarrgr, iisidlpistul Iredq sMAlt h_-retime ),Isad a 80083 ' lieiattiilm!' llcia.eVu.pD nos slim h kTDDral I." justices of pislots one hDiig(eninea iebry It amain;t6¢pFlisld1i 18 r4 f1(A ntreltem3frr getaal geidate MI91imISrespes:4'dnet ad&Destriellns Duliter,T.essDesgsTatilwMi Toss tlss INMU, chess 4451 St. Lucie Blvd. eRerlse l-fed lAo(ta:ea eped epee it rimer Ey dstat:rs icy:Ttei Reiress Al tgwzedaInas eater idea1011. Fort Pierce, FL 34946 (opyright©2016A-1loaf Trusses -Aalhony1. Tombo III,P.f. Reproduction of this document, in any form, is pirshi1thid! without III E wrifiett permission fiom A-1 Roof Trusses - Anthony L Tomto 111, P.E. I s i i ;Job ;I Truss Truss Type City Ply AO076111 71856 ! CJSA Corner Jack 1 1 Job Reference o tional 3x6 11 Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 METek Industries, IncMon Jul 16 13:53:32 2018 Pane 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-3huZHGCpss?Ku3oNK ZO7EnOzvoTVfcdmdmoMByxUPX 4-7-14 4-7-14 , 3-9-6 Plate Offsets Y-- 1:0-2-14 0-0-10 , 1:0-0-12,1-3-4 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 i Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.03 3-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.03 3-8 >999 240 BCLL 0.0 j Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 ' Code FBC2017/TPI2014 Matrix -MP Weight: 16 lb FT = 10% LUMBER - TOP CHORD ; BOT CHORD WEDGE Left: 2x4 SP N[ BRACING - TOP CHORD Structural woo( purlins. BOT CHORD Rigid ceiling dii MiTek recomi cross bracing REACTIONS. 2 = ;3 = 1 = Max Horz 11 = Max Uplift 2 = 3 = 1 = Max Grav 12 = 13 = '1 = FORCES. (lb) Max. Comp./M when shown. NOTES- 1) Wind: ASCE Vasd=132mph j Cat. II; Exp D; and C-C Exteri exposed; end and forces & N DOL=1.60 plat 2) This truss hI chord live load V SP No.2 I SP No.2 directly applied or 4-7-14 oc y applied or 10-0-0 oc bracing. ds that Stabilizers and required installed during truss erection, in 135/Mechanical 58/Mechanical 312/0-8-0 (min. 0-1-8) 111(LC 8) -102(LC 8) -13(LC 8) -125(LC 8) 135(LC 1) 68(LC 3) 312(LC 1) Ten. - All forces 250 (lb) or less except 0; Vult=170mph (3-second gust) DL=5.Opsf; BCDL=5.Opsf; h=22ft; GCpi=0.18; MWFRS (envelope) zone; cantilever left and right cal left exposed;C-C for members RS for reactions shown; Lumber p DOL=1.60 :en designed for a 10.0 psf bottom concurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=102, 1=125. LOAD CASE(S) Standard . 6er� flease tlar,gHrnrie??iSe'A"1 tDCE TU i[SiSEtI[r'�6EF9?,i1ftBS8[DFiiiICDSfJiIUM{"7�;f(C!IDd[c;tdw6!s.-.is, rdihotktTDD,wj gii¢ueMrtr:Ehs slil!FE msediarfttlDDtakarlii. Asairass DesigE[tgrxr(re.iwAdry hvrees;.t7E tei ra drTDO reirneeh rr. psEyim!:eEffle palzsnnal euae;ire res[nsltitarfe;ile lEs!Fse!Iles'Einss dEaAEl aatleIDD nh, adaT:rT.Tt:daspamunWitu.lar£:s3asEnxs,smelil!ry Anthony T. Tombo 111, P.E. ad' tits isssfvnftai!fiai6is, respnsiWar41t,20arc11eM.Asyna6eltleTOD¢:d kfie!dneI.AU911nttnssrdAP r..E:esrsnolItlyIf V 80083 rtet.laD aEe�N,4!lQahao!.L!!reRsselasstteIDDa�lie pnMiasmi ynfElnss,ffle kilGeT(uo'rmenSoferyiaarndin;t(p!!isleAkt[?la¢dit(Aer.:elyev�di�TeeEn!a:dns>_7P�Ikicesa:esssphnsie:7ieseadd"sd9ET!n: DEn[are,LxskDa Fag�erpl ises. Ma»L^e!e!; n'ess 4451 St. Lucie Blvd. ' at "te lEtiadiyate9rest¢ged aT,anwnli,r lT dl t,rrss ins!tiei BIT Issip bfeeerLdCT:xta:dsr uEs:taet, erTn!s5tx:x-gi... dmr tiaildiar Ail te, a?94!os ne m denad hThl. Fort Pierce, FL 34946 I (op � igbi 0 2016 A -I Roof hosses-Anlbanyl. Tombo 111, P.E. Reprodufion of fbis dommeni, in any form, is prohibited without the wtitlen pormission from AA RoolTrasses-AnthonyT. Tomho 111, P.E. Job Truss Truss Type Qty Ply 71856 CJ6 Corner Jack 1 1 AO076112 Job Reference (optional) Run: 8.120 s Dec r1 2u1 t Print: u.12o s uec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:33 2018 Page 1 I D: QkG_WX2XI F02Auq BVNAdCzRphr-XtSxUcDRdA7B W D NZuh4dg RK7yJ5G E6nn?HVLuayxUP W 5-8-0 5-8-0 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.08 3-8 >864 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.07 3-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 177/Mechanical 3 = 74/Mechanical 1 = 365/0-8-0 (min. 0-1-8) Max Horz 1 = 135(LC 8) Max Uplift 2 = -133(LC 8) 3 = -14(LC 8) 1 = -146(LC 8) Max Grav 2 = 177(LC 1) 3 = 88(LC 3) 1 = 365(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=22ft; Cat. II; Exp D; 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) 3 except (jt=lb) 2=133, 1=146. LOAD CASE(S) Standard d'eeitt Nse@enefllytt!iettbe'Id 1001' IIDSSrSi'SfUfri OfK:itf TIN&(DkMENSfiISTuNSRL%s1'1S(KMDiir:KMEX^6sx. iellr drsigt latvders mdrrAo>t:sat�sLK; DeswLeri>y{If4; tt3 e4t Auhsetl. insSs C;,t.E.lefete�:e fen!'saa+ene. Oeless Gltnist slslH tetleTDO,ea'p L NiTtkuutoorFires sbfihesedfit IN TDDlaketlid. Asa fists uesige 6Titeu{L:,Sutieur 6rCrte!;,s6!s!dnelfTDDtelltIeOis lF murmnFt ltt palK218tdta'tFe!leg n5ltKlMllilK':i; III IK:k94 LSl smoi, Tress firM it Ike TIMulmiltrlrkl.ikd's 7a Knnpites.ItN:sg<ndmxs, u0tlilry Anthony Tjombo IIl A.E. date Aran fsassftt eg geidieg is lierzslx!1rlMdlkOxur.fie Qruissa«itei eUalet lie 1widitt Desigar,4fie nnte Wlet,se It, adth lesa!ludugnde WITH. is glut! 0 fit lull lit eyloll Ke it, Tess. aeldn lade; mutt. 4milean rid krtag'Wis l� rt!vii :fhte ' ' atlset DK UscoetDeresf.IIIn4lafcaf thTDDWIts Iachns®d defisestitltWha Coo aersef le.-tnet;t(1f ethw IN aidSlUifei'tiKei'FSdK » 80083 D 1 Sei 1 F eg 1 % enena! dasalF,-1k5ns4emgtrs9.fies[4dia"KlfeteTlitiDtSl;eH,IlStk! fagmeradirzuMaultr!a.^.e,tt'ess 4451St.Lucie Blvd. e#trvise ldittdlpa(ellred speed eNe ie+rriDeg l(t1flMts ic�eed. lleinss Desi�Eagaeer is dul"e tal dag.t,;gaeruTnss 1psiea fapn!erdod ltilriag. All tq .7edh!us aemdenned iiTP(I. � Coptright02016A-1RoofTrusses-AnibanyLIlinhoIII,P.E.Reproductionoflhisdocumen6inanyform,isprohibhedwithoutthewrittenpermissionfromURoofTrusses-AnthonyLTomhoIII,P.E. Fort Pier ce,FL 34946 �i Job Truss Truss Type Qty Ply A0076113 71856 CJ6A Corner Jack 1 1 Job Reference (optional) Run: 8.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:34 2018 Page ID:QkG WX2XIF02AugBvNAdCzRphr-?30JiyD3OTF28NymRObsCftH3jPxzz5wDwFvROyxUP' 5-9-12 5-9-12 li 2 4.00 rl2 i i 1 as o eV Li B1 3.4 = 3 e• e• o. 3x6 11 0-10 8 , 5-9-12 0-10-8 4-11-4 Plate Offsets Y -- 1:0-2-14 0-0-2 , 1:0-0-12 1-3-4 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.09 3-8 >789 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.08 3-8 >908 240 BCLL 0.0 I • Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.O Code FBC2017rrP12014 Matrix -MP Weight: 19 lb FT = 10% LUMBER - TOP CHORD x4 SP No.2 3) ` This truss has been designed for a live load of BOT CHORD' x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEDGE rectangle 3-6-0 tall by 2-0-0 wide will fit between the Left: 2x4 SP N .3 bottom chord and any other members. BRACING- 4) Refer to girder(s) for truss to truss connections. TOP CHORD 5) Provide mechanical connection (by others) of truss Structural woo sheathing directly applied or 5-9-12 oc to bearing plate capable of withstanding 100 lb uplift at purlins. joint(s) 3 except Qt=lb) 2=137, 1=149. BOT CHORD Rigid ceiling di pctly applied or 10-0-0 oc bracing. MiTek recom' ends that Stabilizers and required LOAD CASE(S) cross bracing! a installed during truss erection, in Standard accordance 4h Stabilizer Installation quide. REACTIONS. ' )b/size) 2 = 183/Mechanical 3 = 77/Mechanical 1 = 373/0-8-0 (min. 0-1-8) Max Horz 1 = 139(LC 8) Max Uplift 2 =-137(LC 8) 3 = -14(LC 8) 1 =-149(LC 8) Max Grav 2 = 183(LC 1) 3 = 91(LC 3) 1 = 373(LC 1) FORCES. (lb) Max. Comp./ ax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASC 7-10; Vult=170mph (3-second gust) Vasd=1 32mph TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; ncl., GCpi=0-18; MWFRS (envelope) and C-C Exte or(2) zone; cantilever left and right vertical left exposed;C-C for members exposed ; en�and forces 8t P WFRS for reactions shown; Lumber DOL=1.60 play+ grip DOL=1.60 2) This truss as been designed for a 10.0 psf bottom chord live loa nonconcurrent with any other live loads. ;eiq•rinaNererg8.terle?rfhe'dl i(IOf IIUSSS (•SEt(8'j 6(AillClEefi58(2�rI11C6S(757(IIkt �19•)7(ILN[a'�iMEMi bra. roar SeGprueadfrs Wl ee�elfe Wllislres:4e:cg,eviy(rry WelEe lftluyT.iea!>u,r.E.Idneue Ufsl:e!e est. Udefsotlr.+isf udel retleTgD,w'y ekmeemr�rkselili@erelfir r&IBDbSedd Aselrns Desgt hpse(te,Speunly[rpeez;;,fiseeln WriDUfepesmsuwpm;a f7lSe paMsufdeque;Uergnsili!ar'a; 6e lKuettEesateTnssier!n:7 retlelrfDxip each lrFl. lts lesiymnnp�ee.!rf{epmfanfu. smrtury, Anthony T. Tomb III, P.E. nednsfzafieeq kiiliev is lk mspeeeiki!ardGe O.neae (Iruist •¢fd epf e; ik retmg agigc�e,srxnmddta lK,+Se td(911il llydda!isg m{f� I.Tlt gpmld of lSCTCCWIr1.till(eslAihf Tmsf,marElp lr"�C{!fsF,lrih!I11111W{FRI3f!91IiEee:f ,!!r:9i}!:hel u80083 ' 11 Selo! !oblue eStapmaesmdpilflirssrftetINIMI(laymen Safety ln:nfnae',t(11;pinsG3ljfin 5lGer.:tfax1!. Pool. pdm_1rNNhest:rtsp,SaOme!m0d:>sdtamssmelpef.l:sofetmoreaarn!sMeleaw,Rless 4451 St. Lucie Blvd. e niu lfliefdhyo[an•N eprefdepuhunaeg iy di ismtsiarehed. Thelmss Cenp Engren is NOT Ca Iludag Ceslgatt,erTnss Sys•ot bl Wn a': my WWI. dbtapLreltennrem deraed!o RV I. Fort Pierce, FL 34946 )right V 2016 A -I faof Lusses • AntbanyL Tombo 111, P.I. Reproduction alibis document, in any blon is probibited without The written permission from A -I Reel Trusses -AntbanyT. Tombo III, P.f. Job Truss Truss Type Qty Ply 71856 CJ7 Jack -Open 1 1 LbA0076114 Reference (optional) Run: u.1zu s uec r1 zu1 t runt: 8.12U s Uec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:35 2018 Pagel ID:QkG_WX2XIFO2AugBvNAdCzRphr-TGahvlEi9nNvlWXy?6651sPZz7swi0L3Sa_SzSyxUPU 3-7-6 3-7-6 3x6 11 0-10-8 3-7-6 0-101 2-8-14 Plate Offsets (X,Y)— [1:0-2-14,0-0-101, [1:0-0-12,1-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 3-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and require7in cross bracing be installed during truss erection, accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 91/Mechanical 3 = 41/Mechanical 1 = 259/0-8-0 (min. 0-1-8) Max Horz 1 = 86(LC 8) Max Uplift 2 = -70(LC 8) 3 = -12(LC 8) 1 = -103(LC 8) Max Grav 2 = 91(LC 1) 3 = 46(LC 3) 1 = 259(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; 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) 2, 3 except Qt=lb) 1=103. LOAD CASE(S) Standard ""'I' use filr.gNrre+les!ne'Ad IOC; 02SSrSE'SFilill6EliSldt 0p TEINSE[06DIR06S(OSiON('CSRtI'ji.(trDA':fDCYERr hr�. Tesifr desire intveten rsl reed ast!snlasl;tm]es!in Ossvigilf4;.ri lk AulceyT.leala 0;rllduexe4ml khre nl. Ddess ttFenite uad.ede111;.1 ViTeknonso, ahsseslie:IsedhrMeiDDhk+.fd.heTins DesireE.ylau(Ie.SperuarE.elux;,It! sell.,ntTDDnpesms—pmreNaernf!ssinaley!.eei.yininsikint4rto, Iniptitle�selSeTnsstel!nelntleTODa1¢;uederl?N.iGks!psnnnNura,lsste?alhtlns,n"I Anthony I.itofrtbo Ili, P.E. ClIse .1 tits lims:lenret EII is'kt mrnsikloi of ft0.atr.tlt emstmhelled loud lr tie leihin Dnitebr,aIke rinsa It Ike Kis@i our on llydWiq We sad KI. Tle up} —[et lie IDD as] Its Defdese dike Tnss.iMuan l��:7. souerc luhllefu..l ksiD Aso"I n!rmck;hlt ' w�80083 hs tkt:i:la�Desial.rl Corstro!. All osnaa rsasiasml us bOvilke pidamfill! Solelyla�smtlin{t(SI}pNisltdbt T71rN SIU n!rAyeteldx P.mlalsma TYlG us!!nsµ�SJ,aes mdde0!s Vihlms Desipn,Lms Dews rspae.nd ross 11 h;tseyn fs 4451$t: Lucie Blvd. Ideftist Most Ito6skea oyeed.p. hmiaq it dl ruRn im,1A Tie Tnss Dena rgi.eer s ROTkuhr DtgAl q.14:1trem dahTrI. Fort P`er[e, FL 34946 (oppigbf02016A-I Roof Trusses-AmbonyLlomboIll, P.E. ReproduOfobofthisdorumeni,inany form, isprobibBedwithauttheeriaenpermission from A -I Roof Trusses -Anthonyi.TomboIll, P.E. ! Job Truss Truss Type Qty Ply A0076115 71856 CREI CORNER JACK 1 1 Job Reference (optional) 0 0-10-8 Run: 8.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. MJul 16 13:53:36 2018 Pa on ge 1 I D: QkG_WX2XI F02Auq BvNAdCzRphr-xS B47eFKw5VmNg 68Zpe KH4ycjXO E RTbCh Ek?VVyXU PT 6-9-13 6-9-13 3x6 11 a 6-9-13 ,h Dead Load Defl. =1/16 In Io T O by N N Plate Offsets I LOADING (psf TCLL 30.( TCDL 15. BCLL 0. BCDL 10.( X,Y it 1:0-2-14,Edge 1, 1 1:U-U-1 Z, 1 -J-41 SPACING- 2-2-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TIC 0.64 BC 0.92 WB 0.00 Matrix -MP DEFL. in (loc) Well L/d Vert(LL) 0.17 3-8 >472 360 Vert(CT) -0.16 3-8 >503 240 Horz(CT) -0.04 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 22 lb FT =10% LUMBER - TOP CHORD 2x4 SP M 30 5) Provide mechanical connection (by others) of truss BOT CHORD SP No.2 to bearing plate capable of withstanding 100 Ib uplift at WEDGE joint(s) 3 except (jt=lb) 2=185, 1=185. Left: 2x4 SP N!x4 .3 6) Graphical purlin representation does not depict the BRACING- size or the orientation of the purlin along the top and/or TOP CHORD bottom chord. 2-0-0 oc purlin (6-0-0 max.) (Switched frorr sheeted: Spacing > 2-0-0). BOT CHORD LOAD CASE(S) Rigid ceiling di ectly applied or 7-2-4 oc bracing. Standard REACTIONS. (lb/size) 2 = 248/Mechanical 3 = 94/Mechanical 1 = 463/0-8-0 (min. 0-1-8) Max Horz 1 = 176(LC 8) Max Uplift 2 = -185(LC 8) 3 = -12(LC 8) 1 = -185(LC 8) Max Grav 2 = 248(LC 1) 3 = 117(LC 3) 1 = 463(LC 1) FORCES. (lb) Max. Comp./ ax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASC 7-10; Vult=170mph (3-second gust) Vasd=132mp TCDL=S.Opsf; BCDL=5.Opsf, h=22ft; Cat. 11; Exp D; ncl., GCpi=0.18; MWFRS (envelope) and C-C ExteI 1 2) zone; cantilever left and right exposed ; end' ertical left exposed;C-C for members and forces & WFRS for reactions shown; Lumber DOL=1.60 pla grip DOL=1.60 2) This truss h s been designed for a 10.0 psf bottom chord live loa nonconcurrent with any other live loads. 3) ' This truss as been designed for a live load of 20.Opsf on th 'ibottom chord in all areas where a rectangle 3-6- tall by 2-0-0 wide will fit between the bottom chord ind any other members. 4) Refer to gir er(s) for truss to truss connections. kIdq • PettefisngHr twit: ISe'Al rOG; ndSSSj'sKl[I'} 6Eri1!! IaHS & [vr iKO1f NS7ONj SDt:I'; d(LYDfi"�DS!Kri is[, PerAl dtslp pmelfw oal Isdedw w13is lrou Drs fl Dr!ri.+9{R� i IN AnIwI1. 1<rh Di, 1.F.Ide:exe Sl:sl i!are sse. udess lit" a Odd ItI111 .1 Irmn;nrr:ressldt4!anl4rste iDDfak rO:L As olm Dnirt h¢ww(I.l,sH;it9l oprtMlll sod to myK altettdf naar:9:t d litrtdwlllldtgCwrdr t!srwd111Orbr 14 Inii:01Rt sapeinsf Ofl!#ntlt�DD WI, ndnl rl. Ik iw it nstopi!w.hdR7metnns, sadilry Anthony T. Tombo lll, P.E. oso 11 slwA ss6!.11W1 q is simslmUny 9t4 U.". No-,*, 9.'Rdtpd or Is,lOBul Dwiswr,rlrs itotltldla Kris lKnidt lndrm!Lrr ale WPI-1.nglan d! nd n dIt, TOOH:fitli on of fit iwss.md,6q lsf4 sargwl t, issh Idi.. Way sif. he fa wyes ilsyd a 89083 dlsDDstrrrdal r.•Int:. All wfis snout Ih TW nl de rrc6us mlpaidfiwds!b tdbq oefald Sderyla mtnw'tLJ 10swIT Moil sluoinde W11a print alua.ni-linwsihstsmiiris W(elnd4!Lws DtOpm.l.%s kipbpuwai foss Uautra:et; w'xsz 44515t. Lucie Blvd. r lu ldisltlrebdrede}:ed spturMsl lr dlrM:win:?tei riernssitirp.14m is NOT r.elardiW,"petuTrs yY!a bivsere.ity WLy. lli 'g!i h:muemldneilanFl. Fort Pierce, FL 34946 iA(IIfT igMQ1D16A-I[oDlltusses-An@anyT.Tom6aIII,P.E. .Beprodudiono(ihisdommenl,inrnylarm,ispro6ihiledwithcsrtthe.rrittetpermissienfiomA-]RoofTmsses-dcthenyT.Temko111,P.E. Job Truss Truss Type Qty Ply 71856 FL01 Floor 1 1 A0076116 Job Reference (optional) 0-4-9 1-1-2 I 1-7-10 I- 5x6 = 3x3 11 3x3 = 1 2 3 4 Run. a. izu s uec -I -I zu-I d Prim: o:izu s uec i 3 zu1 r MI I etc Inaustnes, Inc. Mon Jul 16 13:53:38 2018 Page 1 I D:QkG—WX2XIF02Auq BvNAdCzRphr-trGgXKHaSilUc_FXgEgoNV 11 ?KrEvJNV8YD6anyxUPR 2-0-12 I 2-1-13 I 1-2-3 3x3 11 5x6 = 53x3= 6 7 8 0 917 14 13 12 11 10 9 3x6 = 1.5x4 II 1.5x4 II 3x6 = 4-5-1 , 5-5-1 9-0-1 Plate Offsets (X,Y)— 12:0-0-1,Edge] (7:0-1-2,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.05 10-11 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.06 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) -0.01 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 48 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 400/0-2-0 (min. 0-1-8) 8 = 401/0-2-0 (min. 0-1-8) Max Grav 1 = 400(LC 1) 8 = 401(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-441 /0, 3-4=-445/0, 4-5=753/0, 5-6=-468/0, 6-7=-464/0 BOT CHORD 12-13=0/753, 11-12=0/753, 10-11=0I753 WEBS 4-13=-407/0, 6-10=-264/0, 5-10=-356/0, 2-13=0/626, 7-10=0/635 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1, 8. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Ymdry nHse nrnyklyndea tk'Ad WGF IIDiSrS('fE0Ft16iD'JA(FEFk58CDk i11DlS FDS7DNt:lRn'}S.(rACt;3D'uPIEMi hrm.it!ifp detlp rraeadtn edreM eilHnllislten Desiyr Lerie9lf[W; Frt NAAHr7.Teerh fl, Uskonemrp!eas skiliMosedhr lk l)DIs h,gd. As ohns AtTDDHl(,ndu1tR.IFx itsipansFapluH. IFN:e1<HitnHs,s,1007 Anthony T.. Tornbo llI, P.E. C.dned15i3 i�m5tnplul&uis Ne nspnsili apdCe 0ner.Ile 0avttFdmarN eemutke rdllisF DuipHr,n Ca ndeddl4t lK,t931FC Hdtle btd ka:f3?nlF Hd MI. Tntyp!nddskelOD aA.ry fieB Hedtie inn.bdFtinR ;a}sk:ge, ieshlleliH Hp kHr, s6di LF Da retystikl:hd .V. 80083 I IeF ki'tapdes pH:eN(taVrrn:.L; Has Hlon4thlDDMla prgnn saapildiersdns pilGq(tapnm sdery la'.amFan;tf3lpttisWtp irl eNslU ne:du:xedln peuHl grdHse lFsl NDHs4erespF�:ad3iFS HddaesdtlaLHsPedpH,LHs hs,n BpiczumlrsessY HU:Fnr,Hafz 4451 kt Lucie Blvd. FlFniH IFDFN kpa(em;NapeFdepev®rimy 1pdt pest insieei. ikeinss C+sla Fspimrlc MCif4laidap0el}ser,nT,ast S(GFa Eapnnrdmp4rilL>p. dD a�'aNt'uznFas dsF:asdullil. Fort Pi4ree, FL 34946 (opyrigFd©2016 A-1 toot husses-AnihanyT. Taisho 111, P.f. Reprodustion of this dorument, in any form, is prohibited without the wrineo permission horn A-1 Roof Trusses -Anthony I. Tosbo III, P.I. i Job Truss Truss Type Qty Ply A0076117 71856 FL02 Floor 1 1 Job Reference o tional Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:39 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-Li pCIgHCDOtLE8giEyBlviaCtkAvelhfNCyg6EyxUPQ 1-0-9 2-5-0 2-3-4 2-1-13 2-3 i 3x3 11 3x3 5x6 = l 3x3 11 5x6 = � = 2 3 4 5 3x3 = 6 7 8 LOADING(psf)'j SPACING- 1-4-0 TCLL 40.0! Plate Grip DOL 1.00 TCDL 20.01 Lumber DOL 1.00 BCLL 0.0! Rep Stress Incr YES BCDL 5.0, Code FBC2017/TPI2014 LUMBER- ! TOP CHORD x4 SP No.2(flat) BOT CHORD x4 SP No.2(flat) WEBS x4 SP No.3(flat) BRACING - TOP CHORD Structural woo sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling di ctly applied or 10-0-0 oc bracing. REACTIONS. Ib/size) 1 = 443/0-2-9 (min. 0-1-8) 8 = 444/0-2-0 (min. 0-1-8) Max Grav 1 = 443(LC 1) 8 = 444(LC 1) FORCES. (lb) Max. Comp./M x. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-519/0, 3 -528/0, 4-5=-924/0, 5-6=-513/0, 6- -510/0 BOT CHORD 12-13=0/924, 1 -12=0/924, 10-11=0/924 WEBS 3-13=-342/0, 4,13=469/0, 6-10=-257/0, 5-10=-493/0, 7' 10=0/698, 2-13=0/759 NOTES. 1) Unbalanced floor live loads have been considered for this design. 2) Provide med ianical connection (by others) of truss to bearing plate a joint(s) 1, 8. 3) Recommen( 2x6 strongbacks, on edge, spaced at 10-0-0 oc and astened to each truss with 3-1 Od (0.131" X X) nails. St ngbacks to be attached to walls at their outer ends or r' Strained by other means. LOAD CA Standard 12 1.5x4 II 1 11 1.5x4 II CSL DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.33 Vert(LL)-0.0612-13 >999 360 MT20 244/190 BC 0.41 Vert(CT)-0.0912-13 >999 240 WB 0.36 Horz(CT) -0.01 8 n/a n/a Matrix-S Weight: 52 lb FT = 10%F, 10%E C ' Gc uq fleesertutoyHrre?i:etle'Al19CI IIgiSrS riE(IEP'p 6EWHkl IrrHS8C 4Tdi1C4S[75i0N<,"dT]jr.CtaCrT,'iuE�6ra. raAysedya tsetmd?na>t redad?taltisi!ess7rri, Jravng{R:;e?l lk delhwyl.Twhod!, r.E. hldtme k�i :aeF<e. aelesedkrvise ddd tatle IDh,cag Ml ztmister ft". sasO tsedto, na Too lahe ydii. AseTrns Desip reyltte!{i.?,Sx:tally 6Wceu;,o?ssd tonrIDarerre:ertt tcualfasadlle yrd?s9nd erdseeritemyetsnilal%; fee les.cat=lCes eTnss a?Ideiretle igD adr,ndn lr�l. iG do 7a usstnitires, lt[%agutdnn?, sdldlla( Anthony T. TOtT11/O III, P.E. C ­1 Ns rlss".veey 10161g is limsfusiuny dt"40't1?r.&drl noes 0,,14."id"'Artle 101IR6 berlst!,0he(West ei 02I1,14!!? lKsaitt, IvO ko'Wnsils.1 1. Th stpul or the mo am enndane dh?TrsstW4,1 s!et4 ironte, e?l loiepsdiie ese n?psoohdird s80083 4451 St. Lucie BIVUJ n6 Y 9taK'p'&'eEd r(dlde!. 111 e?ke i41 i4'ethrag ed lm r(�IRS�d tnWle?S tt71?ie1l{!erI[Ar.®yelSdei{I23.11ftleefiS�PetIIS�[j III P?I SII,i t!!IRI,IE'SldrFe r4leYpi fJ 9t?.IF�T delf4,7?TfIYS:h.aieS t4ild.":?Sdi?I!tiS lkSNjeH,I!Nf:Ie:.}"t rIDI1L'elddTreSS Md%II!R!!re ��eii . e!i; fu Wield Ire Cedred ap tdtgttn hu�dhq It dl ten?sJ.,!'.?ti ThNss Cups Ea7ieeer is 4CT �Z 6et!da38e.; er,erT'us Syr.?x Eyn?erdeara*iidtzy. lli r4: a?dk;ns trees defeat eeTlFl. Fort Pierce, FL 34946 (a'tTightt02016A-IRoafTrosses-AnthonyLTaisho 111,P.E. Reproduction dibis od mment,inanyform,isprohibiledwithoutthewrittenpermissionfromA-1Roo}Trusses-AnthanyL Tomb 111,P.E. Job Truss Truss Type Qty Ply 71856 FL03 Floor 1 1 A0076118 Job Reference (optional) Run. 8.-l26 s Dec 1 i zui i vnnt: s.12u s Dec 11 2uT7 MITek Industries, Inc. Mon Jul 16 13;53:40 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-q DNay?Iq_J?CslPvofEGSw7lg8RONB4ocsiDegyxU PP 0-5-2 9-3-8 1-0-9 I 2-5-0 1-10-1 1 2-0-0 5x6 = 3x3 11 2 3 3x3 = _ 1.5x4 11 4 5 63x3 = 2-1-13 I 1-2-3 Dead Load Defl. = 1/16 in 3x3 11 5x6 = 7 1 8 9 15 14 13 12 11 10 3x6 = 3x3 = 1.5x4 11 3x6 1-12 Plate Offsets (X,Y)-- [2:0-0-1,Edge), [8:0-1-2 Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL- in (loc) I/defl L/d PLATES GRIP TCLL 40-0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.14 13-14 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.22 13-14 >647 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) -0.01 9 n/a n/a _ BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 60 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) SOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 511/0-2-9 (min.0-1-8) 9 = 512/0-2-0 (min.0-1-8) Max Grav 1 = 511(LC 1) 9 = 512(LC 1) FORCES- (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD _ 2-3=-599/0, 3-4=-608/0, 4-5=-1206/0, 5-6=-1206/0, 6-7=-584/0, 7-8=-581/0 BOT CHORD 13-14=0/1139, 12-13=0/1206, 11-12=0/1206 WEBS 3-14=-341 /0, 4-14=-590/0, 6-11=-711 /0, 2-14=0/874,8-11=0/794 I ' NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1, 9. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard wvaiip fletse8vrr»ptlpr!rins 'R 110D? TIZESrSR1E11 MR11 TEN A0901l![M1".i.4 Mist1-0. . frisleess)!: psDrra!yltf4; eri lE!7u!6upl, iszis f,t.Eld�!meSl:ssts4;!e<e. Odes: dler ix!ddd!ctl!IDD,w:p Mild av"t#;'me, shil4 utdhr&BE! 1. ve rWit. As. Trns Des!leFgV—C,.!,Sx:uDy 6plve?.r5?s!d!,ny TOD stp?ums vAoanpwedtie i(desslndasewdvc usy-lililyar&s lrsipsof&s!gtTnss hpisl?I alit TDD avh.mlerl!P.It,isironsr.0i.o.!mit;nvenxs,smd!!7 Anthony JE Tornbo III, P.E. e�uedits fsss6r tgldldies ltlleregaalilit.dtk Ow!(, IIeO:aisrsxrisrd epeda tle lsildirt Desgn',aHt ruttstdtie lN,6a!S,adtle lvldla!fepsvde aSMI. ltgnry dl3e?DO sal nl Aell vsedheTass, �dtha kadir�,st!q&iesmlldiawdEnrq soil @l Ex respmtla:?:hd -80083 ' lMtti!f.�gDu�la vrs kautsro?.d!!rsRssdsalctklD0 ea911s prMi[esmlgeiltin!sdlit 6n!iieg[tuya2m Selery!aarnennR(:f ptNisln;.y ltl nd St(AlrnLra.R!!tt gnealarAas_itFl fsSruSlruFesi4!llieseNCs:!uN'AallusPtsiyeer,l!us7es:pniagnlesea3 TRssgaadv^c�v(; a!nS 4451 P:�RLU[12 Blvd. rtirsaise idiaEfto'rsfxst trtd vavtt>;�mey l7 dlpm:u ina!?ei TSeiass 9tst EsgiaeslsgCTCR DatOag DuSgiu, vrinssS(s`la itpie:ereml6?!Iriag. pls iD;fxrrs trtuddatl ltlpf I. (oppigAl©20IGA-IgoutpmsseA-AnlhanyT.TomOaIII,P.E. geprodoclan olibis domment,inanyl?xe!,isprohibited without the arigeoparinissionhomA-IRootfrasses-AntfionyT.Tomha111,P.E. Fort t34946 .Luci ' � I Job Truss Truss Type QtY Ply � A0076119 71856 � FL04 ROOF TRUSS 1 1 Job Reference (optional) Run: 8.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Mon Jul 16 13:53:41 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-IQxzALJSld72TR 6MNDV_7fUvYg66f6xgWRmA6yxUPO 0-5-2 -3- 2-5-0 1-5-12 2-0-0 2-1-13 J !2 � t z6 \1 3x6 3x3 = 3x3 —_ 1.5x4 11 3x3 = 3x3 11 5x6 = 6 1 2 qus 5 7 8 10 11 u o 1�9 v L , U�l 18 a d- 16 15 14 13 12 17 3x3 = 3x3 = 1.5x4 II 3x6 = 3x6 = LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) 0.09 15-16 >999 360 TCDL 20.01i Lumber DOL 1.00 BC 0.49 Vert(CT) -0.14 15-16 >999 240 BCLL 0.6 * Rep Stress Incr YES WB 0.37 Horz(CT) -0.02 17 n/a n/a BCDL 5.6 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 4x,4 SP No.2(flat) NOTES- BOT CHORD x4 SP No.2(flat) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) WEBS x4 SP No.3(flat) Vasd=132mph; TCDL=S.Opsf; BCDL=3.Opsf; h=22ft; BRACING- TOP CHORD Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) Structural woo sheathing directly applied or 6-0-0 oc and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left purlins. exposed;C-C for members and forces & MWFRS for BOT CHORD reactions shown; Lumber DOL=1.60 plate grip Rigid ceiling di actly applied or 10-0-0 oc bracing. DOL=1.60 REACTIONS. (lb/size) 2) Provide adequate drainage to prevent water 1 = -589/0-2-9 (min. 0-1-8) 3) This truss has been designed fora 10.0 psf bottom 3) This t 11 = /0-2- 493/0-2-0 (min. 0-1-8) chord live load nonconcurrent with any other live 11 = 125 0 (min. 01-8) loads. Max Uplift 1 = �1 -589(LC 1) 4) This truss has been designed for a live load of 11 = -216(LC 20.Opsf on the bottom chord in all areas where a 17 = -535(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Max Gry 1 a 245(LC 8) 5) Provide mechanical connection (by others) of truss 11 1 = 493(LC 1) (LC(LC to bearing plate atjoint(s)1, 11. = 125 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at FORCES: (lb),' joint(s) except (jt=lb) 1=589, 11=216, 17=535. backwards. Max. Comp./ x. Ten. - All forces 250 (Ib) or less except 7) CAUTION, Do not erect truss when shown. TOP CHORD i LOAD CASE(S) 2-3=-324/423, i{3-4=-310/410, Standard 4-5=-319/423, 5-6=-564/454, 6-7=-1126/90 i 7-8=-1126/900, 8-9=-566/454, -10=-563/446 BOT CHORD 16-17=-449/5 , 15-16=-865/1071, 14-15=-895/1 6, 13-14=-895/1126 WEBS 5-16=-196/28 1 6-16=-564/462, 8-13=-634/50 ,[ 2-17=-1108/849, 5-17=-1094/8 6, 10-13=-610f769 f PLATES GRIP MT20 244/190 Weight: 69 lb FT = 10%F, 10%E dq • Bnse tlutgNrmis!!f3e'Ad tOCS n9S5'S(Slllll'T 6EDitAS ItUtS 8 (Dr 11ILn3 U}IUN{ 5D1Er; AUAIIaLs�n� teri re!!q itup rosd�ers ess 2ss em°s at sns truss uengsursv!gsun trs!r7 �muY!. !rsssu!, ee mder:e xss! ¢?a�e nx. unev smernn ranee to ne rouw.y eimnmq:EessEdtMeselfa lhTDD lsknlii. As a Tins Desgefesirxe 1.e,S;ddtiluxa;,itml is nyTDOupstds rsuretimdbt roi?sindteree?fieg regnflilletSr tlr InkedRe si«tTmsf f?pid?Intle IDD se¢,os/tr7r4l. Trx l?sipa nempnu,lettspnsEmxs, stndiiry Anthony T. Tombo III, P.E. estdrdsT(nSTl:tg1"lliq is N Rspnikilty dN O..'[N(1-6 03Td.pAt'IAt rultim! D.irN',©h!nant ll1 IK,i63 l"t slit, 1"d W4' pie.101 le glmd tftte TOD ails, fiele ned 61 Tnst iad'64 a44 m.1"1096' ud kviq AA Ss N. d t 80083 ' tnMiDOfs�gm!Itlr(4'IM!.ii:rt]SStledxdSiODMAlbtr!�i[!Sm'Ir+tr?fm?ShclsplCgrt¢reedSderyiztmdin;rQfrdhstM6yrtlndStfAn?rtMatlAsyestni#:duaIerlktias$?IRS(eti6.htSeSlfiSi?Sd!1eIlISSDIlirtH,T:nSDI:(9iG}1L•tfmfrm:f)lEM!t!4!Y.e[ni 4451 St. Lucie Blvd. r uldmsllpe6sbmdepre9ensisrrniglpdirenximdteiTieTussCxftrsrntrlSACT f KbjDevper,uTrtssS)YwEP.temy601isj,IOq-L¢'l;e:mstreesldeNMlitl' Fort Pierce, FL 34946 pP igb102O16A-I Roof husses- Anthony T.Tombo111,P.f. Reproduction of ibis document, in any form, is prohibitt d with cut the wtiltea permission fi om A-] Roof Trusses - Anthony L Tomho III, P.f. i Ply 71856 I FL05 I ROOF TRUSS 0-5-2 Q-3I 1 1-0-9 1 0-10-1� , 2-5-0 I 1 A0076120I Job Reference (optional) Run: 8.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:43 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-Eo3jb1 KjHEOmjl8UTnGz4Yls5LYgaZ1 ElgwtF?yxUPM 1-5-12 i 2-0-0 , I 2-1-13 i 1-2-3 5x6 = 3x6 = 1.5x4 11 3x4 —_ 1.5x4 11 3x3 = 3x3 = 3x3 11 5x6 = 1 2 4 5 6 7 g 10 11 c• 19 18 A, A 6. 16 15 14 13 ,sxs = 7 ! 3x6 = 3x6 = 1.5x4 11 1.5x4 11 3x6 = 2-6-0 1 9-1-8 , 10-1-8 , 11-1-8 , 14-8-8 LOADING(psf) TCLL 40.0 TCDL 20.0 BCLL 0.0 ' BCDL 5.0 SPACING- 1-4-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.44 BC 0.36 WB 0.34 Matrix-S DEFL, in (loc) I/deft Ud Vert(LL) -0.05 15 >999 360 Vert(CT) -0.08 16-17 >999 240 Horz(CT) -0.01 17 n/a n/a PLATES GRIP MT20 244/190 Weight: 78 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) NOTES- BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) BRACING- Vasd=132m h TCDL=5.0 sf; BCDL=3.0 sf; h=22ft; TOP CHORD envelo Cat. 11; Ex D; Encl., GC 1P0.18; MWFRS (envelope) ) Structural wood sheathing directly applied or 6-0-0 oc and C-C Exterior(2) zone; cantilever left and right pT exposed; end vertical left exposed; porch left ROOT CHORD exposed;C-C for members and forces & MWFRS for Rigid ceiling directly applied or 10-0-0 oc bracing, reactions shown; Lumber DOL=1.60 plate grip Except: DOL=1.60 6-0-0 oc bracing: 17-18. 2) Provide adequate drainage to prevent water ponding. REACTIONS. (lb/size) 3) This truss has been designed for a 10.0 psf bottom 1 =-327/0-2-9 (min. 0-1-8) chord live load nonconcurrent with any other live 11 = 453/0-2-0 (min. 0-1-8) 17 = 1169/0-8-0 (min. 0-1-8) loads. 4) ` This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 1 =-327(LC 1) rectangle 3-6-0 tall by 2-M wide will fit between the 11 =-198(LC 12) bottom chord and any other members. 17 =-535(LC 8) 5) Provide mechanical connection (by others) of truss Max Grav to bearing plate atjoint(s) 1, 11. 1 = 140(LC 12) 6) Provide mechanical connection (by others) of truss 11 = 453(LC 1) to bearing plate capable of withstanding 100 lb uplift at 17 = 1169(LC 1) joint(s) except Qt=lb) 1=327, 11=198, 17=535. 7) CAUTION, Do not erect truss backwards. FORCES. (lb) Pt Ten. - All forces 250 (lb) or less except LOAD CASE(S) when shown. TOP CHORD Standard 2-3=-363/502,3-4=-650/846, 4-5=-650/846, 5-6=-833/613, 6-7=-833/613, 7-8=-962/724, 8-9=-525/395, 9-10=-521/388 BOT CHORD 17-18=-507/371, 15-16=-719/962, 14-15=-719/962,13-14=-719/962 WEBS 3-18=-418/520, 3-17=-544/456, 5-17=-1166/904, 5-16=-501/701, 8-13=-495/373, 2-18=-728/533, 10-13=-530/713 I Ali ,1 I We'Yn•flNte tluvlpdr r4!I4M1le'eI eOCT tIDSS6jiE(tEl j6Er:1!(TEIIiSd(F(111655(]STDH1AAl')E(rMDRisFur,NEM�hra icAp dedp raraelers aadre;�ssfvs sys^rsl�ess Ong:7ra+ia9lrGS; rr�I�Ltkuf T.Tt2leDi,r.E.Idnexe ketfgarens. DdesssMer+isr stdd u,tle IDD,catq PARousnvrpirNs MIN medfu IN T➢Dbheedid.As, Trost Desgv hCnu(te,5:e:idrr Gllue;, As ssd to S#oTo!sdep!ned lade TDOodt,mlerTki. the deslpl ssnmprlvrs.bM,r}atlmvs. ssifcliliy Anthony7� ombo III P.E. .dosed1L31.0"eer kil(1r41sorrestmilnirJd@sa.",O{0+111wt'-nzdepder lot MIT!,!Desiper.,nfts.imn arse Kthl111,WtleI'd Wt.gmesadrfl. Tle clpvrdd lit TDD asl nrheli or vrhe Trots. l0djlad'isg.sorars, irilldin ud h.M thdlhe 61 respmsti!'fid rt {80083 ' IlA h?i'l4TOlS'l'Sele¢d(S?la9'.:I:rE.R1i¢IWl1O Y[<TDD mdllt rlRlltn Cel Trd:IRe51!fl:Itlilier ltQpCIPeISAtI]SiP'11Enev;lCS�pelllfllAhJ SiI Y11 SIG e(err!Nm1iI[1 ptNR!enldm2 T71fe9oes�ern�e;:mr:�aam:ra:Tn:eornprr,Trnt Te:Fagiaeernilrnsaauh:u�er,sxeu v3srtise lrrieHl 1 di iaeiosstesaT lCT ke 4451 St.Lucie Blvd. aGat•me esdouvomDe emnlne4ed. marls (ada C4;'an,uTrossSt.aE nwda !ulli wo :dDsd�:mt em as ddmr,lama. (opyrighl 0 2016 A -I loaf Trusses-Aulhoey Homho 111, P.E. Reproduction of this document, in any form, is prohibited without The written permission hour A-1 Roof Trusses-AnthonyL Torrho 111, P.E. ! Fort Pieri, FL 34946 � 1 Job 71856 0-5-2 20 --- 'r- - ROOF TRUSS 1 1 Job Reference (optional) A0076121 Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:45 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-ABBT?jMzoseUy3ltbCl R9zg8D96Y2RVX18F _KtyxUPK 2-6-5 2-5-0 �� 114 ii 1-1-4_I���� Dead Load Defl. =1/8 in 1.5x4 11 3x3 = = 3x6 = 3x6 FP= 3 4 5 6 7 3x4 = 1.5x4 11 3x3 — 3x3 11 5x6 — 8 9 10 11 12 4 6• 17 16 15 14 13 3x3 = 18 1.5x4 11 1.5x4 11 3x6 = 3x6 = 3x6 = LOADING(psf)i SPACING- 1-4-0 TCLL 40.O Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0� ' Rep Stress Incr YES BCDL 5.0� Code FBC2017ITP12014 LUMBER - TOP CHORD x4 SP No.2(flat) *Except` 3: 2x4 SP M 30(flat) BOT CHORD x4 SP M 30(flat) WEBS x4 SP No.3(flat) BRACING - TOP CHORD Structural woo I sheathing directly applied or 6-0-0 oc pudins. BOT'CHORD - Rigid ceiling di ctly applied or 10-0-0 oc bracing. REACTIONS.:lb/size) 1 = 355/0-2-9 (min. 0-1-8) 12 = 599/0-2-0 (min. 0-1-8) 18 = 477/0-8-0 (min. 0-1-8) Max Uplift 1 =-183(LC 8) 12 =-262(LC 12) 18 =-264(LC 8) Max Grav 1 = 355(LC 1) 12 = 599(LC 1) 18 = 477(LC 1) FORCES. (lb) Max. Comp./M x. Ten. - All forces 250 (lb) or less ex when shown- ; TOP CHORD 2-3=-419/385, 4=-589/458, 4-5=-589/458,-6=-589/458, 6-7=-1350/960h 7-8=-1805/1278, 8-9=-1805/127 ,9-10=-726/519, 10-11=-720/51 BOT CHORD 18-19=-391/4217-18=-956/1350, 16-17=-956/13 0, 15-16=-956/1350, 14-15=-1036/1 35 WEBS 6-17=-169/32 3-19=-413/313, 6-18=-1067/70 , 10-14=-303/236, 9-14=-789/5890 9-15=-264/412, 8-15=-294/23 7-15=-349/500, 11-14=-700/9 . , 2-19=-563/613 cept 1 CSI. DEFL. in (loc) I/deft L/d TC 0.66 Vert(LL)-0.2115-16 >722 360 BC 0.84 Vert(CT)-0.3315-16 >448 240 WB 0.47 Horz(CT) -0.02 12 n/a n/a Matrix-S NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1, 1Z 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=183, 12=262, 18=264. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 85 lb FT = 10%F, 10%E wEI 4-111H!e!Y[!1'1tt{Y(?!It}Ik add lBCt lii'SSISj St[LEf",t 6EF:ik{ffIMSB(f1i:�IIBtS IBSTJN4 ELi�fA(CMG7i:[iMr him Te 4 lttip twteel"s0ftl'A?s at 1%1.1, tesp 5-iy{Ifv; el 1h Wk.rT. TOl,t.Ettldext%ml(sbtlt!?. Odes 91, !+is, ON t5tle IDD,Wi AY{!k er4r rlekt sell 1.1 nd fir b TDO t3 kEdit As A Tuns Deslte hvP (U. SeimMr lip'vej, Me sail., sly TOO felreItdstta.pn.e(i llt rtin'Wdtf43Ft11E nsfusigat tr lit tfs,dtRs'3�,e Toss 6011l etle TOO ad(, eades 141.%in' nnnplfc<. tr%etmtCtitt!, ttilsliup - Anthony T. Tem6a Ill, P.E. cede sTwsshrntW63isliewFusllnlpdt"0-0ha-6 sre,d';destheWfegDesitn,atenekddluTt(,Mait' udtleledl;'6n,tdf@lMr. Tleypm;dlit 1OOmIn Mletseedtitasnit,!o:,61Wfv, sj Ill,luhl(diteWkdn,shdrt,lnre!ps36hd K 80083 Ok'..dr3Dts ru:ErdCtavEam.All m'nse!@l Mh IDD ed itt jlalas.1 pddls dine 1dld7i t psm sdee(IT.e'IiFMBti(SI,'rdi'm hJ In aM StlAeleidyeY.tATt1 Pswl tpj.A 4Tnl d!h1holt Odipe,T!en lest, tetiaeresl lassNandrttm,uest 4451 St. Ludt Blvd. f sleflllFEYjGiB:arNeptFleeeB(9Ymttljdlrel�KlEtCIiCLIheTrittCfil"St9§lOtetiiMDlxREflai9tCEiie,11TnisS}S.eERYtd@r'sEtIO13j.HI15�+lid.�IN'.l;taietECfOet^�tIMIPFI. Fort Pierce, FL 34946 (eigighl02016A-1,loofLasses-Anihonyl.TomboIll. P.E.Reprododionof[his dommenl,inanyfotm,isprohihiledwitheidThe atittenpermission homA-1Rooffmsses-dnthonyLTom6oIII, P1 71856 I FL07 I ROOF TRUSS 11 1 1 I I I Job Reference (c s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek ID:QkG_WX2XIF02AugBvNAdCzRphr-6ZI EQPOI 0-5-2 3 1-0-9 I 2-5-0 1-6-12 F 1-14� i 2-0-0 2-6-5 1.5x4 11 3x3 = 5x6 = 3x3 11 3x3 — 3x6 FP= 3x4 = 1.5x4 11 3x3 — 1 2 3 T9 4 5 6 7 8 9 10 A0O76122 16 13:53:47 2018 Paae 1 1-2-3 s Dead Load Defl. =1/8 in 3x3 11 5x6 = 22 21 s 19 18 17 �5 3x6 = Q-5-� 5-6-15 V 05-1-13 Offsets (X.Y)-- I2:0-0-1.Edoel. If LOADING(psf) SPACING- 1-4-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 20.0 Lumber DOL 1.00 BCLL 0.0 * Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T3: 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) *Except* 132: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 364/0-2-9 (min. 0-1-8) 13 = 595/0-2-0 (min. 0-1-8) 20 = 608/0-8-0 (min. 0-1-8) Max Uplift 1 =-209(LC 8) 13 =-260(LC 12) 20 =-351(LC 8) Max Grav 1 = 364(LC 1) 13 = 595(LC 1) 20 = 608(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-415/449, 3-4=-422/460, 4-5=-544/474, 5-6=-544/474, 6-7=-544/474, 7-8=-1320/905, 8-9=-1786/1229,9-10=-1786/1229, 10-11=-722/503,11-12=-716/495 BOT CHORD 20-21=-593/657, 19-20=-901/1320, 18-19=-901/1320, 17-18=-901/1320, 16-17=-998/1422,15-16=-998/1422 WEBS 7-19=-130/308, 3-21=-296/268, 4-21=-262/153,7-20=-1088/605, 11-15=-303/231, 10-15=-779/556, 10-17=-252/405, 9-17=-296/234, 8-17=-356/512, 12-15=-677/981, 2-21=-655/606 zu 1.5x411 1.5x411 3x6 = 3x6 FP= 3x6 = 1-3 , 7-1 1-8 1 CSI. DEFL. in (loc) I/defl L/d TC 0.68 Vert(LL) -0.2117-18 >716 360 BC 0.83 Vert(CT)-0.3417-18 >443 240 WB 0.47 Horz(CT) -0.02 13 n/a n/a Matrix-S NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1, 13. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=209, 13=260, 20=351. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 14 3x6 = 1 d-3j8 p 3�-8 PLATES GRIP MT20 244/190 Weight: 92 lb FT = 10%F, 10%E 9'eviry�Plnse lkt(IeSlirrsrievi3e•p.l S1C:`fl''JSi3s,'lltlEb'), 6Sll:lkt TEIkSBC�}CdTIG5ifJSIgNt StRfl';eil(NOAsf#EXT'Swz.fe!ihlesigl Srarrrettrs rlreNsNes aysai;Less Besi�MsvisS{Cf4;sith lrtl[epT.hzfaC;}.ESderexe4ui!�zeE<e lldess stketiise sldN sotle lPd,ra?p diTeetefeE[nrp:e!esslfit;: aselUlrtx T7euie edfl. sscLnl Desi9v hyfarjl.!.t(4illip ElNe6r'9:5SiI 110JTDDfeP(e1t11f 16E(RIDT FI I4e pr2ti11fiC1EMSFe:hifef}B111IIInp[r9leFf'E.94tEEffT(t!S dvpkl:e setleldD alt, vaderl?H. 7Ee d:tipannnHire:.leclx2mCitlx<., s�filili!y Anthony Tombo IIIP.E. fNelt lflili Tii114•etY}1ir1141s1ilR1N!2nih elri�e 9raer,tiE OwvEisv>".ivn.Nv r, t9ellitdiv}eni ror,aex nrtlrldsu ltC,:Sv EC adtle 6sa S�'d: 2Ne sl r�-I. ite �sv°ds3e lUD vsl n}Aeld a!edbv Tnss.io;lsfiq kted` YT , 1P S i-N S 'v3 q}. ty:scvps,ieshllv6nalkniS 511 E C•re•psiSd:het .: 80083 ' IitC spgesea�lN Csa:vCa�, dli rilssvlaN4M*IDDeal lie prtminst�S gvilin svftl tnUlvS(w}raetl Srttl}hamvfin{SC'A;pell sEelS}S}I aN S1(S ueMnexed!npevnv!}a:Aavr>.I?el EsSr*;lefesFevs l;'lies ev3.hlts N'6eLu!Dtv3ex,l:ens 7e:.�, aJi erwdrn sMaean;asrz[, ce esc 4451 $t. Lucie Blvd. v'Sevlse Idie[iepaCv9rv0 vpeN v}ev fv wriliq eyvll puEEs Inafet Heiress C+se�lFsj veers SCTgx SaiAa}.es;paer,erTn!s S!Yzx Sa} fifer e`mr 7nIAq. dll rgL�edp�lvs yeas de1aN ro1P11. (opirighf02016A-1bof tisses- Anthony LTomboll6p.E. Reproduction ofthisdorument,inonyform,isprohibited without the wrillenpermission from A-1Roo(Trusses-AnthonyLlombo111,P.E. Fort Plgrce,FL34946 ji 5 Job Truss Truss Type Qty Ply A0076123 71856 FL08 ROOF TRUSS 1 1 I Job Reference o tional Run: 8.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Mon Jul 16 1353:48 2018 Page 1 I D:QkG_WX2XIF02AugBvNAdCzRphr-bmscelOr5nO3pWOSGLr8mr-SfbM9JFoPzR6eewCyxUPH 0-5-2 0 3 1'0-9 1, 2-5-0 74 1-1 4 , 2-0-0 , 2-6-5 ♦ 1-2-3 Dead Load Defl. = 118 in 1.5x4 II 3x3 = 5x = 3x3 11 3x3 — 4x4 = 3x6 FP= 3x4 = 1.5x4 11 3x3 — 3x3 I I 5x6 — 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 a 20 19 18 17 16 15 3x6 = 3x3 = 4x6 = 1.5x4 I 1.Sx4 11 3x6 FP— 3x6 = 3x6 = 5_ 7-2-9 8-6 1 9-6-1 10-6-1 -9 19-5-1 1940 5- 6-9-7 1-3-8 1-0-0 1-0-0 8-11-0 -318 Plate Offsets Y — 2:0-0-1,Ed e , 5:0-1-8 Ed e , 9:0-1-8,Ed e , 13:0-1-2 Ed e , 16:0-1-12 Edge] i LOADING (psf) I SPACING- 1-4-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) 0.21 22-23 >411 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.71 Vert(CT) 0.20 22-23 >438 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) -0.02 14 n/a' n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 102 Ib FT = 10%F, 10%E . LUMBER - TOP CHORD SP No.2(flat) *Except` 2x4 SP M 30(flat) t WEBS BOT CHORD SP 240OF 2.OE(flat) *Except* 8-20=-289/380, 3-23=-302/285, 2: 2x4 SP M 30(flat) 4-23=-329/259, 5-22=-711/183, WEBS 2K4 SP No.3(flat) 5-21=-470/1027, 8-21 =- 1189/892, BRACING- 12-16=-300/227, 1.1-16=-760/524, TOP CHORD 11 -1 7=-213/380, 10-17=-290/227, Structural wooc sheathing directly applied or 6-0-0 oc 9-17=-395/537, 13-16=-649/964, purlins. 2-23=-765/652 BOT CHORD Rigid ceiling dirl ctly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) REACTIONS. Ib/size) Vasd=132mph; TCDL=5.Opsf; BCDL=3.Opsf; h=22ft; 1 = 39010-2-9 (min. 0-1-8) Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) 14 = 586/0-2-0 (min. 0-1-8) and C-C Exterior(2) zone; cantilever left and right 21 = 728/0-8-0 (min. 0-1-8) exposed; end vertical left exposed; porch left Max Uplift exposed;C-C for members and forces & MWFRS for 1 = -239(LC 8) reactions shown; Lumber DOL=1.60 plate grip 14 = -256(LC 12) DOL=1.60 21 = -440(LC 8) 2) Provide adequate drainage to prevent water Max Grav ponding. 1 = 390(LC 1) 3) This truss has been designed for a 10.0 psf bottom 14 = 586(LC 1) chord live load nonconcurrent with any other live 21 = 728(LC 1) loads. 4) ` This truss has been designed for a live load of FORCES. (lb) 20.Opsf on the bottom chord in all areas where a Max. Comp./M x. Ten. - All forces 250 (lb) or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the when shown. bottom chord and any other members. TOP CHORD 5) Provide mechanical connection (by others) of truss 2-3=-446/524, -4=-453/536, to bearing plate atjoint(s)1, 14. 4-5=-638/674, -6=-398/182, 6) Provide mechanical connection (by others) of truss 6-7=-398/182, -8=-398/182, to bearing plate capable of withstanding 100 lb uplift at 8-9=-1246/785 9-10=-1734/1145, joint(s) except Ot=1b) 1=239, 14=256, 21=440. 10-11=-1734/1 45, 11-12=-709/482, 7) CAUTION, Do not erect truss backwards. 12-13=-704/47 BOT CHORD 22-23=-765/74 , 21-22=-669/638, LOAD CASE(S) 20-21=-781/12 6,19-20=-781/1246, Standard 18-19=-781/12 6,17-18=-781/1246, 16-17=-949/13 3 WEBS 8-20=-289/380 3-23=302/285, 4-23=-329/259 5-22=-711/183, 5-21=-470/102 1, 8-21=-1189/892, 12-16=-300/22 , 11-16=-760/524, 11-17=-213/38 , 10-17=-290/227, i, se d G'er ry fleesetkuearHrrliem Ge'AIIOC;i{OSSSI"><tl[116tF:1Et rfIWSB(OR'd11CSf (JSTOA�el9ii'I AiAM[rr��uiAEMi Esc iaAy eeupynllden l�l sKd ldeswlSisUess Oesin OsAriy(tfw mi lh Adiceyl. rexea Ci,tLldueme9eel hdA!e ese, Ildcss Hterrise s!dd lane ED,w.7 AJr'cnce9q:e45 sld!te l:Nh!tFxiCD la Se rdie. AsaLrss Desire hy!Aett(Le,SR[Idly Fly!re:r;.tles•dnnyrDCrepresMsrr p¢p�;edilgtalsfluderyhFerUgnyntl111At b; IPe 1!s!�sdfl+s�c«elnss €ap!nehe tle IDD all; e:aul ll.its iesi9t asunpNs.6cEapneMltls, sAtletllry Anthony T. Tombo III, P.E. d01WODWFA Ca td>'lis riifl`<r lAr{wl[I6151flRSrN4tillh dM2Oalfl.ltlOrUlsF',�A'ISfe Fyed li lltle1Ui14OnigSr,®tSe(nliddtk!t;,53!e'. AAIsit llfd Y'?.LI[IIP!IatRt. lit l'If!t!llrl4, Ns. 10.I16R IF. Y.'}slirye,ilst'IM l kd'3'S acadi flu re<.ea044"'I µ80083 Ai {!'R.IC.eri1'.'IaY`.iiHkSseiA1!:BNSNDOIIIMrr^Alsls[-0iiAledll!{dllleel!a1AIrLPPL9411Sde7I]l'IElltejeC�r1E!ISEQ:E]IrlateSSlAlslld ksehlatAe!dpidgtR7Frlk5psl:ns she:Des[e9btLsdaLrs:Deilper,Lnsoerp�r,��:nAaam!sA.,,en�:!,Aes;4451St.LucieBlvd. tis, Owe lye6dad.lTud1',lee n vnaq ly dl ierls la!d!ei rle Press Crsla Eryh!nIs{CrCe{aAar c!t:yAeyrtT,�ss SlY.emtarn:erd©yldldAr. All rq.Sdn.4lros seas ddadlaT{il" Fort Pierce, FL 34946 6o'iighlD2016A-I Roof basses- Anthony LTomboIll, P.l. Reproduction of thisdommeni,inanyform,isprohilthedwithoutthewtineapermissionhomA-I Roof husses-Anthony T.Tomb lll,P.T. Job Truss Truss Type Qty Ply 71856 FL09 ROOF TRUSS 1 1 A0076124 Job Reference (optional) 0-3-8 "Al 1 2-5-0 <un: 8.120 s Dec 11 2U1 t Nnnt: 8.12U s Uec 11 2017 MiTek Industries, Inc- Mon Jul 16 13:53:50 2018 Pagel ID:QkG_WX2XIF02AugBvNAgCzRphr-X8_M3QQ6dOGn2gAgNlucsl X?7AmjhvGvQ71?5yxUPF 1-5-3 i 1 1-1-4 , 2-0-0 2-6-5 1.5x4 II 3x3 = 5x6 = 3x3 11 3x3 — 3x3 = 3x6 FP= 3x4 = 1.5x4 11 Dead Load Dell. =1/8 in 3x3 = 3x3 11 M = 13 14 .Ixo = 3x3 = 3x6 = 1.5x4 II 3x8 MT20HS FP-- 3x6 = 3x6 = 1.5x4 II LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) 0.23 22-23 >420 360 TCDL 20.0 Lumber DOL 1.00 BC 0.71 Vert(CT) 0.21 22-23 >446 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) -0.02 14 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T3: 2x4 SP M 30(flat) BOT CHORD 2x4 SP 2400F 2.0E(flat) `Except' B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 1 = 413/0-2-0 (min. 0-1-8) 14 = 585/0-2-0 (min. 0-1-8) 21 = 767/0-8-0 (min. 0-1-8) Max Uplift 1 = -290(LC 8) 14 = -296(LC 12) 21 = -522(LC 8) Max Grav 1 = 413(LC 1) 14 = 585(LC 1) 21 = 767(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-444/572,3-4=-449/583, 4-5=-777/974, 5-6=-419/221, 6-7=-419/221, 7-8=-419/221, 8-9=- 1241/852, 9-1 0=- 1733/1252, 10-11=-1733/1252, 11-12=-709/527, 12-13=-703/519 BOT CHORD 22-23=-953/816, 21-22=-969l777, 20-21=-848/1241, 19-20=-848/1241, 18-19=-848/1241, 17-18=-848/1241, 16-17=-1037/1391 WEBS 8-20=-314/369, 3-23=-263/262, 4-23=409/417, 5-22=456/105, 5-21=453/1017, 8-21 =-1 153/957, 12-16=-300/248,11-16=-760/572, 11-17=-234/380, 10-17=-291/249, WEBS 8-20=-314/369, 3-23=-263/262, 4-23=-409/417, 5-22=-456/105, 5-21=-453/1017,8-21=-1153/957, 12-16=-300/248, 11-16=-760/572, 11 -1 7=-234/380, 10-17=-291/249, 9-17=-439/541, 2-23=-831/645, 13-16=-711 /963 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=0.6psf; BCDL=3.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1, 14. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=290, 14=296, 21=522. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 Ib FT = 10%F, 10%E Sedq-heeseNpngtlTrseiewt3e'AI IDGFftRi2('SEIiG't6[l91[RIfISB(Dpti11DIS[DSiDNj SI�1e7;.CAlCN,iDDMEl'Iuu. rerdp dells, pelnet!n tEdnNeplllneSiSTlnsDnes DlpVlgiT(§,jtrA an Aditirl.r:dt1D'yr.E.IlElflSeSlNi+,!'e'!FS!. UIIE!!eti2fylSt ltdN lEtY!TOD,G4:j NOW ne.all JI sslAltened4rlte ED 1.len111. Is ITua Mile hpnFfp.D.SpeAdryr.plet!rIII seem air EDrgrests mvnyrx. d lie pelissunt egewaj ngmlillarbrIt',tupe.nesipyernss d!pd-4 to it, TOD alp, WerifLl.lMd!slpl pntnptun:bNnDotnxs,smaillap ' Anthony . Tontbo III P.E. aN Ise dh!sIr"Itr.q rdliitgis lie uIpn!illloy sfthOeurtle Dwmts ahntd qtA ante 6116tg Desgw,m1%utleddllslt:,ziWL Wat ur6 Wq We ad MI. Tie qgand due 105 eN strfleli ut If Tnss, adEtiq t:,ATi4 shrgE,(uhllsAts udtnrug sldlMSM nspatie�!:hd 80083 ' a<td!9,gDes:;r.NUlhay.All Wessow.INEDWhepromas©1pusdundIII haq(wrwnlSdatW."nEle t(Sr•pEthstd51[NdSKAsnrddae.SfngeFm!peAIuxPHd0nolmuspFas:ldaiesW61!sdIi!ImsDope. essDes.pbfh!uatTressNanafsrteiet,p.ess- 4451 t Lucie Blvd. tdsnin ddinllpoJdral apreN ep.vuxtifiq lTdiptn:n 1przdee3 Ike 6ns[eslp[I ineris lDrlsrd:dn3Ce,!gav,rt ln,s spree hp.nrdEaT h.il7ip. Alr Ipin!1k ns trtas deraNulPl1. I q Fort P.er�e, FL 34946 topyrighl©2R16A-IRaaMusses-Anibanyl.Tomba111,H. Reproduction of ibis doluartal, in nay farm, is prohibited wifficut the written permission hoon A4 Rooffrusses -Anthony L Torabo 111, F1 Job Truss Truss Type Qty PIY A0076125 71856 FL10 FLOOR 22 1 Job Reference o tional 0-3-8 0381'3 Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Mon Jul 16 13:53:51 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-?LYkGmRkOiOeg_l i xTPrOE48oaAWS5KQ74slXXyxU PE 2-6-5 „ 2-0-0 „ 2-6-5 i 1 Dead Load Defl. = 3/16 in 3x4 = 34 11 4x4 = 1.5x4 11 3x6 FP= 3x4 = 1.5x4 11 4x4 = 3 4 __ 5 6 7 8 9 10 21 4x6 = 20 3x6 = 18 ) 17 16 3x8 MT20HS FP-- 3x6 = 1.5x4 II 3x3 11 6x6 = 11 1213 15 14 4x6 = Plate Offsets ,Y — 4:0-1-12 Ed e , 7:0-1-8,Ed e , 8:0-1-8,Ed e , 10:0-1-12,Ed e , 12:0-1-3,Ed e , 15:0-1-12,Edge], 16:0-2-0 Ede 20:0-2-8,Edge), 21:0-2-12,Ed e LOADING (psf)' SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl I PLATES GRIP TCLL 40.0: Plate Grip DOL 1.00 TIC 0.78 Vert(LL) -0.28 18-19 >881 360 MT20 244/190 TCDL 20.0', Lumber DOL 1.00 BC 0.81 Vert(CT) -0.45 18-19 >541 240 MT20HS 187/143 j BCLL 0.01 Rep Stress Incr NO WB 0.70 Horz(CT) -0.07 13 n/a n/a j BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 102 Ib FT =10%F, 10%E LUMBER - TOP CHORD x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural woo( sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling di ctly applied or 10-0-0 oc bracing. REACTIONS. Ib/size) 1 = 883/0-2-0 (min.0-1-8) 13 = 883/0-2-0 (min.0-1-8) Max Grav 1 = 883(LC 1) 13 = 883(LC 1) FORCES. (lb) Max. Comp./M x. Ten. - All forces 250 (111 or less except when shown. TOP CHORD 2-3=-1078/0, 3 =-1087/0,4-5=-3277/0, 5-6=-3277/0, 6 =-3277/0, 7-8=-3715/0, 8-9=-3277/0, 9' 0=-3277/0, 10-11=-1087/0 '�11-12=-1078/0 BOT CHORD 20-21=0/2374, 9-20=0/3715, 18-19=0/3715, 7-18=0/3715, 16-17=0/3715, 15-16=0/2374 WEBS 3-21=-347/0, 4 ! 1=-1432/0, 4-20=0/1004, 7-20=-725/0, 1 -15=-347/0, 10-15=-1432/0 10-16=0/1004, 8-16=-725/0, 2' 1=0/1477, 12-15=0/1477 i NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates ar(J MT20 plates unless otherwise indicated. 3) Provide me hanical connection (by others) of truss to bearing plate a joint(s)1, 13. 4) Recommen 2x6 strongbacks, on edge, spaced at 10-0-0 oc and astened to each truss with 3-10d (0.131" ) 3") nails. St ngbacks to be attached to walls at their outer ends or .,,.Strained by other means. We!'-rleetetherinmy[ I". lie'A-I 13CF 91.6sUrs.1t 6T I.TIMA(DG1IICeSUSICNt ELV]jA(eeCAUDSOUT I", Tealsfisiea jimetersaed rMJames eallis J!"!DIinvi"ItIN) lot INA!nurT.T.bR!"I.E.ldn—Sk,d!4reex. liters II stood eeWDD.ra:t MlT'outmr pans sbdl:e tied to, all TOO Is be T.H. As aTross Desipa hostes(I.!,S}e:idlf bilmltaaell n ill TOD represeels11siana:I it lie rralasstaad oplirit!aspetsililly*lot lesiadIII V-7tePer 6pd!itth ND tell, Wer I',]. 'lit IlMl nnnFfia�,lacd:aDcavimns, seilahilry Anthony T. Tombo III, P.E. a� edfi's Fata9•aep Gdmechlaeresp!e!dilm ON Me" as IT-I"aelaeieede;m IT lie 1,11I oaap:r•0ty mold d lae lA(,aa ., eedlh lrtd t'fmde ssi MI. III gpma'd lie TOD ad n+Ce(l are this imst,4dafiglad',g. sK:gs, iashlldiad ndenta+, shd daasp<ns al:haf 2 80083 sh'eeDDssigra!rr4Qdddar.AI':anssatwt4STDDrsell'aprsm,asmlrdddiusdthGildiei(tepaemSdetfh':—fim.011peillibWAIINatdl6UvareL+s!xel%ryeeesa'yAm,!IN61.imsdauspam USr&IMe1oTnssDenpeerhesshipbperesiNssYmsentou,tenu 4451 St. Lucie Blvd. ' add 'soMaidhyeTodd gold dpu is wroig11 ell Intel ir'Nei Ii,T,ass Deslpa1ariaeer&10T Gx rri.`L73 yeti;aer,rtin!s Syraa iapia!era:`af2+i15e3. Alisq.':dardAa' door IIIWN 1. Fort Pierce, FL 34946 La ighf02016A-1 Roof Losses -AnthanyT.Tomlin Ill, P.E. Reptodudion ofthis document, in any form, is prohibited isilhoutthe written Permission from A-] Rooffresses; - AnthanyL Tamils Ill, P.E. Job Truss Truss Type Qty ply 71856 FL10G FLOOR GIRDER 2 2 A0076126 Job Reference (optional) 2-5-9 i t 22-6-9 1.5x4 11 4x8 = 1 6x10 = 2 3 u i 1. O. 12u s uec 1 1 zu 1 / rune 8.-Izu s uec i 1 zui f MI I eK Industries, Inc. Mon Jul 16 13:53:53 2018 Page 1 I D: QkG—WX2XI F02Auq BvNAdCz Rphr-xjg VhS S—wJeMvHvP3 u RJTf9XG NrhwyUjbOLPcQyxUPC 2-0-0 , 2-7-9 -1 i 22-7� i 2-5-5 � Dead Load Defl. = 114 in 1.5x4 II 1.5x4 11 4x4 = 5x6 = 5x8 = 2x4 11 4 5 6 7 a o ■ rr IJI—■���—�— ■ �■■ ��NNW rr �■ 17 16 15 14 13 12 11 10 46 6x10 = 2x4 11 7x14 MT20HS= 5x6 = 4x4 = 2x4 11 400 Special 9-8-12 10-8-0 3-0-13 61-11 8-11-0 -2 0-2- 1-2 14-3-5 17-0-11 20-5-0 3-0-13 3-0-13 2-9-5 -5.1 0-6- 3-0-13 2-9-5 3-3-5 Plate Offsets (X,Y)— [1:0-5-0,0-2-0], [6:0-2-0,Edge], [7:0-3-0,0-2-0], [8:0-2-8,0-2-4], [10:0-3-12,0-2-0], [12:0-2-0,0-1-8], [13:0-3-0,0-2-0], [14:0-5-8,0-4-12], [16:0-4-8,0-2-0], I-- nn.t sm LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.38 14 >623 360 TCDL 20.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.62 14 >383 240 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.05 10 n/a n/a BCDL 5.0 Code FBC2017ffP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x6 SP'2400F 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x8 SP 240OF 1.8E W& 2x6 SP No.2, W2: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17 = 4545/Mechanical 10 = 1418/Mechanical Max Grav 17 = 4545(LC 1) 10 = 1418(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-3639/0,1-2=-10374/0, 2-3=-10374/0,3-4=-9582/0, 4-5=-9585/0, 5-6=-9585/0, 6-7=-9585/0, 7-8=-6655/0, 8-9=-409/0 BOT CHORD 16-17=0/1428, 15-16=0/11857, 14-15=0/11857, 13-14=0/9585, 12-13=0/6655, 11-12=0/3810, 10-11=0/3810 WEBS 5-13=-359/0, 1-16=0/9398, 2-16=-413/0, 8-10=-3575/0, 3-15=0/948, 3-16=-1562/0, 3-14=-2834/0, 7-13=0/3313, 7-12=-1124/0, 8-12=0/2988 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x311) nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 10% 6) Refer to girder(s) for truss to truss connections. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3364 lb down at 3-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-17=-7, 1-2=-383(F=-303), 2-9=-80 Concentrated Loads (lb) Vert:16=-3364(B) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 220 Ib FT = 10% Nnaay PEa1rt»;t*gNr fsstts Nt'A =. t00F lUSSEtrcMErt r. €T%WI trirdi tfONOiI�AS.Uil4YrUPEi";,S(Ff:la1EA$YFFI'leta iafi dts!g+FsceUxs lsl read &ales xtlis'rzss Orstn Flsiep000?e9d?5! ltra?rT.Ta�S! OE,Fi. F�etecefietl5ti#e as?. ",.�`rsa!ze! rst NEHPa SSt IO,atlr NlttitMt![.'N FIiIf55fl,INl tSit:fv9i tGi`h}t 9P d. i3ilti=.s CtSiPa tdlltttt(i; FPfYf5Yr6j'd?11;�at s14?tfif4]M3npm'.'alataoth+hi i?♦{?p0! saileTa%ityidld. atM8i,,,"If[MI, Anthony -M" "I' P.E. etdttta�kiilrtS5I3r66jF..'>I.djea'�LrtiTSnrs��disl0»6tt, �r8em'tsrdai:sds trda*err':l:yC¢i�:•, 5e rir tsc^ttt`tktilL ttetttszldt'xa19r�IGat:tdt adtPld.Ti: a9Piatal a!Set��U etdery6eid9tluNl inlb �s5�yar rtiap,sl#wa,u•�'rise�d5t[tn(s4ailfl Aintr>astei6'Id � 00831 � ' t11t¢dingNoptf®d(tdt:kQ.mi0atilW;.4p?9iTNwflu.`EFt'Cs'd�`id},.ttsottEt'U:q(.CHIP#S'Ytf1d. SR3(0MQr4L0dlrlPIWSK/•irift#taf?dtY.FAAFIjsidCU.T=EId3N9:S13tRi�95W�:'EStadda1ie59th:Tt;ifuti�fE,r5Y5fal1lll(!rt?ttfi9d2t925M86ClGl'J'#,R113S5 4451 Lucie lvd, tilrlr;Gs ddisrd htCPlNed P,F9t1 er,-E4F1 iAj Nt F::P#lir5 ifnl!td. i4toss OsSitP Eapxt?ist6irntt:ildng Oesrym#,s*tfnsST5lemfgit!tt Pl ndhildil;. dfitapi791iudli;ss afirsdefiatd is;Fi1. FOw Plt 2, FL 34946 ■ tepysighlw2016A-I Roof Trasw-ArlboayLTombeHI, P.E. ReprodullianofImsdofumtnt,inany term, ispmhibidtdwilhounhewl0kapumissionfrom AIRoof Trusses -AnthanyT.TamboIII, P.E. I-, Job Truss Truss Type QtY PIY A0076127 71856 FL11 Floor g 1 Job Reference (optional) 0-4-0 Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. on Jul 16 13:53:54 2018 Pae g1 I D: QkG_W X2XI F02Auq BvN AgCzRphr-PwDtuoTchd mCXRUccbyYOti d en BefTfsg25y8syxU P B 2-5-0 1-9-5 „ 2-0-0 2-6-5 1-2-3� Dead Load Defl. =1/8 in 1.5x4 II 5 = 3x3 11 3x4 = 3x6 FP= 3x4 = 1.5x4 11 3x4 = 3x3 11 5x6 = 1 2 3 4 5 T9 6 7 8 9 10 11 12 TA 0 o q 20 i 11 19 18 17 16 15 14 13 I I 4x6 = I 3x4 = 1.5x4 11 3x6 = 3x6 FP= 4x6 = I I 510-10 6-11-0 511-0 7-11-0 16-10-0 1 -1 -4- 5-6-10 0 -61-0-0 1-0-0 B-11-0 -3' Plate Offsets Y -- 2:0-0-1,Ed e , :0-1-8,Ed a 11:0-1-2 Ed e , 18:0-1-8 Ed e LOADING (psf SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 401 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.25 16-17 >807 360 MT20 244/190 TCDL 20- Lumber DOL 1.00 BC 0.78 Vert(CT) -0.40 16-17 >517 240 BCLL 01 Rep Stress Incr YES WB 0.60 Horz(CT) -0.04 12 n/a n/a BCDL 51 Code FBC2017/rP12014 Matrix-S Weight: 86 lb FT = 10%F, 10%E LUMBER - TOP CHORD x4 SP No.2(flat) BOT CHORD x4 SP M 30(flat) `Except' 2: 2x4 SP No.2(flat) LOAD CASE(S) WEBS x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural woo sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling di iectly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 740/0-2-8 (min.0-1-8) 12 = i 740/0-2-0 (min.0-1-8) Max Grav 1 = 740(LC 1) 12 = 740(LC 1) FORCES. (lb) Max. Comp./M x. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-906/0, 34 =-915/0, 4-5=-2507/0, 5-6=-2507/0, 6 , 7=-2507/0, 7-8=-2542/0, 8-9=-2542/0, 9..10=-906/0,10-11=-899/0 BOT CHORD ' 18-19=0/1909,1,17-18=0/2507, 16-17=0/2507,;15-16=0/1903, 14-15=0/1903 ; WEBS 6-18=-296/0, 19=-378/0, 4-19=-1106/0, 4-18=0l793, 1 -14=-326/0, 9-14=-1109/0, 9-16=0/710, 8 216=-275/0, 7-16=-286/231, 2-19=0/1264, I1-14=0/1231 NOTES- 1) Unbalance'floor live loads have been considered for this design. 2) Provide me,'-tanical connection (by others) of truss to bearing plate joint(s) 1, 12. 3) Recommen' 2x6 strongbacks, on edge, spaced at 10-0-0 oc an it astened to each truss with 3-10d (0.131" X 3") nails. St ngbacks to be attached to walls at their outer ends or i Ostrained by other means. ts•gNea:eflano{drrvlieatSe'I 119DF THISBI'MIK1 U93ALTHAUAOWDUCKSf0ST0N{k1E,,AiDtOti UNUI. bra TerAi Seup raaa!Ien salre:�aelesn1Ns1;ns 0esus 9rniylTGs;; a�lh Aat6eerl. Tt31aD?,LE ldseut4ssi!aareest, ides NFer isa nmN aatleIDD,c�:i M1 easeehryahss4il3:s®sedfirth lBDfaie relid.Ase'rns Desile hoeser0.1,Steudtf f1jim-r1j.usss•d re mTTOD ntresetls rc mvpMne ON Anthony T. Tombo llI, P.E. Sldm13T'E514!¢OT{L1IGeTlfikrlSPBI:IEIIihdl'diYleCtAFiYftrSFa� x'geafetdet!AlfiegDuigee;,slsce.hddAelR(,aal;;ssdfie6[.tafe?;deraftr".1.l:qr!adtfetDDeilegfili3leT152'RSLb�fGM{S�C.'>3.5!e!!{f.ItShIRbMYANIfMSS]Ifefe!F:2LA,t�hd µ80083 .R'[zg Des g^:e: rrd h4vae!a:.Li:ra`esseiatl:m tkiDD nlln{rrAlas®dg:ildnndtA: tailliq haitaen Sdery lavnEhem{6nf 1allisle:Eyttt a74 SILO m:efv reehr geeerol Aom_IP01 k'et;ere.6w 4iities[w'E,:st9nLrssDetlgrer,l:ESs Jrs lSh xercaSTras. Dsnn:zrer; w'ess 4451 St. Lucie Blvd. ' e:' list{F(itedl7OCamraOtjreFlBHaliVall9{{,.dIDMI[Slt1aeti13eTIESSCESN.,dE99:eee(IiYGTY.:eS111iSTim�j3tt,erT�sfSjY:eRiteHB'.0)8a�1$,AD['�,A�:9trasareadeDaeltaRN. Fort Pierce, FL 34946 ZE('?Tight ID2DldA-I10ofhosses-Anthanyi-TomhaIT, P.E. Reproduniomofthis dotumenyinany form, isprohibited with cut the written permission from A-1Roof Trusses - Anthony T.Tomb III, P.E. Job Truss Truss Type Qty ply _.__......... _..................... _.... _._,..... 71856 FL11G FLOOR GIRDER 1 2 A00761211 Job Reference (optional) Rurr: o. izu s uec it zu-t i Print. a.-tzu s uec rt zui i Mt f eK mdustnes, Inc. Mon Jul 16 13:58:15 2018 PageA ID:QkG_WX2XIF02AugBvNAdCzRphr-G7VYg2dKDpfALYxmPv815vOFl?H WJRMHr8pGoEyxUL6 2-5-0 i 2-1-9 Dead Load Deff. =1/8 in 10 4x8 _ 9 8 7 6 1.5x4 11 5x8 = 1.5x4 11 U8 1-1 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.19 8 >684 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.30 8-9 >420 240 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.05 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MS Weight: 100 Ib FT = 10%tt 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 or 3-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 3165/Mechanical 6 = 3248/Mechanical Max Grav 10 = 3165(LC 1) 6 = 3248(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-840/0, 5-6=-604/0, 1-11=-737/0, 11 -1 2=-737/0, 2-12=-737/0, 2-13=-10640/0, 13-14=-10640/0, 3-14=-10640/0, 3-15=-10640/0, 15-16=-10640/0,4-16=-10640/0, 4-17=-417/0, 5-17=-417/0 BOT CHORD 9-10=0/8200, 8-9=0/8200, 7-8=0/7257, 6-7=0/7257 WEBS 2-10=-7760/0, 2-8=0/2537, 3-8=-1667/0, 4-8=0/3491, 4-6=-7291 /0 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Unifonn Loads (plf) Vert: 6-10=-7, 1-5=-80 Concentrated Loads (lb) Vert: 4=-687 11= 68712=-687 13=-687 14=-687 15=-687 16=-68717=-693 P`Ei45j PeOie'ta'.iegtiy!l4:FWitt�f tpPt iIPSS(Ss"�i`iq n cittltt t[tM$ t iUNOitIpMs i43iPEl"IP!Et" dttEp'iPl[PGYzt'ria'ai. trl$y!{;bApa83a!Ht aAlrla) EaFtt k16'Sttaas PtSlq! 6:a"ief„OPj a:l�'E`.'Nl t. taatE II':.P,f.tdNEte itaatt6at ate. UtGSi 4'#t!'rit4 Sa[k! LB 1FA iPP,laly Nitettaaataa gldis sia:l to rdtaa:la2hk+Eiii. lsagrzs: CEs.caiayaeer(i.e., igNia~.rt aus;tie sedee>4y lrJaatxstasmau:pan: s?5;egstless Fra ta7:mN respasiai itrh! al:signdra±sisglt iris l:gl,^,eAEnS^7tJ tdr, ratty fP4t, ftt desiq¢essaa:t` s:lasiiaq;scE'iu;; seikl:titr Anthonylombo tt° P.E. eaf Esau td; insstt!cr6a:bimgis3±.nspras Mdlte O+,rsr,hEPass's E`.t4r+ttlagtater4x6+'tzt:es x<ta tss!t Etc t4Etlt< EtKt�tfz letal �itt�zq:eds a+lifl•I. Ttassi4erai>'.:L'9ed tts 6dgaseedtit inss; uc aaq»afln;.skew„ss�"eticsttd antic}s4eli tea>.;Esrazsi60;y e? y p'�g083 tiv grildivgPEaqrFr miuNranFr. All "Its to 4A p ht TV WN frtetas W gttesw;strf! WCartaafEads! WA aEiF{ereuEl hr;ut:dfaileza. Rld 9E!n!sYae!e;taty"til::ssmdlbli:s ettat tte!a CFflfdN,'78i3 Pi1!}ttEgl4lFf a8lTI555 �SQPIECkN,RtIESS 4451 Se1�t Lu[ie BIVd. aGetziu ldtsalgt iFEtan;t eptel ryaie miixg6r ti'sgwlles tE!d!tl. It? Dar 6asign Erb? Is 01 lit 146if Nsitar'a'mssstdem isf!srus! q. ka l 14 L'k aef7ilud it!6s at is tbti is Thl. I I Upyright02016A-I feet Trusses -AnthanyLiesebeIII,U.lepodo-ttioanfINArictalant,inany fetm,isprohibited without the wtiteapetraissiaa[rare Ad Roof Lasses-Antba;yT.Tamba111,F.I. Por;.Pi rVle,F1 34946 Job Truss Truss Type Qty Ply AO076129 71856 FL12 Floor 1 1 Job Reference (optional) 0-3-8 1 0 3 8 1 �:2-3 2-5-0 6x = 3x3 11 4x4 = 1 2 3 4 22 i 21 4x6 = Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:57 2018 Page 1 ID:QkG WX2XIF02AugBvNAdCzRphr-gVvoXpW_YBnOvCBIkWFeVKBD_E2spplW?JdIByxUP8 2-6-5 „ 2, 20� , 2-6-5 ♦ 1-2-3 Dead Load Defl. = 3/16 in 3x4 = 1.5x4 11 3x6 FP= 3x4 = 1.5x4 11 4x4 = 3x3 11 6x6 — 5 6 7 8 9 10 11 1213 I� v 0 3 8 1 9-2-8 0-3-8 8-11-0 Plate Offsets C Y -- 4:0-1-12,Ed a 7:0-1-8 Ede 8:( I LOADING (psf SPACING- 1-4-0 TCLL 40. Plate Grip DOL 1.00 TCDL 20. Lumber DOL 1.00 BCLL 0. Rep Stress Incr YES BCDL 5. Code FBC2017ITP12014 LUMBER - TOP CHORD x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural woo sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling d ectly applied or 10-0-0 oc bracing. REACTIONS. ' (lb/size) 1 = 883/0-2-0 (min.0-1-8) 13 = 1 883/0-2-0 (min. 0-1-8) Max Grav 1 = 883(LC 1) 13 = 883(LC 1) FORCES. (lb)' Max. Comp./ x. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/0, 4=-1087/0, 4-5=-3277/0, 5-6=-3277/0, 7=-3277/0, 7-8=-3715/0, 8-9=-3277/0, �10=-3277/0, 10-11=-1087/( 11-12=-1078/0 BOT CHORD 20-21=0/2374 19-20=0/3715, 18-19=0/3715 117-18=0/3715, 16-17=0/3715115-16=0/2374 WEBS 3-21=-34710, 21=-1432/0, 4-20=0/1004, 7-20=-725/0, 15=-347/0, 10-15=-1432/(1,10-16=0/1004, 8-16=-725/0,-15=0/1477, 2-21=0/1477 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates at et MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate tjoint(s) 1, 13. 4) Recommen 2x6 strongbacks, on edge, spaced at 10-0-0 oc an( astened to each truss with 3-10d (0.131" X 3") nails. S �ongbacks to be attached to walls at their outer ends or�estrained by other means. 20 19 18 17 16 3x6 = 1.5x4 11 3x8 MT20HS FP-- 3x6 = 1.5x4 II 10-2-8. 11-2-8 CSI. DEFL. in (loc) I/defl L/d TC 0.66 Vert(LL)-0.2818-19 >881 360 BC 0.73 Vert(CT)-0.4518-19 >541 240 WB 0.70 Horz(CT) -0.07 13 n/a n/a Matrix-S LOAD CASE(S) Standard 15 14 46 = 0 :0-2-1 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 102 Ib FT = 10%F, 10%E ' 8 mq. t sit NuFr{llyofaw t�'A.1 IMF IMSSE'Min (EA9IC IEINS CI'MENS USM'C9(TEr" ZSIMC�i.o-'SNErhim. Tudr, dNIF EuFudlrs rA re lOn n Ws hen Du �p /,Fvig11E0 W au lFthap1. TorhHL I.E. ider ml steel is ,' of. Ud!ss FtM+ise ued wtl!IUU,W1 uI rkuFumr{'e^es slilli!reEUr au➢Dta le lelil. 4selrns Denle[i(iseu{!.!<Spesidtp Ltte!!r;,d!ud sa np NU upreslds Feuur„audNs paLssusd egcedsg regnNNlay3rlkr les s<t Ne s3pieln!s(gd!1¢tle NDadp, sdu i•'Ft.l&(esipa nvupises.lsdugcnanns. slndN:p Anthony T. Tombo III, P.E. d FlldA!!I:ii!S!Iq lgllilPis lines{!Fs@Ildp dl2Ui1lI.RlO+m(fCu�.ti:d FyYg ltNllilllll OtsflNe, utknthd Nlu IEI,3e i1(udtle L,d la'd }ml!eF3lfld. ileq,+•.nddlie IDDFsl np fiete FsedlleTnss.ulF6gl C .sKrryl, ilstFVetie!ol tr¢;!i sSN;;�re r!!Katildhd z 80083 la:earaes;x,W(rt.Fc'a 4a'essnwtrkRSDs>alnElmiusmd{+il•In!sd»lhltig(F¢iva�Sdtryh'+mtlin',Wf,{INsWE}171n(SIfAFrerlh,!7;tef!e{eFm��dmseiF4lfliFes!:!!p!>v:nrssaa�esrxlt�ls!ofur+lr,t!,!ra�u,rclrmpinesNalmF.�:er:lF:Fs 4451 St. Lucie Blvd. 'FnIse lNiFdlpo(evTd FpedF}eF®veil�Fp Epellpm:!slFldui TSe ina!er�s Equeer ls'IC1Ce lalal,.espser,rtTn!s Sps•!a6lneerdap SFdLq. Islsq.:dzd4•os Kenldael iairl 1. Fort Pierce, FL 34946 •'1lrighl®2GIEA-IRoofTrusses-Anthony1.Tomballf,P.E. Reprodudion of ibis dorumeni, in any form, is prohibited without the written pennission hour A-1 Roof Trusses - Anthony L Tombo III, F.F. Job Truss Truss Type Qty Ply 71856 FL13 Floor 1 1 A0076130 Job Reference (optional) 0-3-8 P-a� 2-5-0 5x6 = 3x3 11 1 2 3 I. 22 3x4 = 4 cun: n.12u s Dec 11 2u1 t Pnnt: 6-120 s Uec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:58 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-IhTOk9W7lrHe03nNrR1 UAjsKzObsbFWSkf3AHdyxUP7 i 1-5-0 1� 1014� 1.5x4 II 3x6 FP= 3x3 = 3x3 = 1.5x4 II 3x4 = 5 6 7 R c in 0:1 Dead Load Deft. = 1 /8 in 3x3 11 6x6 = 10� 21 20 19 18 17 16 15 14 4x6 = 3x6 = 1.5x4 II 1.5x4 II 3x6 = 3x6 FP= 5x6 = Plate Uttsets (X,Y)-- 12:U-U-2,Edge1, 110:0-1-12,Edgel, 112:0-1-1,Edge1 [15:0-2-0 Edgel [21:0-2-8 Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.79 Vert(LL) -0.25 17-18 >931 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.40 17-18 >575 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) -0.06 13 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 96 lb FT = IO%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) "Except" B2: 2x4 SP No.2(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1 = 826/0-2-0 (min.0-1-8) 13 = 824/0-3-0 (min.0-1-8) Max Grav 1 = 826(LC 1) 13 = 824(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1004/0, 3-4=-1011/0, 4-5=-2950/0, 5-6=-2950/0, 6-7=-2950/0, 7-8=-3241 /0, 8-9=-2979/0, 9-10=-2979/0, 10-11=-1016/0, 11-12=-990/0 BOT CHORD 20-21=0/2190, 19-20=0/3241, 18-19=0/3241, 17-18=0/3241, 16-17=0/2185, 15-16=0/2185 WEBS 11 -1 5=-577/0, 3-21=-331/0, 10-15=-1300/0, 4-21 =-1 311 /0, 10-1 7=0/884, 4-20=0/846, 8-17=-534/1 1, 7-20=-588/0, 2-21=0/1374, 12-15=0/1549 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s)1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Yr't!us141eesetlrnyurmiextle'AI IOOi IIL51t1['S[UEl'j, 6iF92(!EW58(OhT�i afiSNSTON('£(99'J!.(C1G'd:EuuNEXi itrx ieidp k6p ratmden ci(!ealteltsalfitl!uss Besi�B!rei}{f(4?rr�M,t Altlupl. Tsz9aAi, r.E.lderene l!!t!GtS!e e!t. Wessithw ist 4s1t1,td,TUU,ta:T SLT,kttteemull tk0allbindf6ras TOO to ldrelit. As etrns hillshpnu0o,Sledtf 6llulr;.tits!,I le air TOO us —Is It cuargvt d tit poNsI dal'1sidila!i1tilkstorthlogpc4lN sVeTlt:S(!pji!I!(1G lie Ta alf, WnTtXI. Tit billp ssnasfluC 11[4� quitshiss, Sadflay TJ Anthony 1. Ornbo 111 P.E. r:A tst ilds Tatstt; Ig 1,1114i I'd, 'Insililar onto Nor,,do11-i t'idorizoltltd or lit WWII Diii1 e,tl Sk aortic write 14(13".t! a( fit urd Wiel Worst MI. Th tlp i it fit TOO W nytiliI.0h2 Tr1Ss.W,cn Witt. Most, 1011duaW truiq sh Oiri 1:3 nsp ij.1cif 10083 • ' Ifa M!eulaes:lm�,d fsaasm!. All rers MM Itth Wlsl lit rrmus01Pi(Mts old! tsillig(tnlaM Sdeyli-ee,,;R1RprSluteter I ASS(Atrtale-9!x p-1pulam TF0 M.solosiq +ss':nest�m d8:ilrss Otsll,er,T!assP!s!ps Fups:trwl Tnsstlrp(t:,trzca s-. 4451 t..Lutle 1 It Blvd. Blvd. 1 zt t;<esvlse ldilt!lroGdatl yitd optuatnitl krdllm!s ¢eehel lkeTna Cesl?t Fslneer is 401 Ott 1 d.l letytu'.0tns Sys.. Egfw.,arls WI, ul rq'warlte;anress letaelalFLt. Fort , FL 34946 Copyright ©2016A-1loaf busses- Anthony 1.TomhoIII, P.f. Reproduction of this document, in any farm, is prohibited without the written permission from A-IRoof Trusses -AclbonyT.TomboIli, P.E. r Job Truss Truss Type Qty Ply A0076131 71856 FL14 Floor 1 1 Job Reference (optional) Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:53:59 2018 Page i ID:QkG_WX2XIF02AugBvNAdCzRphr-mt1 mxVXIV9PVeCMZP8YjjwPVrot8KjFbzJojp3yxUP 0-3-8 2_2_13 2-0-0� 1-9-0 2-5-0 0♦"-3� I Dead Load Defl. = 3/16 in 1.5x4 II 51= i 3x3 11 3x4 = 3x6 FP= 3x3 = 1.5x4 11 3x4 = 34 11 6x6 = 1 2 3 4 5 6 7 8 1-1 9 10 11 12 0 o � 19 I 18 17 16 15 14 13 4x6 = 1.5x4 11 3x3 = 3x6 = 4x6 = 3-11-8 4-11-8 5-11-8 6 2 5 16-3-3 6-9-11 3 3-8-0 1-0-0 1-0-0 0- - 4 10-0-14 0 6 Plate Offsets ,,Y — 2:0-0-2,Ed a 4:0-1-8 Ede 11:0-1-1,Ed e , 14:0-2-0 Ed e LOADING(psf)I SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.35 15-16 >575 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.57 15-16 >356 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) -0.03 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 84 lb FT = 10%F, 10%E LUMBER - TOP CHORD x4 SP No.2(flat) *Except` 12: 2x4 SP M 30(flat) BOT CHORD x4 SP M 30(flat) WEBS x4 SP No.3(flat) BRACING - TOP CHORD Structural wood,sheathing directly applied or 5-9-13 oc purlins. BOT CHORD Rigid ceiling di ctly applied or 10-0-0 oc bracing. REACTIONS. lb/size) 1 = j 726/0-2-0 (min. 0-1-8) 12 = 725/0-3-0 (min. 0-1-8) Max Grav 1 = 726(LC 1) 12 = 725(LC 1) FORCES. (lb), Max. Comp./M x. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-816/0, 3-1 --819/0, 4-5=-2091/0, 5-6=-2091 /0, 6. =-2091 /0, 7-8=-2451 /0, 8-9=-2451/0, 9'10=-886/0,10-11=-863/0 BOT CHORD 17-18=0/2091, 6-17=0/2091, 15-16=012521, 4-15=0/1870 WEBS 4-18=-1429/0,,0-14=-521/0, 9-14=-109510, -15=0/646, 7-16=-584/0, 2-18=0/1114, -14=0/1350 NOTES- 1) Unbalanced i oor live loads have been considered for this design. bearing plate joint(s) 1. 3) Recommen 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. St ngbacks to be attached to walls at their outer ends or Ostrained by other means. LOAD CA Standard Wr�'epfleeMfiuttiHfrelt+iDe'dd IDC8JjS61'S[((El'�6[KillIIGNSB(iE:111[HS(J410Rj 6L79°!(e9C�riiMEMi 6rm. Ierl�deilproraesen nl rrednsl>s ne lNslrns Des!g�mo+iy{R7:er#IG!?Nur1. Tx�hDlr.F. ttlnexeUxs^='are es9. UelessNhniu YslNfotleIDD,cm`{ Nl Fmsess'F'exdeslih.,list b TDD so hied. Is On, Duilt Eeyirxe(i. lleddtf led'esl,C? sides oeyTDDarsneets tnmpme if As paLvUed erdse9tc respetltllaf ter let diviad N.sw elms kpAN at!! TDD ter,rMuT9l. Th dsADs tisop m hde7mNatu, Mein rf Anthony T. Tombo III, P.E. seAllis finsft!nj1.1fal is 6,"'FeelmIq sIN.eO+m.tllDneiffth3sN Fi Ae:At1.16e Onl1w,6Tt[Wid AIM It"t,IS.mdtle bed la's'n, n(s allKl. Tit 'g-1d lk 100 A.",Nle nee fit Tins, W'difL .#ssayt, usNlefi?e nd Her:ef AsIile s`,s resr s94:!:hd E 80083 ' mIm!oOnl!R`rilUctri!.Trill4rislimpesisi:hmiedbnneii!ImsDesiper. fins Nip bipurealr"ssPcals:Nel'Wesi 4451St. Lucie Blvd. e Fort Pierce, FL 34946 ( selAieNlrsGnrdegtNepeumlitllydirtr:niesslseilleTnssC+Az:elrtetisdCTCe1'idsrOesllseSrtlnss5rtex6lmsere.`aylnlAal.dllw' aed:ernsneada:vNIaTP41. ppille © 2016 A -I Raef imsses-An(bonyMambo Ill, P.I. Reprodudian ahl is damment, in any form, is probibiled wiihcaf the written permission hom A -I RaolTfusses-AnihonyT. Tomlin 111,1`1 Job Truss Truss Type Qty Ply 71856 FL15 Floor 1 1 A0076132 Job Reference (optional) Run: 8.120 s uec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:54:00 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-E3b89rYN GTXMFMxlzs3yG8yfFCFr3CwkCzYHLWyxUP5 0-3-8 LO-¢8'I-- 12� 2-2-13 I 2-0-0 1-10-7 I 2-5-0 0-11-3 Dead Load Defl. = 118 in 5x6 = 3x3 11 3x3 = 3x3 = 1.5x4 11 3x3 = 3x3 11 15x6 = 1 2 3 4 5 6 7 8 9 10 0 o Y 17 16 15 14 13 12 11 3x6 = 1.5x4 11 1.5x4 11 3x6 = 4x6 = 1 3-11-8 1 4-11-8 5-11-8 13-11-10 14-6-2 0-3 8 3-8-0 1-0-0 1 0-0 8-0-2 0-6-8 Plate Offsets (X,Y)— r2:0-0-2,Edgel, (9:0-1-0,Edge], rl 6:0-2-12, Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.20 13-14 >872 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.31 13-14 >557 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) -0.02 10 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-S Weight: 73 Ib FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 627/0-2-0 (min.0-1-8) 10 = 625/0-3-0 (min.0-1-8) Max Grav 1 = 627(LC 1) 10 = 625(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-716/0, 3-4=-720/0, 4-5=-1670/0, 5-6=-1928/0, 6-7=-1928/0, 7-8=-760/0, 8-9=-740/0 BOT CHORD 15-16=0/1670, 14-15=0/1670, 13-14=0/1 670, 12-13=0/1 530 WEBS 4-16=-1068/0, 8-12=-479/0, 7-12=-857/0, 7-13=0/443, 6-13=-263/0, 5-13=36/393, 2-16=0/979, 9-12=0/1158 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate atjoint(s)1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard W'eedry•fleuet4argHrr!!Iexth'sl roc:IIOSSISCM1111 6C HICIN58CDA"100NSCJSIOI!,jtNil'j:srsLii r5MEXr hr¢IerAP deslp Parrzdtts nd rladaKnISis1+Ks Desip D!niyll[w?try lh lNuyl.lexhDI,r.L Ithrznt 4!dh`eTKt. Udess r@Krin driedntle7➢D,a!p 17iititnesfigides sShchredfirltm iBDfsxrdil. FsoirKs Deslp 6pwe{Lt,S;eKlell(Ettlu!r;,tlt setlnetrlDDretre:ertt re prtpa;edhquls!Iael ecpxtrUerzqusl111ttt4t the lK!pAu!16e sa�eints hPmdtelle ED Wye '>derlF4l?a LslpttunpeitK.I'd.)<ndeins. mlrlllr.} Anthony T. Tomba III, P.E. aJtserlb!3Imss`:ertq tol6lg is lh«slnut'Ini dtx O.""N Or ,s rAor0ed.7-ft It, 1d1141 DK!Par,®Ihtotttd dtu KtInIt' edth lr!dla!espndeaM. Tlte7Tm ItIIIe TDDndn.fidio, d6e test, udrties 4alrmP. skrrye,iKhlldnr rrdhn dslditr4^!re!Pmci�hd - ' tte4re':ke Des.,!rrlfte.'rdo�.lJ!assniw;4MeID0rs0dh minus®d'Ahn'llk!we' (mono de Irrodin;t(uj rNishs6 InWSIG—dut=61a unw!"Ane.IPFI(e5nsftrt tm!4:IiesWfaolsdtltlntsDed tt,l!essDes' 9'>•erpsrnsskaedr:!ar!r,xkss 80083 r r'r r r r h^ h r r r r u r vs p 4451 St! Lucie Blvd. r1eMuldiKllro(md:t0 opeH tPry rt vmieP lydl PuI:K IKehes. lSeTnK r+s!aarireer!s sOTC,etaiida7Ctzgza,uhtss SSrta EaPh:erd©sbriltirP dD sy•wa?fxm: Hens ldaedunF1' Fort Pierce, FL 34946 Copl7i0h102016A-IRaolTrusses -Anthony T.Tombo111,H. ReproduElion of this datument, in noyfum, is probillited without the wriVen permission from A-1 Roof Trusses- Anthony LTonto 111,P.l. I ! Job Truss Truss Type Qty Ply I A0076133 71856 FL16 Floor 1 1 Job Reference o tional 0-3-8 3x3 11 3 14 3x6 = 3-1 2-2-13 LOADING(psf�l SPACING- 1-4-0 TCLL 40.0' Plate Grip DOL 1.00 TCDL 20.01: Lumber DOL 1.00 BCLL 0.01' Rep Stress Incr YES BCDL 5.13 Code FBC2017/TP12014 LUMBER- 11 TOP CHORD x4 SP No.2(flat) BOT CHORD x4 SP No.2(flat) WEBS x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling di ectly applied or 10-0-0 oc bracing. REACTIONS. db/size) 1 = 527/0-2-0 (min.0-1-8) 9 = 526/0-3-0 (min.0-1-8) Max Grav 1 = 527(LC 1) 9 = 526(LC 1) FORCES. (lb) Max. Comp./M .Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-601/01 3 41 -604/0, 4-5=-1280/0, 5-6=-1280/0, 6 625/0, 7-8=-609/0 BOT CHORD 1 13-14=011280, 2-13=0/1280, 11-12=0/1193 WEBS 4-14=-762/0, 7 1=-413/0, 6-11=-632/0, 2-14=0/821, 8- =0/953 NOTES- 1) Unbalanced loor live loads have been considered for this design. 2) Provide mec, anical connection (by others) of truss to bearing plate ail oint(s)1. 3) Recommend �x6 strongbacks, on edge, spaced at 10-0-0 oc and 2stened to each truss with 3-10d (0.131" X 3") nails. Str angbacks to be attached to walls at their outer ends or r strained by other means. LOAD CASE(S Standard Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Mon Jul 16 13:54:01 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-iGBWM BY?1 mfDtW WyXZaBoLUtacbxogiuRd HquyyxU P4 2-0-0 2-1-6 2-5-0 0-11-3 ! Dead Load Defl. =1/8 In 3x3 = 1.5x4 11 3x3 = 30 11 5x6 = 4 5 6 7 8 9 0 a qq 14, 13 12 1.5x4 II 3x3 = 11-8-1 11 10 4x6 = CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.70 Vert(LL)-0.1611-12 >911 360 MT20 244/190 BC 0.74 Vert(CT)-0.2611-12 >557 240 WB 0.45 Horz(CT) -0.01 9 n/a n/a Matrix-S Weight: 61 lb FT = 10%F, 10%E ffie: TleesellurerHsre,irtt IWAd 100i I1PSSrSj"igllEgl6[RJ1;fEtN58(iXITIMOSIDMIMI-Er) MIEWILEGAIr, re,, ferAg dnip gueae!en erdresl e:..Wi7irss Uesigs 0, inlJIM,.4N kelkgl.Twb-11,1.L Kul Simi1,Nre re. Ud:ss etlenise Yel:l retlelOP,w%y MlT,, Anthony T. Tombo III, P.E. cdr -80083 ' !htE':ey0es�gurdita.raa�.1!!ruse!w13Ih1DDedtatgt�ne:mlpii9n:srt0>pl!GgGega!nSd!ximem',{(5¢frNislkh1f71ordSllAr¢rrlvae35eTrrmlgrdme_IFrIk5Hs9erryra:4utiesal5t!ns!3n7nnDeu;.et,7:Fisges JprnwtTressaa,�!ra�er:azss 4451 St. L.de Bhrd. s! ulslirdlpofla•N tyeN epvuwntiq lydl Tsrtnie;aeL lieTnss Ce;Na Esf�veeris RLi Ce rd'Aag Cesgaer,rtT•r:s Ss�+u EalneerroT SN4q. iD m7-a>dk:os rteas gstaelbllll' Fort Pierce, FL 34946 (DPI�tgM02016A-1Roof Trusses -Anlhoay1.TomboIII, PA. Reprodostionofthis dommenl,inCry form, isprohibAedwifhaNthewritleapemiissianhomA-1RoolTmsses-AathonyT.TomboIII, P.L Job Truss Truss Type Qty Ply 71856 FL17 Floor 1 1 A0076134 Job Reference (optional) Run: mizu s uec T1 zu1 / runt: S.12U s Dec 11 2U17 MiTek Industries, Inc. Mon Jul 16 13:54:02 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-ASivaXZdo4n4Vg584H5QLZ163?1UX9H1fH1NQOyxUP3 0-3-8 0-6-8 1-2-3 2-5-0 1-7-10 I r � 5x6 = 3x3 II 3x3 = 1 2 3 4 5 3x3 = I , 0-11-3 � 3x3 11 5x6 = 6 7 8 14 13 12 11 10 9 3x6 = 1.5x4 II 1.5x4 II 3x6 = LOADING (psf) SPACING- 1-4-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 TCDL 20.0 Lumber DOL 1.00 BC 0.33 BCLL 0.0 Rep Stress Incr YES WB 0.37 BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 428/0-2-0 (min. 0-1-8) 8 = 426/0-3-0 (min. 0-1-8) Max Grav 1 = 428(LC 1) 8 = 426(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-504/0, 3-4=-508/0,4-5=-874/0, 5-6=-508/0, 6-7=-494/0 BOT CHORD 12-13=0/874, 11-12=0/874, 10-11=0/874 WEBS 6-10=-393/0, 3-13=-284/0, 5-10=-426/0, 4-13=-423/0, 2-13=0/690, 7-10=0/774 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.05 10-11 >999 360 MT20 244h 90 Vert(CT)-0.0610-11 >999 240 Horz(CT) -0.01 8 n/a n/a Weight: 51 lb FT = 10%F, 10%E li 6udty-FlnseticngFsftelUr He'td IOU llyisstsfifi'I GtG{(TEINSB[D{LSi169S(DSIDMr{NU'i{G[Llf;fySstEgi'Iwa?.Tut{dedppaeadtnt>l reedmteswlaisLess 9es ys gn.iyER{iett&ddkorMah"IrIlIderemt. esi.1WrenDdes: t@errlstdddtanerDD,aag - Wittmrener!dessidlteasedhrtheiDytohenlil.4saLrstDesireEtylar.f1.e.Sp:iW[6ylrtl;I,tttutbtuy7D0npresmsuvn;tdthgrafassludtry!etedtyrqusiiila[S;dliKyaettMtspeTass[epidellelieIDDaelp,R1[erI?N.ltz[es!ynasnmrntrs,Itd;ep<tl[latt:,SYIIlhlmp Anth.4T.TomboIII, P.E. edtse disTwIlt! sty lsilfity is th lespnsdihh d 14hier.0 Dvurs ltl,a!ild tyeti trthe!sillily Duiyuy a tcorl I ie ltL61R(ufthe lend tAgnfemilis.tls appmdsl the IDD ad lerfieldtsedlie Tnss.latle6eylrlivsy.sz:rye,hfitldiee u{NeizgsMlitr. tb�res[aufI.M,d I w80083 Ih M:{ap 7tf!y!a!Wfsa:tnl:, IH is nlulItde TDD ld to ptodiasmlyeildaes it tle lWfiy(tarueel Wry Fiemdlurl(rI'Mil A ET M 24 SIG ere reltl MIN yteted A'd"a IPr65mi d2 usreesi teswpdonsdo;efuss Dtslpetf, It"$Ofslya rpt,edTwo dbsdldew. We% 4451 St. Lude Blvd. edEA, fdltdifeGtad sped Me it r011if dl Int:island!d Tidmis Cash B11wr is 101Nrdl{ayreetpw,,,Nss SSYea folaur dmfhrJAt 0ehp.(dad[ems trem[deeth 1111. Fort Pierce, FL 34946 (opprrighl02016A-IRoalTrusses-AnlhaeyLTomlin 111,P.E. Repradudianoftbisdomment,inanyfarm, ispiohihBedwithout thewritleopermission hem A-IRoof Losses-Anthonyi.TomhoIII, P.E. I i I Job Truss Truss Type Qty Ply A0076135 LhReference 71856 FL18 Floor 1 1 (option," Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 1120 MiTek Industries, Inc. Mon Jul 16 13:54:03 2018 Page 1 ID:QkG_WX2XI F02Auq BvNAdCzRphr-eeGHntaGZOvx6ggKe—dftmaJKPPuGdHBuxmxyryxUP2 0-3-8 T 1-21-2 3 , 1-3-12 J , 1-6-9 i 011 5x6 = 3x3 11 3x3 = 3x3 11 5x6 1 2 3 4 5 3x3 = 6 7 8 f 14 13 12 11 10 9 3x6 = 1.5x4 11 1.5x4 11 3x6 = 0-3-8 1-5-7 1- 11 2-11-11 4-7-12 7-0-15 7-7-7 0-3-8 1-1-15 0- -4 1-6-0 1-8-1 2-5-3 0-6 8 Plate Offsets Y — 2:0-0-2 Ed e , 7:0-1-0,Ed e LOADING(psf), SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.02 11 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.19 Vert(CT) -0.03 11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) -0.00 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 42 lb FT = 1 O%F, 10%E LUMBER - TOP CHORD 4 SP No.2(flat) BOT CHORD 4 SP No.2(flat) WEBS 4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. b/size) 1 = 328/0-2-0 (min. 0-1-8) 8 = 327/0-3-0 (min. 0-1-8) Max Grav 1 = 328(LC 1) 8 = 327(LC 1) FORCES. (lb) Max. Comp./Mat' . Ten. - All forces 250 (Ib) or less except I when shown. TOP CHORD 2-3= 352/0, 3 T-353/0, 4-5=-506/0, 5-6=-353/0, 6345/0 - BOT CHORD- 12-13=0/506, 1 -12=0/506, 10-11=0/506 WEBS 6-10=-263/0, 2 3=0/480, 7-10=0/538 NOTES- 1) Unbalanced lloor live loads have been considered for this design. 2) Provide mec anical connection (by others) of truss to bearing plate aljoint(s) 1. 3) Recommend,2x6 strongbacks, on edge, spaced at 10-0-0 oc and stoned to each truss with 3-10d (0.131" X 3") nails. Str ngbacks to be attached to walls at their outer ends or r trained by other means. LOAD CA Standard t: e.'If adu Bale^! .(rduaeSles!i!S�e us. Udess dlerrise Add aaNeTDD.sa` Ge!�iig-PleeselgsnsgMrr?!iea?tu'AI iDCclri'SSrStir((ErpthS9l:fEtN58(:Ji:dilCh_G4i7kt SlR9'jitiLlCStuSME�hra. ieilpletipiperaJ?rs esd tes9eet>f�fais Lessl?^pn Lr+iy{(rv; ra to fT.T i,r. J IIIII uusdarI;dasslell:a osdtes tk TDDts ie,d!d. As Arms Design kysue(is,S;aridly kris>se,,is Lois egTOD npresens ee rzarme of tti, I'd siaed eegsee;ircresius!limt''.a,laZlescass ss1pTms dq"d wit TDD all.. seder Tip. Anthony T. Torntio III, P.E. 0 edsilshssfrresghilliagisllerzspu<.itil"MdCaDraer,ttxOxxisr�.4rizda;edarllereNnpDesign?,uHsnohndlle d?!;:ulfi:hrdE#'dsgn/tutiil.lge?ppme:slkelDDoalsapfieliaaedf4?iuss.utluiegt�A'.mg.sK:ogE,hshllsnoenagnenndl'r.ee?espaosd:hd z80083 . AagOssi!arA[emoc Ali u3salso I fee TDD"iiitpsones.1pddsmatAs1-0irg(corm?msdoghrnsea fff'.paNispxOsrIn.4Sl(Amteervvd'"t pat"I pA.m RIM Mm!Is grail fsW6tnftalmsDeLimhassCeirlepuucalTussP.O. esn,u!ess 4451 St. Lucie Blvd. ' its se Miami kpekdrod aged open is watiap 4dl penes lee:Fui ThTrss Ropfagues is ACT.-,10,ag Dssipuj,Trus Sysim Talker dsayalLag. Fort Pterce, FL 34946 i (o - ightQ2D16A-IRoof hosses-AnthanyLTomhoIII, P.E. P.eprododionofibisdommenyinonyfotm,isprobibhedwithoutthewrittenpermissionfromA-]Rooffrssses-AnthonyLIambolll,P.E. Job Truss Truss Type Qty Ply 71856 FL19 Floor 1 1 A0076136 Job Reference (optional) Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 131:54:04 2018 Page 1 ID:QkG—WX2XIF02AugBvNAgCzRphr-7rgf?DbuKh1ok FXCi8uQ-6RUple?5sK7bWUUHyxUP1 0-3-8 1 1-0-9 I 1-9-6 i 1-4-5 I 00-11-3 0-6' 5x6 = 1.5x4 II 3x3 II 5x6 = 1 2 3 3x6 = 4 5 6 7 3x3 = 12 11 10 9 8 30 = 30 = 0-3-8 1 4-1 4-104 5-9-7 6 3-15 3-6-3 0-11-3 Plate Offsets (X,Y)— [2:0-0-1,Edgel, [6:0-1-0,Edgel LOADING(psf) SPACING- 14-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) 0.03 8 >999 360 MT20 244%190 TCDL 20.0 Lumber DOL 1.00 BC 0.22 Vert(CT) -0.04 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 34 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 272/0-2-0 (min. 0-1-8) 7 = 271/0-3-0 (min. 0-1-8) Max Grav 1 = 272(LC 1) 7 = 271(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-283/0, 3-4=-325/0, 4-5=-325/0, 5-6=-315/0 BOT CHORD 10-11=0/286, 9-10=0/325 WEBS 3-11=-269/0, 2-11=0/412, 5-9=-346/0, 6-9=0/495 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard $WetdeB-rleeflhHl?1d!re!II" Ise'A 1136r 1IMS rslltfr1 OEM [IN (GREENS (DS19KrK1: ,' A(CIMED5111e7 hrx. rer4hop jaeadennftrtA.des u thillms-51op Drowljj[CV, Wft Arhuyl. Tub Ol, F.I. tderem 9.41 ewe as. Odes oter•is f el ,Or TOD,w!p Mckmreoeepelf"Isdit_eellfor bTDD IsIt!U As alrme Not. fepirtet(I.e,SPOIlly IsVhal,h? reel ee eerTO upremis a a Fwl tithe prdsdud er{kudep restwillep'estie ls'poik i4p;eTress d?rid?d eell,TO ed(,fedaVA. NA?slpe esimple..ledzp<uCiHne,s .101p Antftort T. Tombo 111, P.E. 6:A lee�Yd'llsT;?si1e,1?I lulilu if lie Rspe?!TtilApdtieOner,tleG»nffEay.,Zd Fi de!Ih1t1IIl?F DISIp[ii,®eSZ[IdeddY!3I�, 9ela�Yef tlt le(d lSlt nlc ud!1''Fl. le eppm€dtie tODede?D Held ese dhe Tress.ad!oa W4disp. sage, i?st?Ildio?udtmrdsSdi'xa respC9i4:Thd I:6-80083 NH BMiL!EDDesgae!u4&£nd?!. All r#:es sei Q9lahPTDD 9d In pr�lifes�lEddie?S fete?Btlitiei(e¢pued sdery lramehn;BW, politkGay lPlendst(AmromstetP—Iylstm IN 445 St. Lueie Blvd. e3?Mse lefisdipa(ad;edoptedepevhwdliq sr dl per.es!eteleei TieTuskopFshi—is hCi ASe ra!dap.s:paer,rtlrsssrs?ea iappurdor h,J94, Ali ssp:td'aeekras uem dd.,11 11. Fort �iirceuci 34946 CappightKi12RidA-IRoaRrosses-AnlhanyT.TomhoIII, P.E. RePID11 01101114domment,inonyform,isprohilthedwithcutthewrittenpermissionfromA-EReefTiosses-AnthoP.E. nyLTomb111, Job Truss Truss Type QtY PIY AO076137 71856 FL20 Floor 1 1 Job Reference (optional) 1 Run: 8.120 s Dec 112017 Print: 8.120 s Dec 112017 MiTek Industries, Inc. Mon Jul 16 13:54:05 2018 Page 1 5x6— 3x611 ID:QkG WX�XIF02AugBvNAdCzRpl&-PL01CZbW5?9fM7gjmPf7zBfhBD6Kka2ULFF21jyxUPO 0-3-8 2 I 1-0-9 1 1 0-10-4 4 5 6 I I 0-6-8 I r 0- -8 1-4-1 3x3 = 3x3 = 2-5-5 3-5-14 7. 4-0-6 0- -8 1-0-9 1-1 4 1-0-9 018 Plate Offsets ,Y — 2:0-0-1 Ed e , 4:0-3-0,Ed e , 5:0-1-1,Ed e LOADING(psf)i SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.15 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.07 Vert(CT) -0.01 7 >999 . 240 BCLL O.Oi Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 6 n/a n/a BCDL &M Code FBC2017/TP12014 Matrix-S Weight: 24 lb FT = 10%F, 10%E LUMBER - TOP CHORD x4 SP No.2(flat) BOT CHORD x4 SP No.2(flat) WEBS x4 SP No.3(flat) BRACING - TOP CHORD Structural woo(I sheathing directly applied or 4-0-6 oc purlins. BOT CHORD Rigid ceiling dii ctly applied or 10-0-0 of; bracing. REACTIONS. lb/size) 1 = 172/0-2-0 (min.0-1-8) 6 = 171/0-2-15 (min.0-1-8) Max Grav 1 = 172(LC 1) 6 = 171(LC 1) FORCES. (Ib) Max. Comp./M x. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced oor live loads have been considered for this design. 2) Provide mec anical connection (by others) of truss to bearing plate at joint(s) 1, 6. 3) Recommenq 2x6 strongbacks, on edge, spaced at 10-0-0 oc and astened to each truss with 3-10d (0.131" X 3") nails- St ngbacks to be attached to walls at their outer ends or r,,strained by other means. LOAD CA Standard I v4ll -1kwfi gE1frNitrthA.1 I00;fi!ii2j"itttE[j 6tA9it FEW 8 t'emchs usloja 3Kl j'11141W E3NENi I.. Tv'h ddl,jalmoii Wad IM "tWessarvp llP'i!IjItC411tt 111 itltR7�reZt94 tE.rdlil3l!}e2:1!`0'lEif. �dISS EMNMIft fl9lld lE ttlrpD,68� WT'W"mrtrt lrinIS.TuiildAnthony T. TOmhO III, P.E. rd'edtiis Tasster¢lr enlihe is l5erestntilili¢dex Ov¢tr.tEe O.uiscfimriiltl of el0e tulei¢p gesigTr,®Oteeeilddt!l I2L5S Ie.udrie lrtc!IaXsg nlladlrtl. 7e grmllltie rDg a.Selnfillllsld(alinns, ixltEalxd::�.tzlltS, iuhllairt rvdkeix; s4ill�S rH teSratiiod!d —80083 Ito !fEl glS,:IC3 km:lCA'. iliHkfitl�tl:lti,rooml'st ltt211[!1a)d dlll!III!S line illldlldClaP 4b SeIRp IilSaFhleRCSP r@IlSted of T7l Hadsrti lltlPt!I!i!fddH dlIPN1 ".rl,d)If if lettEli'ieiti�ef SilllSL4iiJ'itl@I.M.!Tllf!elIljlN,r�KS�PI.yl EapzNmlrnss wanit:�ie!; a.!ex 4451 St. Lucie Blvd. ' !%' Tt IAi!!£6po anW eared eplie rrifiq lydl Elrt:es imebed. rie rrlStCe;I�S Eatneer is nCilgs.4ag Gei'Eau,NTn!s $rf!a ri!!errwy bliuiag. ill S�rr'le9:e;as erecs eeiael faRtl. Fort Pierce, FL 34946 Ct'T 1, igh102016A-1Roof husses- Anthony I.Tornio III, P.E. Reprodurflon of this i0rumeni, in any form, is pichibihed without the written permission from A-1 Real Trusses -Anthony LTrento III, P.E. Job Truss Truss Type Qty Ply 71856 FL21 Floor 1 1 A0076138 Job Reference (optional) Kun: zs. Izu s uec T i zui r rnnt: ts.izu s uec 11 Zu1 / MI IeK Industnes, Inc. Mon Jul 16 13:54:06 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-3DyPQuc8sJH VzHOvJ7AMVPCmd,QoT_idav?bZ9yxUP? 0-3-8 e0-3-$ 1-2-3 2-0-0 1-2-10 2-0-0 5x6 = 3x3 11 3x3 = 3x3 11 5x6 = 1 2 3 4 5 3x3 = 6 7 8 14 13 12 11 10 9 3x6 = 1.5x4 11 1.5x4 11 3x6 = P 3 $ 8-4-8 4_R es I n Plate Offsets (X,Y)— f2:0-0-2,Edge], [7:0-1-2,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.02 12-13 >999 360 MT20 244/190 TCDL 20.0, Lumber DOL 1.00 BC 0.24 Vert(CT) -0.03 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) -0.00 8 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-S. Weight: 47 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 374/0-2-0 (min. 0-1-8) 8 = 374/0-2-0 (min. 0-1-8) Max Grav 1 = 374(LC 1) 8 = 374(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-425/0, 3-4=-428/0, 4-5=-670/0, 5-6=-428/0, 6-7=-425/0 BOT CHORD 12-13=0/670, 11-12=0/670, 10-11=01670 WEBS 5-10=-301 /0, 4-13=-301 /0, 2-13=0/581, 7-10=0/581 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1, 8. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Xrdq tlnsethmgHr t!eierN,"IDC;8(Dp:iTiDiiS(Ub10N{'S(Wt7';:.(Ifl67i,Ec4N(M'Iwz.ietdr dtugt iutAeten etdrecbAts sttiitl�ess ieea3revny(Irv,,w, lEt Attlxfl.&x9>u'r,ri.rtfertat 4eflleare t_s. Wessothnise CMel tetYeIDD,�ay blot[ OulmssPlgReitdh(bTDDIth.All.AsaTffsIDMIIAFIpterSl.l.Sytillll(EIPf{;�,79;yt(tetl(IDOffrr!!MSIC[irEjC9xtlltlp/�:flltlElttpYFl.Itpr!SpNS1IlIR(�:'itk"StiINs ETA!Stspil!duIk!TDD.1j. IffIN.Red.1p.s,.V,.5l,,[:,,...,.s,,.,A,!, Anthony ,TomboIII,P.E. G".desedtlis Tstss't'uplv7ldnFIt lh Rspw lEllihel�d Ovtee,RtO"S(;'40'Iredey�nitrlhttildtl Desilee',04inhdettu IKtta Iee(mdtlG lesdldttp ME W KI. Tietit "relth IN stub held otttht Trots, W fiq hi,smmlt, itfillrinted trvtzp s4al tl ttsptas S�!tfet III*. $0.83 ntt':magDesu;t:tti(<d'tCvt.A!lub:ell.1.1 ID0t11uplstimwtp4dnesenletn!dig(tapdtlSAe(!xametlttd(Sp!!ishdn12I6s1SI(AntrefetVjIes—1pt7erwIrlEe5tes3etedtar:Aesm3fa;; steT:nsPesi}ttt,T!s3sDnpnprerw9rrtssgaMt:ecce!ess 44515th,Lucie Blvd. ' stenist ldietd67a{e4;to arced tpta lewrditg lr eg pertits lttt!roi TORssDenmEelmeer is NOT 154tud�g es3ner,erTress$xem Eapio:ere!my odleg. All tq.ldaed'trms a re as ddM w111.1. Net1 � rforte, FL 34946 Coppighl02016A-ItaalLusses-AnlhanyT.Tomb 111,1`1 Repsoduoionofthis domment,inoaylorm,isprohibited withaulthe wFilenpermission here A-IRoolTrasses-AorhanyLTomb III, p.T. Job Truss Truss Type Qty Ply A0076139 71856 FL22 Floor 1 1 I Job Reference (optional) Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:54:07 2018 Page 1 3.6 11 I D:QkC�(J�2XIF02AugBvNAdCzRphr-XQWod EdmdcPMbRz6tghb2ck310pnCUFmpZk85cyxUP_ 0-3-8 1 i� 0 7 13 9 4_ _ I 0 3 8 1.Sx4 11 3x3 = 1-2-5 5 0-10-13 1 -8-13 0-6-8 LOADING (psf) SPACING- 1-4-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.01 Plate Grip DOL 1.00 TC 0.06 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 20.01 Lumber DOL 1.00 BC 0.00 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 5.0; Code FBC2017/TPI2014 Matrix-S Weight: 11 lb FT = 10%F, 1 O%E LUMBER - TOP CHORD x4 SP No.2(flat) BOT CHORD x4 SP No.2(flat) WEBS SP No.3(flat) BRACING - Ix4 TOP CHORD Structural wood sheathing directly applied or 1-8-13 oc purlins. BOT CHORD j Rigid ceiling directly applied or 6-" oc bracing. REACTIONS. lb/size) 1 = 72/0-3-0 (min.0-1-8) 4 = I 72/0-3-0 (min.0-1-8) Max Grav 1 = 72(LC 1) 4 = 72(LC 1) FORCES. (Ib) i Max. Comp./M .Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Recommend: x6 strongbacks, on edge, spaced at 10-0-0 oc and fpstened to each truss with 3-10d (0.131" X 3") nails. Str ngbacks to be attached to walls at their outer ends or r „ trained by other means. LOAD CA Standard G'er Ihsetl-INyrttie hu'A-r190EROS3('S[l1111BERR11TINB(t!8CT1105S[JSiOMS"CL7n')i(e5C8':Fu aENr 6ra4 Tn Apleage yewelers oed redoslvs¢SNs7N53 gM:l�ut O«Y1191TI0)V41F1i:11Y[8g1.ILS13 LI,I.E.IIIN!]«SF[t!I?i8rl t5e. U'Itss0 *;100gmNelUU,.B AT, lolal<,aa.B;aTrnsoeapep¢¢(Se.spaalyhp.W„tSr.0"eryToo «g«seas¢¢«pa«aIs. paiarsiad q rsrign;gAnthonyT. Tornio III, P.E. e i d+Shl!ass4r eq talrieg is lse«sg¢risilihdMx P.eee.11e Oraeisa;a:adeed ege4 a; f6e ldlliag Uesignr,pP,e nrteaalu lR(,5rig:¢drhe bsallu:t gtelemdfPll.Pea¢gnsaalk IDg a:ava.tlefd eseafari«ss.�leaasa4'iag.s9!ge, losbltaieasd kes3g sbai4r r`.�re!j¢YSu:hef t 80083 ' rMetesreebguredtsa`aaar!.All wlseta', asTOaralfit Imumsend p1!Inesarlrtn[d.jC.gn mWerySx-M.,1Cf•pllbledeyiAalSlGnrera:«u74!a«e«'claa.4451 St. Lucie Blvd. e2sse laied IyaGa:aa apeH ogsv a w,niq IJ al grass i¢s?«i IseTnss tYsla teghees is 70i.e 6ala70esigaer,nT«ssSps:ra:aynxr e': Qyleil9ag. All sgh'b4 h os r«os daaelfaRl I. zt Fart Pierce, FL 34946 (ap ighf07h16AIRoafTmsses-AalhaoyT.TomballhP.I. Reprodudion of ibis dornmeni, in any faimis probibited withcul the written permission from A-] Reel Trusses - AnthonrLTomboIII,P.L Job Truss Truss Type Qty Ply 71856 HJ2 Jack -Open Structural Gable 1 1 A0076141 Job Reference (optional) Kui t. o. Icu B3 um; ! t 20i r rnnc n.izu s Dec i i zui i Mt I ek Industries, Inc. Mon Jul 16 13:54:09 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-TodY2wf09Ef4g17U?Fj371 pPYg VggOm3GtDF9UyxUOy 2-3-11 2-3-11 3x6 II Plate Offsets (X,Y)— (1:0-3-3,0-0-101,r1:0-0-12 14-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 9 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 24-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 25/Mechanical 3 = 14/Mechanical 1 = 208/0-8-8 (min. 0-1-8) Max Horz 1 = 51(LC 8) Max Uplift 2 = -23(LC 8) 3 = -10(LC 8) 1 = -84(LC 8) Max Grav 2 = 25(LC 1) 3 = 14(LC 1) 1 = 208(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSI1TP1 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. LOAD CASE(S) Standard it 61!Wq•PhISdm1141 uritw 1le'1d 100I IMSB ii(11Irj6 AI.III%a(0 MUM [US10M{in]jr(KKDRiE05dFMi Im vtt desip ineveler4 o:d redodes ullis l!ua af4!vEDroeig(IMj,d th DdlurT. Tmhigl,r.L lduent Sl2dth."mt. UelessBtluwise titled BF 6e10D,sb'y df1TlKfBBEt!II[r!nnt 3Kl!IlS eitdlelttx TUDta Se rdld. dSCTf BB DB11r1I1pl(2Gpl„SIti Bllr(ItlFf!1�,ri:1•d FB BIr TDO r[rttledSRIX[eDtlix ti ril df0l?41181Cieq'.tF!'BS[ISiBFS NInK ri!!ItIFS!gi(f tte s=-BTrn:dBr!n4wktmoodr,vdwir'F1. 10de4!p!n,BnpnBes,IB q<e4nmE�srndiiry Anthony. Tombo Ill P.E: CA BudBhh inssh!Bgiritliq It lle uspBsiblDrdhe OsFeB.@e 0wuis eBWeieBd oge:Awlie tdllitB-0esilmr,milt uenudlat lgw dt ri(udrie lo[did'fq[ele and re4l. Tie gpc'dl9e TU0 aad ner fidi uedNie Tnst, H:b€!q ial(rig.smote, luhlldin ttd krrtgsadi6e e;e resµ0d.fld Y�q 4' Rrt t,l'f�e Des: BM Q4'IM:. dli rites stiau nttaTUD BaIrin rWlusmd riLllusdtee Gitlin (ta u1Sde l`anFnn;t(sf BlIBKM: 171 wd Slq usdereredha envoi dun_ TIH66. !i m 7i!mestxdda!is diaLss MBi nw,l!ess Des! ri n•ermd boss psBde.^.a!er,axss - L.I. i d n r- 4451 h Lucie Blvd. B!lBn6t 1t1iB[d 1ye04rN Bpetdapeie wmigll dl rert:es lFlldteK lSeluss Desl�Fagintef is poi#.e ldirng 6esilBr,erTnts Srten (a1iBBerdorhrildi>0. Afl [gada4te:os neat ddmNfslrtl. Fort Pi rce, FL 34946 Zi (oppfight02016A-IRoeehusses-AnthonyT.TomhoIII, P-1. Reprodudionalibis document, innaykrm,isprohihhedwithcolthe w6ftenpentissionhemA-I Roof Trusses -AnthonrLTomhalll,P.(. Job Truss Truss Type QtY PIY A0076142 71856 HJ2A Jack -Open Structural Gable 1 1 j Job Reference (optional) 0 Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:54:10 2018 Page 1 ID:QkG_WX2XIF02Auq BvNAdCzRphr-x?BwFGffwXnxSvigYyFlg FMZAErgPrODVXzphxyxUOx 2-0-13 2-0-13 1-8-15 US 11 Plate Offsets ',Y - 1:0-3-9,0-0-10 , 1:0-0-11,1-5-11 LOADING (psf SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30. Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15. Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 4 >999 240 BCLL 0. Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.( Code FBC2017/TP12014 Matrix -MP Weight: 8 lb FT = 10% LUMBER - TOP CHORD x4 SP No.2 5) ` This truss has been designed for a live load of BOT CHORD x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEDGE Left: 2x4 SP N' rectangle 3-6-0 tall by 2-0-0 wide will fit between the .3 bottom chord and any other members. BRACING- 6) Refer to girder(s) for truss to truss connections. TOP CHORD 7) Provide mechanical connection (by others) of truss Structural woo sheathing directly applied or 2-0-13 oc to bearing plate capable of withstanding 100 lb uplift at purlins. joint(s) 2, 1. BOT CHORD Rigid ceiling diectly applied or 10-0-0 oc bracing. ends that Stabilizers and required LOAD CASE(S) MiTek recom' cross bracin be installed during truss erection, in Standard accordance ith Stabilizer Installation guide. (lb/size) REACTIONS. 2 = 8/Mechanical 1 = 214/0-9-4 (min. 0-1-8) Max Horz 1 = 42(LC 8) Max Uplift 2 = -15(LC 8) 1 = -89(LC 8) Max Grav 2 = 8(LC 1) 1 = 214(LC 1) FORCES. (lb Max. Comnp./A Iax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASC 7-10; Vult=170mph (3-second gust) Vasd=132mp ; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D IEncl., GCpi=0.18; MWFRS (envelope) and C-C Exte or(2) zone; cantilever left and right exposed ; en( vertical left exposed;C-C for members and forces & IWFRS for reactions shown; Lumber DOL=1.60 pl a grip DOL=1.60 2) Truss desi ned for wind loads in the plane of the truss only. F ' studs exposed to wind (normal to the face), see StE dard Industry Gable End Details as applicable, or onsult qualified building designer as per ANSI/TPI 1. I 3) Gable stud spaced at 2-0-0 oc. 4) This truss I as been designed for a 10.0 psf bottom chord live loa� nonconcurrent with any other live loads. dtlnn:etlu,! TrvirrIh'Ad136'Hl'srsrsE(lln0411RtsSd[Drr411AhS(DS1DM{{"N08'JAplDdiiDMEMPIxmTnardeledoeadesndrtdedtntasinssDes' DnvinsSlfw';edlheAd)uTl.leaf,O(Pi.tdeaeSlttEeerert.Udessehnin dretleTDD,mr feica¢mw1'hssE>il:�ettd6rtte T)Dloun!t1.A, ITrns Despkilot! Eg.!s1'a$54 re nYTDO!'pes.%so mupau afic pol!"lulee titnlmr-luarfonsr Witt! IN st,ebss kpild ullit mD edpdtsW1.Tr:t!elo esowpis. licit; memm, s.11siMf Anthony T. Tombo III, P.E. Is, A s lots i! IT kliq I'll .... 1.4,14y it h It, O.."s 'A'asd .111 r fi. ldlbg D'sip!, Is -, Win it III lit, cis Il'L .1 th. kut Wa 3nle'dMI. lie clynridtheTODmlin, Kill is, fti,Tms.kdr5ec)cdFcl.mitf.kliftMne,dkrgAsRItisn!1:stii1still s80083 Zt�Ix.fa;7es!rt:rrlftCe¢o:.1nisselw!kiteTDDesrl)sp�insras iehrsdtletnlGq(nryadlsdd;Ira�nsMn',t6f,pNisEedE3T?INSNAn[:dixeJt!3tena?aAa2Tfrswas8r:e:rns)�resu9b`esC�ains:Drvper,liess9nphgrereolTressNeah:!e:s.xkss 4451 St. Lucie Blvd. En ddiedlro6b•m,3rzdr;nie writiq i;dlrertes imr;,ed. Tae7nss Etsi;sfs3 nera ILICe Mini6m:3aes,ecl•ns sss1ea 61aeero:`ml hei?5,1. Aa ��,iad,e!as wewddad 1, 141. Fort Pierce, FL 34946 ppipht02016A-IRoof Trusses-AmhonyT.Tomho111,P.E. Reprodudionofthisdocumeni,inanyform,isprohihitedwithoutthewrit!enptrmissionfionsAdRoofTresses-AnthonyI.Tomb111,P.E. 71856 1 HJ4A I Diagonal Hip Girder 11 I 1 I A0076143 8.120 s Dec 112017 Print: 8.120 s Dec 11 ID:QkG_WX2XIF02Auq BvNAdC 3x6 II Offsets 4-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TIC 0.09 Vert(LL) 0.00 8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 86/Mechanical 3 = 44/Mechanical 1 = 303/0-11-5 (min. 0-1-8) Max Horz 1 = 67(LC 4) Max Uplift 2 = -63(LC 4) 3 = -16(LC 4) 1 = -140(LC 4) Max Grav 2 = 86(LC 1) 3 = 45(LC 3) 1 = 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 2, 3 except Qt=lb) 1=140. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 24 lb up at 2-7-6, and 23 lb down and 24 lb up at 2-7-6 on top chord, and 6 lb up at 2-7-6, and 6 lb up at 2-7-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-20 Concentrated Loads (lb) Vert: 8=1(F=1, 13=1) Mon Jul PLATES GRIP MT20 244/190 Weight: 14 lb FT = 10% Gotlq-rlp:etlsngHrrs!iswile•f-I ICC; IICSSSi'SEIIEPS GEWifIE TEU1Sd[OFGiTl0eS C1STONt fll7jf(ElCTisECSNFgi'Sere. fufp f,up pusaemrs ad rerJ outs oe liislsess 0emip hniaq lff:; wi lLafsflrerl. TscloiO,r.Lldarea,Slat ashan:. Odess rtle;rist dmd mile100,salr 1 YITeY<arMergzRssailit: rislfo dxTOD tonnlil. AsrTrns Design hyrxerfl.e.SpeeeNr blileve;,5l stAnnrTaOapeeml- aapreoasfaaeindmiletrlmq:eeenn rnotililRf4: De le 1,dIt,sloe inns Eapiaedmlle l00 ovlr, rderlTFl. Re ftsifo nnaglisd.lsd:,p avNevn, nifr111Gp Anthon T. T6rntlo III P.E. Has,rllin fassSmsn ltilial is Be«speesiblardhe0reet0e I-esrdro!iednnlr; tit leadiey Cnila!, a rieasmat silk Kos ar,mil�kfinsI'te3nle erf li4l. iieq m,idlie 100 ra1n!fie8 esedilt last, Wdstin k,��,thrrye, bstdlrtlu odknrip tlslli, la re!pmtiif:hef y r' ' Ila lafhg Dwr"adceace. Gi wkssel.: a lklilhalln lamas .1ptelosdut lnlAgfrtamo Scatty lr:naia{tfSOprlCsiM 4 TT.1 WA arenhaullu Tumr!pl..Tr,l f6ms3,mpra.idAies eeadnese'3ibstedium lass IhOp bpereal lass Mnshren.s.niss 80083 d—.,.Id"iareGs.".Ftelam.itmainlpdiJo:.eshass!edThTimsImip bImmsis MDT ItA1aAalCes!perinTnessSTttteEquterdmrardLy All gld•td*ossareas fitted ulna. 4451 St[p dud. Blvd. Copyriybt©2016A-Iloot Trusses -AnthoeyLTeethe III, Bt. Reprodauionofibis downem,in any iorm,isprohibited without the written permission hoot A oofTrasses-AoibanyT.iomholll,P.E. Fort Per i FL 34946 Job It Truss Truss Type Qty Ply A0076144 71856 HJ5 Jack -Open 1 1 Job optional) Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:54:13 2018 Page 1 ID:QkG_WX2XI F02Auq BvNAdCzRphr-Mat3u IiXCSAWJ MRFE5o?Ht_? W Rm_cCIfBVBTIFyxUOu 3x6 11 2x4 = 11 t 0-11 6 5-1-15 0-11-6 4-2-9' Plate Offsets ,Y 1:0-0-5,Ed a 1:0-0-11,1-4-14 LOADING (psf II SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.(1 Plate Grip DOL 1.25 TIC 0.38 Vert(LL) 0.05 3-8 >999 360 MT20 2441190 TCDL 1151 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.04 3-8 >999 240 BCLL 0- " Rep Stress Incr YES. WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.6 Code FBC2017/TP12014 Matrix -MP Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 3) " This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEDGE I rectangle 3-6-0 tall by 2-M wide will fit between the Left: 2x4 SP N .3 bottom chord and any other members. BRACING- 4) Refer to girder(s) for truss to truss connections. TOP CHORD Structural woot sheathing directly applied or 5-1-15 oc 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at purlins. joint(s) 3 except at --lb) 2=111, 1=142. BOT CHORD Rigid ceiling d ectly applied or 10-M oc bracing. mends that Stabilizers and required LOAD CASE(S) MiTek reco cross bracino I be installed during truss erection, in Standard accordance with Stabilizer Installation guide. 2 = 151/Mechanical 3 = 65/Mechanical 1 = 345/0-8-13 (min. 0-1-8) Max Horz 1 = 112(LC 8) Max Uplift 2 =-111(LC 8) 3 = -13(LC 8) 1 =-142(LC 8) Max Grav 2 = 151(LC 1) 3 = 76(LC 3) 1 = 345(LC 1) FORCES. (lb Max. Comp./ ex. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: AS E 7-10; Vult=170mph (3-second gust) Vasd=132mp TCDL=5.Opsf; BCDL=5.Opsf, h=22ft; Cat. II; Exp D- Encl., GCpi=0.18; MWFRS (envelope) and C-C Exte�-or(2) zone; cantilever left and right exposed ; eno. vertical left exposed;C-C for members and forces & WFIRS for reactions shown; Lumber DOL=1.60 pk Ite grip DOL=1.60 2) This truss I as been designed for a 10.0 psf bottom chord live loa J. nonconcurrent with any other live loads. iemog-rinse Btrratsli renw W& l 156F ILSSES SEURI6 EIM (FINS d (4htiflE13 USTBMS Illwi S(II(i:MSOEe" III'. Teedr et p I011tItfr Wmd ee!er elMlmi hsip) .hj II(V, W al lraterl. 1.1;) lii, M Id— Sic l W.', - aks ttiff.ire dtttd tetleID( WI Tantuthr l:tx!s6il; F. rcelhrRtlB hit,eliL 1ltlrnt PuirtEtpnx{Le.S;olltQS F.dn+„6e utlnnii00!epnetts nrntpaxdlG lral:tlUrd kt{'tEe:'ieF reSiU{ISIIArll;Ittet!x9CInt 53yeTrr!!Irr ndrtnetW nli.n/trTiFl. Itx lexra'snopnef.ltrteywGnx!.smd°ry Anthony T. Tombo 111, P.E. 'sedt4:rL ss4r nildllitg ltlh rzstnfTilihdOrtn.aeQ.z!it Mari!!l trcArNe lritfiry Uesilnyatieotht141St IN,4t8(ardtle 6!4Ia:6ri-nle ail?1. lie tT;mti tl lStltO mite Atlluttt14!Tnss.®:Irawlads}4t:ge,Ufilltnn etl trets3 sSillSei�re!tnutl:h tl �80083 te:{it Otsva:tr�[taCrt!a:.RL'u!es!tleatYtle lUU eai tat r:atnesr 9;:idrt:s rttl:InldieS(rp, MSdelr 6s'e;otnn(t(SI; rtN tkM 4i l71 ea116(5 tr. rtl rzme3!x levml�idmt iFil'u3tet�trzsp�S:4".Aes taluhr!sd:i!T!nsOtsi�er,llts!8ertn (ntia:er'sl TrvsNaidsnf:et; u'n! 44515t. Lucie Blvd. tMst ltlitHlpotem:Wtged a»tlr rriAq lidllM:n lnc?ni TSeLns Ct3Ia Etlneer is YCi:k lalsl rt;y+e,rtTnt Sysk¢Fa♦n!ert'ai 5tilliay. Nl t�;d xtd'ttas uent la'aelUlt61' Fort Pierce, FL 34946 SapfliAl02D1GA-ltae(Trusses-Amhony1.TomhoIII,P.E. ReprodualonofThisdotnmentinanyloan,isprohibitedwithoutthearitleopermissionfromA4goofhesses-AnthonyLTomhn111,P.1. Job Truss Truss Type Qty Ply 71856 HJ16 DIAGONAL HIP GIRDER 1 1 A0076140 Job Reference (optional) 6-7-13 e a ri cell. o. V b Uec i i Lu i t rvtn eK mausules, Inc. neon ,lul 1ti 13:54:15 2018 Deb. = 1/8 in R1 0 16-11-12 1-7-12 8-3-0 8-11-3 16-3-2 16 12 1-7-12 6-7-4 0-8-3 7-3-15 0. 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.25 10 >782 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.33 9-10 >586 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.74 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 88 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3: 2x6 SP 240OF 2.OE, B1: 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purtins. BOT CHORD Rigid ceiling directly applied or4-10-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 1676/0-1-8 (min. 0-1-8) 1 = 1248/1-5-5 (min. 0-1-8) Max Horz 1 = 195(LC 19) Max Uplift 8 = -974(LC 4) 1 = -668(LC 4) Max Grav 8 = 1676(LC 1) 1 = 1248(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-3639/2051, 16-17=-3590/2055, 2-17=-3588/2058, 2-18=-3573/2072, 3-18=-3550/2064, 3-19=-3548/2064, 4-19=-3493/2047 BOT CHORD 1-21=-2144/3539, 21-22=-2144/3542, 10-22=-2146/3544,10-23=-1267/1926, 23-24=-1267/1926, 24-25=-1267/1926, 9-25=-1267/1926, 8-9=-348/588 WEBS 5-9=-445/334, 2-10=-328/274, 4-1 0=-943/1760, 4-9=-2153/1417 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; 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) All plates are MT20 plates unless otherwise indicated. 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 atjoint(s) 8. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=974, 1=668. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 23 lb up at 4-6-0, 25 lb down and 24 lb up at 4-9-8, 50 lb down and 54 lb up at 6-9-11, 53 lb down and 60 lb up at 7-1-3, 76 lb down and 96 lb up at 9-1-6, 80 lb down and 101 lb up at 9-4-14, 102 lb down and 137 lb up at 11-5-1, 105 lb down and 142 lb up at 11-8-9, 141 lb down and 197 lb up at 13-8-13, and 130 lb down and 183 lb up at 14-0-5, and 205 lb down and 207 lb up at 16-3-2 on top chord, and 5 lb down and 13 lb up at 4-6-0, 6 lb down and 14 lb up at 4-9-8, 13 lb down and 23 lb up at 6-9-11, 16 lb down and 24 lb up at 7-1-3, 33lb down and 30 lb up at 9-1-6, 35 lb down and 31 lb up at 9-4-14, 51 lb down and 37 lb up at 11-5-1, 53 lb down and 37 lb up at 11-8-9, 69 lb down and 37 lb up at 13-8-13, and 71 lb down and 38 lb up at 14-0-5, and 95 lb down and 39 lb up at 16-0-7 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 Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-90, 7-11=-20 Concentrated Loads (lb) Vert: 6=-205(B) 9=-93(B) 18=-56(F=-31, B=-25) 19=-152(F=-79, B=-73)20=-262(F=-126, B=-136) 21=-11(F=-6, B=-5) 22=-30(F=-16, B=-13) 23=-68(F=-35, B=-33) 24=-105(F=-53', B=-51) 25=-140(F=-71, B=-69) Meray prettiraa}i!ror;e�s lie'A;FGJfT1USSESj'S2iil'j.EE+[tlti0llit(gtl0T4Ni:l3fuWrMEi"X.[IOiPLEObtcSr firm hra'plt:n.rseauas acdttsl edtttE this'uss Ueslpa ptxiq{iDOiol4!aaYxpf.taaie lP„t..l<kte¢m ilnti!tae!v. Wesst"u!.ist$V'.d. 4T101"h kiretranertea plates steit le atedMhl iL to la acid as iPul gesiw?eTa!er{is..SrvayEa7a!n1, Nesed!e M1 110rspn;mis ra aupllwolMn tralavole. n7mnis7respaas€i:'grtrs ii!liadl. alb' bill Tmst kyiEelcax!1 Pt!Ir,!!Ix Ito. t5!?!si5a essayCem;1014 autees, led'i4¢ Anthony. To. bo I[' P.E: rdaatrtliI bell Ill a!7M Islk!resptas!p!ydp!Cr�e,GEOrvisast4nind apeeloft6�'?sg i'r_��x,ia hnwit Ith lit lie Ot alp!e lnd arli7urirlfmlirld.Ti!"I'vildS!1€aadatsbddastdde in!s; irtudsg bntli!1. slutre, iesk'tia!�?b!uag s4dl S! b!astmiifhd Y� ' tit l.drud aedper ndfe3ra7ac All nfes of ede!lei?3 ardtlt pecras udg k!'xasdlskEEep(rfinea SeM!hf!rztke(T,irjpMtySelhiFl ed S!(terx rdnanllr s.cc l6eiirx!.P}II!nasstle!a;y!tiiiL!C.?�N!Sd5!rtE!1 Fiilyle;,?r!ss Cevpa Jgteu a+!?msWa!hEra,m!ss 480083 a4ttr'se ldxl IyaGeS!:l aped@ae is piiiegip d. pcan ia!eld.:`!e loss [asip Eequa= is tpt Garrildny Pnip!c!! Tsns srsfw Eag!msd!ar NilCiry. L: mplWtil!dlrasee tsdtFu? iaTfl1. 4451 St., Lucie Blvd. (apyrigbl02016A-1Roof Ttusses-AnlbonYT.Tombefll,P.E.IapmduttionofIbisdcmment.inany farm, ispmbibitedwill;auttewlitienpetmissiar. from Ad Roof busses -Anthony tTomboIII, P.E. For, Pferce,iFL 34946 Truss Truss Type Qty Ply A0076145 r71856 HJA Diagonal Hip Girder 1 1 Job Reference (optional) Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:54:16 2018 Page 1 I D:QkG_WX2XIF02AugBvNAdCzRphr-m8YBWJkPVNY5Ag9gvDLivWca9ftLpZV5tTQ7vayxUOr 4-0-1 4-0-1 3x6 II iEFAVA 1-2-2 LOADING (ps SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30. ! Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 8 >999 360 TCDL 154 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 8 >999 240 BCLL 04 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.6 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD BOT CHORD x4 SP No.2 4) This truss has been designed for a 10.0 psf bottom 2x4 SP No.2 WEDGE chord live load nonconcurrent with any other live Left: 2x4 SP N loads. BRACING- .3 5) * This trusshasbeen designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural woo' rectangle 3-6-0 tall by 2-0-0 wide will fit between the sheathing directly applied or 4-0-1 oc pT bottom chord and any other members. BOT CHORD 6) Refer to girder(s) for truss to truss connections. Rigid ceiling d• 7) Provide mechanical connection (by others) of truss iectly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 100 lb uplift at ends that Stabilizers and required joint(s) 2, 3 except (jt=1b) 1=151. MiTek recom cross bracin6lbe installed during truss erection, in 1 8) Hanger(s) or other connection device(s) shall be accordance ith' Stabilizer Installation guide. provided sufficient to support concentrated load(s) 23 Ib down and 24 lb up at 2-7-6, and 44 lb down and 34 REACTIONS. (lb/size) Ib up at 2-7-6 on top chord, and 6 lb up at 2-7-6, and 2 = 87/Mechanical 16 lb down and 21 lb up at 2-7-6 on bottom chord. 3 = 44/Mechanical The design/selection of such connection device(s) is 1 = 317/0-11-5 (min. 0-1-8) the responsibility of others. Max Horz 9) In the LOAD CASE(S) section, loads applied to the 1 = 67(LC 4) face of the truss are noted as front (F) or back (B). Max Uplift 2 = i -65(LC 4) 3 = -18(LC 4) LOAD CASE(S) 1 = -151(LC 4) Standard Max Grav _ 1) Dead + Roof Live (balanced): Lumber Increase=1.25 2 = 87(LC 1) , Plate Increase=1.25 3 = 44(LC 1) Uniform Loads (plf) 1 = 317(LC 1) Vert: 1-2=-90, 3-4=-20 Concentrated Loads (lb) FORCES. (lb, Vert: 8=-15(F=-16, B=1) Max. Com I ax. Ten. - All forces 250 (Ib) or less except' when shown. I NOTES- 1) Wind: ASC 7-10; Vult=170mph (3-second gust) Vasd=132mp; TCDL=5.Opsf; BCDL=5.Opsf, h=22ft; Cat. II; Exp D�;Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lu ,�er DOL=1.60 plate grip DOL=1.60 2) Truss desi ned for wind loads in the plane of the truss only. F '� studs exposed to wind (normal to the face), see St dard Industry Gable End Details as applicable, or onsult qualified building designer as per ANSI/TPi , 1 3) Gable stud, spaced at 2-0-0 oc. 0 CS PLATES GRIP MT20 244/190 Weight: 14 lb FT =10% !,n-Pltsle tlutsphtratdtwrie •A I IOOr 111M rSEll(rj 69ML IM 6(OB" DSOnoRrILIMAMCdIDE-;tE1 r. him Terilt dop puendem.4 A M..1%1 cu DtsV3—ij ll[b,dl Adswpl. TAtP Uldett. Sim it,-,—DtIm, 01-ju SIM tatle ID1,,1 . ezutnmritesssil:9a;elUrr&IODla ie tdiL steTrms Dtsipt G,utt{I1,S}e[rcDr f��r<: �15: stdnnrTDOterresetls¢rcu a;e rl lle pal:ssUedi�aetlep rspeeAlOrtf'er tle les�p�dtlese�eTn.s drp n:I se11e 1DD odr, Mer1P41. lh ies!pa nsmNnes, bM p<nhnns. srnc)iiry Anthony T. Tombo llI, P.E. �med*"Ttn4r ltp 161611,IS, ropusibla.dtzam. rie0-r's tf`MW"A., It, ldleiep Duher,mlS Mil A lie RC5t3!Writ tir'dsa@epade.1Kl. llegnsd alit IDD and n.fidltse db1Tr+ss.ndrfineu!-p,Muir, itfilltuel W k.43 sill t: M1, mpa4y t.hd ' Z80083 tInDts;e:e!WUtIStdt?.Alluts sdad!sIttTOD tal lit pines©d pridnmdrietnl0lgnta,mS*S,Iftm[nrtlt(Srjp1hstd 6t lA mi SltAmtnitrcxe to prml p!dte. TPHA1SSsritrespem8uuts o the d+iePiss Dttiper, pEipir-trmdinsNan(tdrer.a:ess ,TltnDef4451 St.Lude Blvd, erdu ldited kpo69•W eyed mpanvmiq sT ell luUts rirzdted. IieTnss Ceslp Etterls NCiritpa;dap Gas!pes,rtT•tst 5T0!a itpusrday htilLap. AO ty�.7tdter©s treat ddsedis 1161. Fort Pierce, FL 34946 :?Irpijlrl0201AA-IRoofTiusses-Anihon TTomboIII,P.E. Re rodudiondthisdocument,inon orm, is prohibitedwithculthe writleo.ermissionfromA-]Roofresses-Anthnn TToma111,P.L Job Truss Truss Type Qty Ply 71856 J2A Jack -Open Structural Gable 1 1 A0076148 Job Reference o tional G r!tn, o. tcv s uec 1120 u MI I ex mausrnes, Inc. Mon Jul 16 13:54:17 2018 Page 1 2-2-8 I D:QkG_WX2XIF02AugBvNAdCzRphr-EL6ajfl2Ghgyozkl TwtxSj9mb2EbY01F679gR1 yxUOq 2-2-8 N 3x6 11 1-6-8 2-2-8 1-6-8 0-8-0 rinse vnsess L iI— l l:u-[-14 U-U-IUI IT.U-U-1"L 1-3-41 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 8 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 25/Mechanical 3 = 12/Mechanical 1 = 199/0-8-0 (min. 0-1-8) Max Horz 1 = 52(LC 8) Max Uplift 2 = -24(LC 8) 3 = -9(LC 8) 1 = -79(LC 8) Max Grav 2 = 25(LC 1) 3 = 13(LC 3) 1 = 199(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=22ft; Cat. II; Exp D; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 2, 3, 1. LOAD CASE(S) Standard 6udq-nnn fitnapldTrKlew thz'aa Roc[ nnsn ('nnFrl6FeF1AF nun a ec,�aness [DSTon4 i<Tn'IA(ILYC4L"c;NFNr Iran TKdp em�paevden nd 2dedK ae Ivsfmt Dai:dv Dra,riapitt�; rd I� arnnpT. r�rk,ei, ti. tderere Sleet ksare Ka, Ddess dF.enise ddd eofieIDD,w'y dtiTaiaurmq:ns;halIMKedto,N13Dlah'shi.AscTmsDesise60itu(e,seruuf6peex;.AaednmpFeereFInIM.1"P;edl7epdassindecp!tan;iegreynsiNldporit,Inipie[tlesc�eimsdrpaenefitTo¢stljOids,T?RTNfinipesmitur....4, mdmK.seadnrp .aK,,f*iT„teresyddnitpl,nt,Kpn!iGlmdna�ar.IFaO-I's:le;ForIke tdldingesi[nr,mPsndaddlhtlK,fiaiS;nlSebcdlaM f,den!It,[.negptn[dlklggnata.tiennedtlaTnss.udtonRxdfi� s;ge,itfilldinadtnr ;ndlntare!pnsf:l:nd Anthon T. Y rnbc,III P.E. ' tryF»!ndiaT(1f ptn!skl hp lil rA SlGoerd!!e]tEl4l pee�-1 gaAf➢L•lplde7n3fi::KFe55?�Aire[L7 :nY.1:T!KSDnIjeH,F!KS 9e5'pt El�i:nWdpR;SaBide:Y!erentSS IMee'fege,.Eikfetd,,do;t,tP.nheed.luthp.r.lig,ti elsMnldirdkpo[oErm kTdl a 8d083 4451 St.1 L[ACie Blvd. Tesradgtid4nffl—Iis NOTIN90T.J eperd epeuxdeq ptr,:K iasoltei FieTnsn DesixaEapiner is dCt 4�td3xg0K:prv,nTnK Sptan Earyaerd®p S.ilSq All raipd�edRrrrs naKddudlaRl�l. (opTlighIQ401dA-I Roofimsses-AnthonyT.TomboIII,P.E. Reprodustionofibisdocument,inenyform,isprohibitedwithoutthewrittenpermissienburnA-I Roof Trusses-AnfhonyLTomholll,P.E. Fort Pierce,' FL 34946 ( Job Truss Truss Type QtY PIY A0076149 71856 J26 Jack -Open Structural Gable 1 1 � Job Reference (optional) Run: 8.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:54:19 2018 Page ID:QkG—WX2XIF02AugBvNAIjCzRphr-AjEKBLmlolwfI HuPaLvPX8E64sv3OwEXZRenVvyxUO 2-4-4 i 2-4-4 4.00 12 2 T1 f4 1 1 � dt 0 131 i 2x4 = 3 3x6 II 1-6-8 2� 4 1-6-8 0-9-12 Plate Offsets Y — 1:0-2-14,0-0-10 , 1:0-0-12,1-3-4 LOADING (psf)j SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0i Plate Grip DOL 1.25 TIC 0.05 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 15.01' Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr. YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10. Code FBC2017(rP12014 Matrix -MP Weight: 9 lb FT = 10% LUMBER - TOP CHORD x4 SP No.2 3) Gable studs spaced at 2-0-0 oc. BOT CHORD x4 SP No.2 4) This truss has been designed for a 10.0 psf bottom WEDGE chord live load nonconcurrent with any other live Left: 2x4 SP N .3 loads. BRACING- 5) ` This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural woo sheathing directly applied or 2-4-4 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purlins. bottom chord and any other members. BOT CHORD 6) Refer to girder(s) for truss to truss connections. Rigid ceiling directly applied or 10-0-0 oc bracing. 7) Provide mechanical connection (by others) of truss " ends that Stabilizers and required to bearing plate capable of withstanding 100 lb uplift at MiTek recom cross bracin be installed during truss erection, in joint(s) 2, 3, 1. accordance with Stabilizer Installation guide. - (lb/size) LOAD CASE(S) REACTIONS. 2 = 32/Mechanical Standard 3 = 16/Mechanical 1 = 204/0-8-0 (min. 0-1-8) Max Horz 1 = 55(LC 8) Max Uplift 2 = -29(LC 8) 3 = -10(LC 8) 1 = -81(LC 8) Max Grav 2 = 32(LC 1) 3 = 17(LC 3) 1 = 204(LC 1) FORCES. (lb Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASC 7-10- Vult=170mph (3-second gust) Vasd=132mp TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D ljEncl., GCpi=0.18; MWFRS (envelope) and C-C Exte 'or(2) zone; cantilever left and right exposed ; en vertical left exposed;C-C for members and forces & I WFRS for reactions shown; Lumber DOL=1.60 pi e grip DOL=1.60 2) Truss desi ned for wind loads in the plane of the truss only. F 'F studs exposed to wind (normal to the face), see St dard Industry Gable End Details as applicable, or onsult qualified building designer as per ANSI/TPI 1_ t!dqtletsetl«IflHrr«Iewfee'A-I IDC(fIOSSBii(till'�6FI:ll[IEIHSB@1:111[IS(tlSIDM{"6<7]'jA(Y7GAL'G5M11EMr Itf4 T«Ilr dlS7Tl rntOd«S iJe l!]AfdeS ht lLSInSID«MCP gflYlA91T[UjF41Et AdILer1.T:S1iGi,r.E.IdnfntSF!tI FS!L'eP!4, Dde3f dl2r�ISt ddtr l6lTlTDP.LN:J i ' 'ase knismPro'sky!D'sflltitf M1)hnitis, Tr�SSD«i91[felttn{I.I�Sj¢:ILMrIt[In!f'�:7:LdtomyTDODIfestdsetestr ndletlid:s9ndapt!mgmIllAbi!i'minilit!Ihs;Y�eT;fssi!pe!defdel oil...riffI?Fl.Rei:spensfnpnes.bsta7ml2mns.smfsilq Anthony T. Tornbo 111, P.E. sins 1—firtel1.1611, lit resPvMIdj silk 0•DeofO-s"eaMmigtol4,Is, ldlfin Des!Its!,an!fW19,16f Is(,n!3(Dint I'd ifArldt¢t MI. Tit gprnf sits IDDov1.IWd,s fh,TnssM,&Iif4wire. inwtfin nd sfiagslil(Hs:e rolDcl':hd 80083 Cd'ta Desi lk+r-fm.Al:ulesselod(sneTDDe>ris ialitesas.dtlnestitleteillit (tn.etnSde laaaetiDit[Sfj IHisecie I71vsd11(lfenl«t¢eS(n feelt!dDe1PDl6e9res1.re 4ilnuWdz!sd!leLrstDssi «,lessDl4 Em o•ncadln;sMmtt.^.frn,xxss 4451 St. Lucie Blvd. � iII Opyrighl04f16A-ItoofTmsses-AnlhonyT.Tomho111,P.I. n iD ItDtrd Yye!etrcn oprede>tf it vrifiq ITdIlfnxs Ime6ei TeeTnss niphrmt is NOT NstuAug Ossigfer,nTnss Srs±e�Falbf«e'©rStil4y.. filtq:Mq!i};m ertm ddad Is1111. ReprodouionDIMSdowlenijisanytorm,isprobibiledwilhooltheweitlenpermissionIsomA-IHeolTrusses- AnthonyLTomholll,P-I- Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 71856 J3B Jack -Open 4 1 A0076150 Job Reference o tional riurr. o. 120 s Dec 1 1 20 i d Print- a.-tzu s Dec i i zul r Mt I eK Inclustnes, Inc. Mon Jul 16 13:54:20 2018 Page 1 I D: QkG—WX2XI F02Auq BvNAdCzRphr-fwoi M hnwZc2 WfRTb83Qf3 M n Hq GEp IN U ho4O K2 LyxU On 2-10-8 2-10-8 U6 11 0-10-8 2-0-0 2-10-8 0-10-8 Plate Offsets (X,Y)— [1,0-2-14,0-0-101 [1:0-0-12 1-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud i PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 57/Mechanical 3 = 27/Mechanical 1 = 225/0-8-0 (min. 0-1-8) Max Horz . 1 = 68(LC 8) Max Uplift 2 = -46(LC 8) 3 = -11(LC 8) 1 = -89(LC 8) Max Grav 2 = 57(LC 1) 3 = 30(LC 3) 1 = 225(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf-, h=22ft; Cat. II; Exp D; 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 mechanical connection (by others) of truss . to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. LOAD CASE(S) Standard %aWI fleaseM1FngHprelireln'dd IDDf IIDSSsS(iftlEl"d RRHdl TEIPSd(nk":diIDRS(DSIDNj 6trt7'ji(1rRDG^,FD nERi'hrz inilldeugarua¢dusysl!cede,toniislirss9e,�pD,,�iai{rE:t}uitNAel.PT.TemesR;l.E.Idueaeli;sE4sSrens. 0d!sc utv.ise sltlei aFM1e IDP,ca`y I N:iek[nnm!;feu5ilf:nsetlolQe TOD loknhi Asatrnt Desiah leu L-,5•ddl EtplrsryS:.#Inn lDD re retertue u[Fpaadl4F rFlztslled¢v'Fe:Np res aasJltn 6rHNFstaFdt4 s:e!alnss Le :rid vstle ED nl,adu TPi-1. Ndet: stnnircaad: Ibis, smair, r d e{ Y r d r r ! r i n N n el Anthony T 80083 III, P.E. 'AasedM16lRssh!agidlliu is flu reSPN!itilt7dt:tO.l!r,M1eg.-.�r'SfA39'IZd F;!Ftl!Ifelnldlag DuigS!,at'irrtrddh,FlK,da:eE ndtle latdl:a.Yxiuls nllF«1. Rug iDO wdverM1eld asa vrfSF Tnsc ode&ylafq.sa�ryF, iashllatlnudkarsg s4zliHfnrtsr:etiF:ia. of a18OOS3 ' me id:lagdvs:5m!ariQr'as9.. L.n#ssum!uM1e7DDaNIar!wi!eswsgaNdn:sdM1:tnikq(FaNamSvleryhr."o;n�u;Ktf,:iallisle36)ItlradSE(Anrld4S'St:S!jtFMilPaLn['.lP'tlk9Hi'I::tIpNbiSumiSSE�efnsra!l�rno!upn.i�rssdet ,r,�sumdinnNr,aa!aer,x!eti 4451 St. Lucie Blvd. AFrriu ldiadtyo (avrFd aped uNF n xnnyii dliert[s inc{tti lleirass Cesla:ryitu! Is 1CT EANa]Desigav, uin!t tit!a Eariexrdespb.ilLag. IJIF.p:dadM1:as rteas detadla lrld. (opyright 0 2616A-I Real Tmsses-Anthany f. Tomhe III, P.E. Reproduction of this document, in anyform is prohibited without the written permission hom A-1 Roof hosses- Anthony 1. Tomho ill, P.L Port Pierce, f1 34946 Job Truss Truss Type Qty Ply A0076151 71856 J7 Corner Jack 1 1 Job Reference (optional) 0 Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:54:21 2018 Page 1 I D:QkG_WX2XIF02AugBvNAdCzRphr-76M4Z1 oYKwANGb2ohmxuczJ DNgOHUgkq 1 k7uaoyxUOm 6-11-9 6-11-9 6-11-9 3 Dead Load Dell. = 1/16 in c� n' N LOADING(psf�, TCLL 30.0'1 TCDL 15.0 BCLL 0.01 BCDL 10.01 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TIC 0.96 BC 0.89 WB 0.00 Matrix -MP DEFL. in (loc) I/deft Vert(LL) 0.19 3-8 >432 Vert(CT) -0.18 3-8 >460 Horz(CT) -0.04 2 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight: 23 lb FT = 10% LUMBER - TOP CHORD x4 SP No.2 4) Refer to girder(s) for truss to truss connections. BOT CHORD x4 SP No.2 5) Provide mechanical connection (by others) of truss WEDGE '.3 to bearing plate capable of withstanding 100 lb uplift at Left: 2x4 SP N BRACING- joint(s) 3 except (jt=lb) 2=172, 1=174. TOP CHORD Structural woo sheathing directly applied. LOAD CASE(S) BOT CHORD I Standard Rigid ceiling di ctly applied or 3-9-0 oc bracing. that Stabilizers and required MiTek reconnibends cross bracing'1ba installed during truss erection, in accordance y th Stabilizer Installation guide. REACTIONS. l(lb/size) 2 = 230/Mechanical 3 = 94/Mechanical 1 = 435/0-8-0 (min. 0-1-8) Max Horz 1 = 166(LC 8) Max Uplift 2 = -172(LC 8) 3 = -15(LC 8) 1 = -174(LC 8) Max Grav 2 = 230(LC 1) 3 = 114(LC 3) 1 = 435(LC 1) FORCES. (lb) Max. Comp./M x. Ten. - All forces 250 (lb) or less except when shown. , NOTES- 1) Wind: ASC ! 7-10; Vult=170mph (3-second gust) Vasd=132mph i TCDL=5.Opsf; BCDL=5.Opsf, h=22ft; Cat. 11; Exp D; ncl., GCpi=0.18; MWFRS (envelope) and C-C Exteri r(2) zone; cantilever left and right exposed ; end ertical left exposed;C-C for members and forces & 1V NFRS for reactions shown; Lumber DOL=1.60 plat'i grip DOL=1.60 2) This truss h been designed for a 10.0 psf bottom chord live load onconcurrent with any other live loads. 3) * This truss as been designed for alive load of 20.Opsf on the ottom chord in all areas where a rectangle 3-6- 'Itall by 2-0-0 wide will fit between the bottom chord a,1 d any other members. We'ap1 rDDE IiUSiBS'iftlEl jfSN9A[fEU1S8[D5.1iICRS [1S1DMj �'P9jd(itlGXLD'uMEDi Ixa. ieriry desi�pmae!en sad re:daitesutastas9e:iw:)inr�!ID"ur3!ks drlurl.ia§eD!,r.EEtIlR3:lR?41"?S'e 154. 06SSFft.ke ssdA.oA,TDD,.!r pit a!etn4r�Ce?alili!?esedter!IxT7Dfa5erdid.A?eTrnsDesige6ylrxe(I!,isr.IrNrF!dre!•;,a!sletreor7DOngres4tls!cuuy�a;e[!t4eeral?esioeder{ae�![rspaesi111dr3Mee!sac'tt.!sr,eTn!sdeg�!d!ctlelDDadr.eaderil-1.Tk24?sInas:!nprur<.4,4:,ueOnus, smoEnry: AnthonyT.Tom6oIII,P.E. c9 ear:Tzss'¢�nprriu!eyE:lae rtgosikd!iddlie7.,!cht Um'sot,vds,red er hidlinr Deign.t.e"Widlu iR460L.Ifi:6r%Eb:dzyeelerslrM1l.T1egps:!Ike iDDsad n! fie!d!sedtf!Tnss. mJ!fink:-�T�.sh:eyE. isshlltli!e ontkerr; s4ili!?N!re=.pnc4:!:het - 480083 IN :feponexW1144m.dl'utss!ical!rottUDraifepolus®dg+Ll¢sd0!rrlCcrRspaMSderylo!er fta"(',rplDsEe?ipINASKI eer'llmd"', `iAau Tr61k5u.'!r:!sprakN�tiesss9da":?sr!!!tL!s:D4!iper,l!�.5s]es:psrspisermdlres,uaaal!:�!r.ec4s 4451 St. Lucie Blvd. si se ddiedkro{adr!a aged spsir+rritird lydl pa!:es im iaed. Tieiress6esipf,14er!slCih5nda7 Dryaer,vTn!sSyr?m pdn?erdar b.0liap A11rq;W14trasrreosd9ad I,TKL Fort Pierce, FL 34946 Co l right 0 2016 A-1 Rcof Lusses-Anthony I. Tombo [if, F.F. Reproduttion of this dommnd, in anyform, is prohibited withcut the Written permission from A-? Roo?Trusses -Anthony L Tombo III, R.T. Job Truss Truss Type Qty Ply 71856 J8A JACK -PARTIAL 1 1 A0076152 Job Reference (optional) 0-1 cun: a. rzu s Dec 1 i 2017 Print: 8.120 s Dec 11 2017 MITek Industries, Inc. Mon Jul 16 13 54:22 2018 Page 1 ID:QkG_WX2XIF02AugBvNAgCzRphr-blwTmNpA5DIEuld FUS79nsTH3olDH GOtR6EyxUOI 7-11-10 7-11-10 4x6 11 3 Dead Load Dell. = 118 in 0-10-8 7-11-10 0-10-8 1 7-1-2 Plate Offsets (X,Y)— f1:0-2-14,Edgel, (1:0-0-12 1-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.25 3-8 >374 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.25 3-8 >379 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 26 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP 240OF 2.0E WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 2 = 267/Mechanical 3 = 114/Mechanical 1 = . 489/0-8-0 (min.0-1-8) Max Horz 1 = 191(LC 8) Max Uplift 2 = -200(LC 8) 3 = -18(LC 8) 1 = -196(LC 8) Max Grav 2 = 267(LC 1) 3 = 137(LC 3) 1 = 489(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=200, 1=196. LOAD CASE(S) Standard 7e!asq lase tlultsklrrslit�tae'A 110C;f1i.Ki!Sii(tlErl6EailelTE1ASSCDk(d11DliS(]SIOMt]STrJ'jS.(I(?ICk^�3SYEMi IPI9L YF'Aj�hnp pUlkl!iflSitl(MA.A. W lb0us Dtt'FII!M19)IICS�fI�th 16cs(T.T:dpa DI,I.L III•J.:lSW.Itsfn n5. Wen GMViSt G11N t!:IYf IDD,�� L 1hTtkn'-h!p'rna4 It-ondietk TDD Is h,slid. Asa Tins Desiphoer!((t,SP1,111L.11tft;;,tS: sttlnupIDD apresufsaraar,�:t sdlM p!ai:ssieeclex eetriterynaNirtt§: tSe ln,ear Its skies d?pa4 motnDap¢, r ,TkI. IN in. nstnp:ite:,lrc{�monn£,smdilry Anthon TT� Iombo IIl P.E. Cad tsl tf tls Ttiss`g:tar lsaldiPF IS ISlrlSptlslfAllilf:hP]YIir,Dl Ormt'f[R�rtf ayex l'13tIL1IIIPF DISIpM:,9iSt ills3a!1i a1?Itt,'S?l; ul Mt h(riladiep elt¢if7Fl: lee ryTmt:tf tie lDD allnrlield lse dt5?inss. ia9P5n R:d ksp.s!I:tg,fuhllatin Padkti;lp s4alis�N :e£pa7d,:hd Y +. $QQ83 ' atl,s%ig Dts�¢fa•Pa3 Qaatra:.AD.1s Mal :ctkTOD aid ISt lsadusad ptd:lies Pfte:1"Iftl(wym¢el Sr*laastan,t(Sf,pPlGskday Rl rid R(A trrelx:relht peaiaijlax:. IP�l Etimza:resptra9:fies eAda??s 3:1!ess Desipter,T!%s]IsiPFrise!ca'ritess Maodfh!e!,x:esc ttrsnse dditlll ohm:cat ell/ lit rruiea dI trip ieehe313eTnss DtstaF iveet is i(i G:e to da .es, egx]ns5)'i!?mE i/terdm htlltt.. AI(^w;h�-Ial pun! AIJiaN Ia1PF1. 4451 St Lucie Blvd. 7 P N ! Y 1 ai i DI ai 7 N Fort P?I e, FL 34946 (opyright(t12h16A-1loaf itosses- Anthony LTomhaIII, f.E. F.eproduclion of this document, in any form, is prohibited iiithcut The written permission barn A-] loofTrusses - AmthonyT. Tombo 111, P.E. t Job Truss Truss Type Qty Ply 71856 A Jack -Partial 1 1 A0076153 Job Reference o tional Run: 8.120 s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:54:23 2018 Page 1 I D:QkG_WX2XIF02AugBvNAdCzRphr-3VUr_ippsXQSWuCApBzMh_PgGT4QykE7U2d?egyxUON 7-1-3 I 7-1-3 2 !o Dead Load Defl. = 1/16 in 4.00 F12 i N m .q CV N I 3x6 11 3 LOADING (psf)' SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 ; Lumber DOL 1.25 BCLL 0.0 ` Rep Stress Incr YES BCDL 10.01 Code FBC2017/TP12014 LUMBER - TOP CHORD 4 SP M 30 SOT CHORD Jx4SPNo.2 WEDGE Left: 2x4 SP No 3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling dir ctly applied or 6-10-8 oc bracing. MiTek recomr0nds that Stabilizers and required cross bracing a installed during truss erection, in accordance th Stabilizer Installation auide. REACTIONS. f(lb/size) 2 = 241/Mechanical 3 = 91/Mechanical 1 = 442/0-8-0 (min. 0-1-8) Max Horz i 1 = 170(LC 8) Max Uplift 2 = -180(LC 8) 3 = -11 (LC 8) 1 = -177(LC 8) Max Grav 2 = 241(LC 1) 3 = 113(LC 3) 1 = 442(LC 1) FORCES. (lb) Max. Comp./M x. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASC � 7-10; Vult=170mph (3-second gust) Vasd=132mph i TCDL=5.Opsf, BCDL=5.Opsf; h=22ft; Cat. II; Exp D; ncl., GCpi=0.18; WFRS (envelope) and C-C Exted ° r(2) zone; cantilever left and right exposed ; end erticaI left exposed;C-C for members and forces 8 Iv FRS for reactions shown; Lumber DOL=1.60 plat' grip DOL=1.60 2) This truss h 's been designed for a 10.0 psf bottom chord live load, onconcurrent with any other live loads. 7-1-3 6-2-11 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.55 Vert(LL) 0.19 3-8 >448 360 MT20 244/190 BC 0.84 Vert(CT) -0.18 3-8 >469 240 WB 0.00 Horz(CT) -0.04 2 n/a n/a Matrix -MP Weight: 23 lb FT = 10% 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=180, 1=177. LOAD CASE(S) Standard We!,`ry 6ERMI TEIWS d [DR"�i1GRS NSTf1Mj d19'j A(IiRUID vSMEXr Is" Tnilf.Unile pwre len aadfed eal>.s a/s3shtss Dss!g+Urwhi(l[q, rai th Ae!IuRT. Tab in, I.E. Meow glattarors est Ulless c$w.isr and eatle TDD oa!j Mile mumrpT:e'esAfleoadfork]OD!oit41.IsoirnsNeils [rgleee0.ls,eudgbpler tlsu/hlopIDDsepsesmslesmpa;edlsrpolersiasd q*-u;uspullUttf trIstMips! 04s AeTrnsdgM1toIleTDDadl,naxT.N.NMI:Roassmpnre:.lrceefmdnx:,slitsinne AnthonyT. Tombo III, P.E. isell+hisL:s4rlq gdlfily is l'azresplsiNlit;d!SeU.rresRe Oneiseasri:dlytit er l5e ti leilg Desigttr,9;:x nrlstldsssig(,t5elg:ulsle ll�dlx:Gn,vle¢lrPl-T.Asgpmd onk TOD eduybeldlse r!fit Nit W,dq RM4swelt,i AtUeffu l kern sWts ra resptstv.1.1 80083 h i_YlgDrserl(stlnee.tUa3sse!er,esheiDDrsetnitmrtnwlg.ieerielsdtLt.ilGq(!a•_twemgdery!r.'lmrinR(SIpNlsldl?T71oadSlflutitlXe�dfElpteMlplidllfl.i!eetoi�t;ll:1Ali6lb^eery?TII4SDteiprN.T:Ffi$!f¢J�a:e!(9�TRSSMe1te:R:II.N:ISS 4451St.LueieBlvd. Zse(ltudipaG»rmlpedo.»rilrringkTelilmxll+dniTleiressDlsl EagllurislGT 6riaputs,pa,rrTnss(�Ceaiyirtn!'afinl9a;.Alta atlk:mrreasd3:adlaR41. Fort Pierce, FL 34946 (a ighi 20I6A-1RoofTiasses-An!hanyl.Temha111,P.E. ReprodufloaofIbisdommeni,inanylarkisprabiRf!edsailboatTheseriffeopermissionhomA-I Real Tresses-AnlhoneLTomboIII,P.E. Job Truss Truss Type Qty Ply 71856 J10 Jack -Open 1 1 A0076146 Job Reference (optional) xun: ts.lzu s Dec 112017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:54:25 2018 Page 1 ID:QkG—WX2XIF02AugBvNAdCzRphr-?tbbPOr3O8gpICLZwcOgmPU3CHtVQeiQyM65jZyxUOi 4-9-5 4-9-5 3x6 II l 0-10-8 4-9-5 0-10-8 3-10-13 Plate Offsets (X,Y)— [1:0-2-14,0-0-101, [1:0-0-12 1-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 3-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.03 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 16 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 140/Mechanical 3 = 60/Mechanical 1 = 318/0-8-0 (min. 0-1-8) Max Horz 1 = 114(LC 8) Max Uplift 2 = -106(LC 8) 3 = -14(LC 8) 1 = -127(LC 8) Max Grav 2 = 140(LC 1) 3 = 70(LC 3) 1 = 318(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D; 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) 3 except at --lb) 2=106, 1=127. LOAD CASE(S) Standard Suuq�rinselSwtgHy u?Itr lee'61{90-rIdCSSB{'SEUFI')6(RN!(1EWSd(DlsilDkl(BSTOM4 ElY]'j!.(K.MD3i�viMENP hrn. YeriftltdSs luradtn cAre�eNnw?iisl+css Des!Q DrsriyEfDio�k2 AulceYl. TexS>DirE.Idereae R:sl4'r,�e mt. Ddess r@erris!slslel retleTOD,r�'p i Wetu¢eaeryfesshahheted6r kt iDDlaSt rtlll. batrmt Delp hy7rzu(re,<paelly itSser?r;.t!?url to err lDD reyreseusrtrs¢yl st of lOe yral?itUed eu!eerieg uqu9{Itayhrllelu:{.ael ae szreTnmdy!n!l eerie IDD ally, radu h^Fl. Nast, ministers:1,.11:1. s, seflalimy Anthony11 �: TOmbo 31i, P.E. Cdaat lE l{t3 T2Ssfit lty{aiI6la liIke lefyN!IhIEt It1DeDNlGIEl OYatff6R"e9'6[dFpIIYlit {LIIIIIfj D!!I(re',01k[e1Ri!IE IN Ii(,'�? It, y{M!Ief�{�Sj nEF Pt�rP{I.T{!ry";rmei if lee IDD aid Whorl r!!If!{!Tla!f.NJliII�ES�:l�.f!ifF(F, 195hIINllr I'd Elefl3S{e)iE: ?:!mple?:h, rf 8�083 ' ve, Le :rg Dei�Sae!tod citeri s.A11 re' Is Sit W.to tie IDD sad lie lrcetresatpiddtem it lit 106ty(cay awl Story hornuis$(SO pNisw Ey 1?1 I'd St (A ort'k-oree 5r y-1pdie. 161 ushers 1e restmNi9ies red Mir01?Irest Draper, T:KsDesirs Ea)la!el tlE Tit it PrA#!h!at, taRss � trentu Wittdl ohifwt tWr site 1 ell tries Milled. be Truss CetiaE uur It MCi at Mal Ce!I er, itTrussS a iuet e. no Will . Ole '.�a?6hrus us dedmdItINI. 4451 Stl Lucie Blvd. 7 F N q T 1 4 y M fs'? E{ 1 9 w' Fort Pifr e, FL 34946 (opyrighl02016A-IfoafTrusses-Aothon T.TombsIll,P.E. Ae irsifirdion of This document, in any fork is prothibW without the edtteo persaission hour A -I Roof Trusses -Anthon T.TomhoIll, P.E. Job Truss Truss Type Qty PIy A0076147 71856 J10A Jack -Open 1 1 Job Reference o tional Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Mon Jul 16 13:54:26 2018 Page 1 ID:QkG_WX2XIF02AugBvNAdCzRphr-T49zcksh8SogNMwIUJX3Jd1 ALh9c94zZBOrtF?yxUOh 5-11-4 5-11-4 0 3x6 11 d 0-10-8 5-11-4 0-101 5-0-12 Plate Offsets Y -- 1:0-2-14 0-0-2 1:0-0-12 1-3-4 LOADING(psfl lil SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30. Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.10 3-8 >731 360 MT20 244/190 TCDL 15. Lumber DOL 1.25 BC 0'62 Vert(CT) -0.08 3-8 >835 240 BCLL 0.6 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10A Code FBC2017[rPI2014 Matrix -MP Weight: 20 lb FT = 10% LUMBER - TOP CHORD 1.2x4 SP No.2 3) ' This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a WEDGE rectangle 3-6-0 tall by 2-0-0 wide will fit between the Left: 2x4 SP N .3 bottom chord and any other members. BRACING- 4) Refer to girder(s) for truss to truss connections. TOP CHORD 5) Provide mechanical connection (by others) of truss Structural woo: sheathing directly applied or 5-11-4 oc to bearing plate capable of withstanding 100 lb uplift at purlins. BOT CHORD joint(s) 3 except (jt=lb) 2=141, 1=152. Rigid ceiling dI ectly applied or 10-0-0 oc bracing. MiTek recom cross bracinE ends that Stabilizers and required Ibe installed during truss erection, in LOAD CASE(S) Standard accordance dh Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 188/Mechanical 3 = 79/Mechanical 1 = 380/0-8-0 (min. 0-1-8) Max Horz 1 = 142(LC 8) Max Uplift 2 = -141(LC 8) 3 = -14(LC 8) 1 = -152(LC 8) Max Grav 2 = 188(LC 1) 3 = 94(LC 3) 1 = 380(LC 1) / FORCES. (Ib ; Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASC 7-10; Vult=170mph (3-second gust) Vasd=132mp ; TCDL=5.0psf; BCDL=5.Opsf; h=22ft; Cat. 11; Exp D',Encl., GCp%.18; MWFRS (envelope) and C-C Exte , or(2) zone; cantilever left and right exposed; en vertical left exposed;C-C for members and forces & . WFRS for reactions shown; Lumber DOL=1.60 pl a grip DOL=1.60 2) This truss f'as been designed for a 10.0 psf bottom chord live loa nonconcurrent with any other live loads. Ai;iti4.MutAEa{gM,rrnit,tk•is 100E 110'si•'01116[eslERVIS&r^60D!00S 1DST0y,CUM•;:,(CIC01DSRU-i Ime, 1.4hol, 1—m .4 daMts.1%TiEu hip 11-ill lh lekteyl. Rd,i in fidmi slWWere lit. udt,s div.ist Met it tit mD,m} heiso¢eilgets sell{ E reibrthe TDD la it tdLL 4teirns Denp trCrze(;<.p;i{D;utlu?.;5!sslnorlDOnpsmtetsltP.a;eRllt;rd?E!Itld tRiF!rllEf!g{tERDa(3rI1l ifS�j:lEi Re Ea�FTrl!E{?;!a!i lttltTDDs1!(;ttdtrlPrT. Ttt d?f rt sE!{a;t1lC.lt!�.Frotnatt!, SEaeSni"( Anthony T. Tombo 111, P.E. � tsedrs fsssir{g ttilliE; is lSe res;ntDi!itrdta0ssteR*0.uisc£nittlt,•e9rne ra!6g 0esi;x!,mtx mm�dlu lX,"�!I:,u/tle 6sd lx'f3;nit sallM1l. ile gttC rltielDO ulnTNell ne dfit Tnst.in0sfiwl3lfm}s!E;ge, itfiDAitetd kusS siill4!I;t tcrscid:hd «. 80083 C.dJxrDts ?!!iCM•taal.tureas!tlulhtle TDD{analsmiusm9;!ii!luesdttt6n!agrwaneesdegl»m,H,,( jjlstl,,W4R!a4li(An!:dy!�etffigesna!,,I.!LTe:lee3.e,i!ts;E^.silt,s.i6,lnrlttTuss Dtuper.T!%sBes':pupumlrnssv'aflOE!tcaas 4451 St. Lucie Blvd. :eviuItfedlr010vrd.;ndelAfi,W!erlrtlllwt:Estml iTleO%CulpblilteisICT116111!!Wpef,rrTEt!sS;s?tr.Egim,0myb,dig.rnEmt:la!d!er©smssMAUblrF1'fortPferte,FL 34946 ri hICeP0T6A•1Roaflil, s s-Antboa T Tomhaill,P.l. Re rodntlionofthisdomment,inan form, is mhihitedwithcutthewritteo ermissicnfromA-I RoofTrassesT. Tomb Ill,P.t. ,PY5 Y• P Y P P -AnthonyY• JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I 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 u to 30' Mean Roof Height. P p A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach End Jack's I w/' (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC 0 Attach King Jack w/ (3) 16d Toe ,Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ �;C & BC (TYp) rMrMfflT.nr-M M-407 , " Ms N." I�i amvpnitns.sye[�rsa m iccarakrmr.;eseuenscttGaiNmu}r.>aionc,sa*osta 'AnttianY 71'-6mba111 . . PE. Aeliro ml aj tfisudB.tlnst ir` ;epSas..u, gaetr mx serEfsrJni sGa7 if Cv istpaa5dr?tl 80Q083' f Lillis cr:'fe.nn�oMa4cne¢axd t�iiidshsl s; Orslvsa; lrw z�r��aeeie� asava�fu�ai�;r: ss 4451,St. Wde BIV& ntatiFl, FOit&ierce FL 31?46' ���'Gasses�AErbenyiaeaDoill.P.1: f 1 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 A-1 RPOF TRUSSES 4451 LUCIE BLVD. FORT PIERCE, FL 34946 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1' - 3' MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER R THE PROJECT ENGINEER/ARCHITECT TO DESIG THE CEILING DIAPHRAGM AND ITS ATTACHTO THE TRUSSES TO RESIST ALL OUT OF P!PNE 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 4B' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). 01 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 BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1:IATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE 'FOLLOWING NAIL SCHEDULE. METHOD 2 ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME (SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG NAILING HEDULE: VERTICAL - FOR WI'D SPEEDS 12D MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) 0 LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 31 j ILS SPACED 6' D.C. - FOR WI 0 SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (A CE 7-10) NAIL ALL MEMBERS WITH TWO RDWS 'OF 10d (131'X3 5 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 TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. UKAL TRUSS CTl In STRUCTUfAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE T IJSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR/ STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS � I 1 I JULY 17, 2017 I STANDARD PIGGYBACK TRUSS I STDTL04 1 CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS, A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 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' O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. i ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C.'PLATES 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 TRUSSI ' (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. Arifliny T: Tom4o 111, PZ 80083; 4451 St. Lucie Blvd. Fart°Pierce;] FL 34946 i 1 , JULY 17i 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 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 4 SECURE TO BASE TRUSSES AS PER DETAIL "A". o; 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE I INDIVIDUAL DESIGN DRAWINGS. - 6. NAILING DONE PER NDS - 01. A-1 ROOF TRUSSES 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. 4451 ST. LU IE BLVD. GABLE END, COMMON FORT PIERCE I FL 34946 TRUSS, OR GIRDER l 772-4072.409,1010 TRUSS 1 TRUSS RPYPICUA�BASE TRUSSES VALLEY —'.E ENDMMON , CO iS, OR GIRDER TRUSS TRUSS CRITERIA: SECURE VALLE TRUSS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH W1 ONE ROV OF 10d WIND DESIGN PER ASCE 7-10: 170 MPH NAIL 6" O.C. MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/4" X4.5") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A kmz F i uo ghl<'!vrcx s�`li 001 i1tlL i+'SS(t1"y,6!K'i ipiSdtOt fi s;tOS[�Ny^tt?fl'siR 09;tr (9i'fzru 9srdi (.y;ptrrx�tttrs s@iss:3o�s o+ +s'4'Iss Sss+;a2a,ielttON mdktimcn,Lius uti,t.Lta'�s4eSF�sf6st rs_Ea4ss w'.'ir }hedoa45' ' ralt 8nci• rt ssS��, athisLi?6ldiccl.lisitusEt rq+Exylx,5pnsxT(rrc+c,utsedsm:lE4uyrsukme:ip,ut�!u':fs au�derPas+iu0rapegI£it'aesEry.7aa+lEtsailtirntt�{inimths??�ady'.feJu?t.1.t3idvpiiseitnsi.jagaelrrst,yiit�iry Anthony T:To'mboIII, P:1. WWII.- Tmsloeq;idi4 i5enir,:a es es odinafiiw. srbpgsim3 cIsiawm.[C III, IN i. 11gFI'd ON TO ms mi;Iilin e1he nss, isspd�gSc' p.vSa;i;aso:I1n .d lmq sikm dutttws�it r9 = 6fl083 HCIC Blvd. :n E:'.€cslsirecl [i s U'ntsi sitpsissi&i:Y,ed lkgw`ntt�or.€zsigs �'sste$ry:aatttaFC.l mlxrz-7t�sn,;L.SfjprpSs.Md5y75 m};{�y tsesdnai�si5r irsttdiw::n[i. IPI7dt es ps+Ssgsa:rh':?itserddrain �t,tltG sOtsptc 3iassMsi [xgeer;.da'3sriRudaro: Blvd.''=iit Idly s frond ipediiw c t agF}t0yuhtt mrored�36nYasitrip tr tr is10154YttI�Ps gdr ac i;tsixe(i rr dm txl.Fsg ttl rot is�iumsndAi .tYn4ttd, �453.St� 6 FSrt Pierce; FL 3,..46 °Copdiigf 2itf6J,4RoefTrnsst} Atltooyl.Tos6o114P.f, iepoduttimsoiitisdomrxet,merylasm,isp(dMiedwiih tlthew6flinperm,ur.ofromA-ICiaalttesssx:•Ar,!5osryi,fom:a01.P.E _ FEBRUARY 5, 2018 TRUSSED VALLEY SET DETAIL STDTL06 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 wi 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN �€ DRAWINGS. w 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS SECURI W/( VALLEY TRUSS y II I II II II BASE TRUSSES (TYPICAL) �� 4 Jl �� GABLE END, COMMON TRUSS, OR GIRDER P F 12 VALLEY TRUSS TRUSS (TYPICAL) I I// SEE I BELOW (TYP.) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24" O.C. (BASE AND VALLEY) WS3 (1/4" X 3") WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. ri" r (NO SHEATHING) N.T.S. lablildl.&pdudicaditkdaeu:Deal;iecagf,on"spldihhedw"Aal fwitteoFacriss';¢asomAllo¢f(lusses�AalkaxyTTas4altl,,�.L• A(it5og. T:'+`on;ha III„P.E. "SC0 3� 4451.St, iuci'e'Blvd. Fort Pierce; FL 3444& 1 1\V%.)%.7LLJ VML_LL— 1 %JL 1 LJL 1 P11L (HIGH WIND VELOCITY) STDTL07 a JULY 17,i 2017 �I A-1 ROOF T USSES 4451 ST. LU E BLVD. FORT PIERCE ',FL 34946 ATTA( WIND DESIGN PE R ASCE 7-96, ASCE 7 WIND DESIGN PEltILDING ASCE 7-10: 170 MPI MAX MEAN ROOFEIGHT = 30 FEET 'CATERGORY II EXPOSURE B OR C 'WIND DURATION }DF LOAD INCREASE: 'MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 4" O.C. (BASE AND W SUPPORTING TR SSES DIRECTLY UNDER VALLEY I RUbbEb MUb i BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' -10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING 'PLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL I NOT APPLICABLE FOR SPF-S SPECIES LUMBER. 9 , CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH BOTTOM CHORD H I 0 a FOR BEVEL , BOTTOM CHORD, CLI , MAY BE APPLIED TO EITHER F34CE. FB r CLIP MUST BE APPLIE THIS FACE WHEN I EXCEEDS 6/12 (MAX 12112 P l' e e� r o- ' li . N . m•d . T ' f i r Sb? _ 1 'wl aarty.p. a�.:arq:!}itr'wig'1�3WQIii+:K1(S(it(t3i�:.6(grtp(Clta4S(4MiSDhtDt.�at,t'.ffl (f1 a.i:�.M(ffi`frs r:apdo-s?jeq¢ons#tsmiltttx.fatmas o.3Dttysfrv+ 3 iBG,grf xAmtf. awtG1.P! itE xeSke'6s% to t»gslx'xrtasli#;Eat�t GP„.p #74 awl 1,g0 ONlO#a ito psti:issh la e:xss,..a,'Teo+i,s�s>t?w;.aistauat=(uFrFxi(yascaxrip>na3a?+Gntdcvmtiagw' agaz ps,�c:S�:ta(idea,-.ei~a,aT•vista,p saleaa�rs ut a;3�aTre,: taeapeats+ryi.ni,' ta9eisimpi:,s»u4s Anthony T: Torrbo xd+std vTrss frroete air,s§titspaaiigaimtG»tt,rfalrn'sat�xiitfgretertk snl{vp 9ts.x,asb rtda9ai@alT:,f:elU. mbda tealird5cpx{:I�l.<'y*erm�IFa"rB exfa+;#laa�tdYealnis:wldisgi»E:aystregt csm9caatmiirtEg sEs<St [:tnuata�lt{si- of Ado; .-.reef&aermi4aa'srsetamm�ciWaaau rtmaet snt _E+lixt afsta Usr3 Ib, 'ara51Eer 6!smmae;T[st S; tFtd ep 3tt SNJ, aaiatxr,:alp »trot Brat ifti 3efitsllex sE.:b'1slsaedkNii s{mt Tmss Dis ,.yT:azskE eN9�Tre'is gsrtam?utr,as'nst 80083 T - .."t q t } ? a (D° 4451 St: Lucie 91srd. -s&t�s+ss . elryr(uhais eai+pr�a ii *➢Yjs9lrzrss a6s 3bs m»Gesi{r;tiq¢ars 0lfletai "y Gt sw, v l<:»sS+itm`)lbsnpl �rbtilEaq tFi eih�+li. 3frS snunEat?.+tm <P4C, Fort Fit(Ce, K.3ri946 STANDARD GABLE END DETAIL STDTL08 FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/10d NAILS, 6' D.C. VERI STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL 2X6 SP OR SPF STUDPIGRACE #2 DIAGONAL BRACE (4) - 16d NAILS16d NAILS SPACED 6' O.C. (2) lOd NAILS INTO 2X62X6'SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILEDTO RTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES * WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS (4) Bd NAILS MINIMUM, ROOF 3X4= PLYWOOD SHEATHING TO SHEATHING 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. 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 5. BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM / AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED G' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL ` BRACE (2) DIAGONAL AT BRACES T 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12' O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #31 STUD 1 16' O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4SP#31STUD 24"O.C. 2-8-6 3-11-3 5-4-12 8.1-2 2X4 SP #2 12' O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP 42 16" O.C. 3-6-11 4-9-12 6-6-11 10 8-0 2X4 SP #2 24, O.C. 3-1-4 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER G' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. '�-2 (2) - 10d Ir NAILS TRUSSES 0 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. FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTLIO A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2XG STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORE], SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 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. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF -CHORD INTO EDGE OF STRONGBACK (DO NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10d r NAILS (0.131' X 3') NAILS (0.131' X 3'). NATTACH TO AILS (Ohl- X- VERTICAL ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIA.) USE METAL FRAMING J ATTACH TO VERTICAL L ATTACH TO VERTICAL L INSERT SCREW THROUGH ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) TRUSS f 2X6 4' - STRONGBACK (TYPICAL r' 0' I WALL SPLICE) (BY OTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) 10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) 17, 2017 A-1 H.90F TRUSSES 4451 T. LUCIE BLVD. FORT P IERCE. FL 34946 LATERAL TOE -NAIL DETAIL 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 BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE' -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) IA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 zo 1.135 93.5 85.6 74.2 72.6 63.4 J 16 ' .162 108.8 99.6 86.4 84.5 73.8 .128 74.2 67.9 58.9 57.6 50.3 c> Z 0 .131 75.9 69.5 60.3 59.0 51.1 J N .148 81.4 74.5 64.6 63.2 52.5 i ri I STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE VALUES i HOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICA E DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS EXAMPLEI NEAR SIDE (3) - 16 NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD NEAR SIDE FOR LOA DURATION INCREASE OF 1.15: 3 (NAIL X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY i NEAR SIDE _E MAY Y FROM TO 60° 45.00' m ANGLE MAY VARY FROM 30' TO 60' 45.00' SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE l0° FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDR12 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. 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' OIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. •*� USE (3) TOE -NAILS ON 2X4 BEARING WALL �rs+r USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Sl T TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 .131 59 46 32 30 20 Z O J .135 60 48 33 30 20 vi .162 72 58 39 37 25 J O .128 54 42 28 27 19 O Z Z .131. 55 43 29 28 19 W .148 62 48 34 31 21 J 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 M .148 57 44 31 28 20 TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY I IL NAIL NAIL SIDE VIEW END VIEW I II FEBRUA Y 5, 2016 TYP 2x2 NAILER ATTACHMENT , I STDTLI3 - - Ail — A-1 ROOF USSES 4451 ST. LU IE BLVD. FORT PIERCI FL 34946 772-40E111010 .5 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. 2l��rl Q No. 2x4 SP No. 2 (Min) 0 0 0 0 1.5x4 2x2 SP No. 3 April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS 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 L�� (4) 12d MAX 30"f (2'-6EE) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 r!Sot�.nn5t5m �i nM'/lg:i$R:STS('iEtlE1'k6[5"t4„fiY5.1 t6iDEUMiR �gYy'tgfl tl qGp: Y,dTK hx I!$l dre(p pt- MSiednd 4nn tti5 »54 gd5;{q 4"roTE,eidt"'"$?, 11E4grl ldaan sa,ncat t � t1dY5i Yn5.:it 5.dtdwa5.t:n. ate. Y:iN5Y4xEN4�3.'x1564! N Wd m 41 " 1, rMapfgmti!% $TtcrE,y.E�nnp Ge Mn nTg9erytds tiHn.tfa%tdn wd4q uns3 { 5»'A,'hS Pot d1�e t!t55.] tllm kp�5•sda IId l:3 W, 4YferTN 1. tC4 Gxi.ptfsm,hNS,ind { wd Sted:l7 Anthony T. 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I i FEBRU , I; RY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 I DAMAGED OR MISSING CHORD SPLICE PLATES I I4451 - LUCIE BLVD. FA-1 F. TRUSSES ORT ERCE FL 34946 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 173E 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 END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C �. 0-tv j BREAK W4' 10d NAILS NEAR SIDE 10d NAILS FAR SIDE X' MIN �- 6' MIN ' \001 TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTESI 1. THIS, EPAIR 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 TRUS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE EQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPP RTING THE LOADS INDICATED. 2. ALL EMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND ;ELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE. NO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUS'AL SPLITTING OF THE WOOD. 4. WHEI NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSNING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THISIREPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. S. THIS,REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS STDTL16 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 1Dd COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' D.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. r 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES