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HomeMy WebLinkAboutTRUSS PAPERWORK4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.A1Truss.com TRUSS ENGINEERING BUILDER: RENAR PROJECT: MORNINGSIDE COUNTY: ST LUCIE LOT/BLK/MODEL: LOT:33 / MODEL:WILSHIRE 1800 / ELEV:B2 / GAR R JOB#: 73567 MASTER#: WRMSWSB2 OPTIONS: STANDARD m W 3 �- - g-- c - --- - J` L +c c 3- 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. M TRUSSES I A FLORIDA CORPORATION RE: Job WRMSWSB2 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE Lot/Block: Model: WILSHIRE 1800 Address: Subdivision: City: County: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code!: FBC2017/TPI2014 Design- Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 42 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 Q15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # j Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0129796 A01 10/12/18 13 A0129808 CA. 10/12/18 25 A0129820 FL04 10/12/18 2 A0129797 A02 10/12/18 14 A0129809 CJ3 10/12/18 26 A0129821 FL05 10/12/18 3 AO129798 A03 10/12/18 15 A0129810 CJ313 10/12/18 27 A0129822 FL05GE 10/12/18 4 A0129799 A04 10/12/18 16 A0129811 CJ5 10/12/18 28 A0129823 FL06 10/12/18 5 A012980b A05G' 10112/18 17 A0129812 FG02 10/12/18 29 A0129824 FL07G 10/12/18 6 A012980,� A06 10/12/18 18 A0129813 FG03 10/12/18 30 A0129825 FL08 10/12/18 7 A0129802 A07 10/12/18 19 A0129814 FG05 10/12/18 31 A0129826 FL69 10/12/18 8 A0129803 A08 10/12/18 20 A0129815 FL01 10/12/18 32 A0129827 FL10GE 10/12/18 9 A0129804 A09G 10/12/18 21 A0129816 FL01GE 10/12/18 33 A0129828 FL11 10112/18 10 A0129805 B01G 10/12/18 22 A0129817 FL02 10/12/18 34 A0129829 FL11A 10/12/18 11 'A0129806 B02 10/12/18 23 A0129818 FL02GE 10/12/18 35 A0129830 FL11GE 10/12/18 12 A0129807 B03G 10/12118 24 A0129819 FL03 10/12/18 X A0129832 HJ3 10/12/18. The truss drawings) referenced have been prepared byMTek Industries, Inc. under mydrectsupervision based on the parameters provided byA 1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license reniu el date for the state of Florida is February 28,2019. NOTE -The seal o I thesedrawingsindicateacceptanceofprofessional engineering n�ponsbTdysolely forthe truss components shown. The suitabirrtyand, use of components for any particular burlding is the responsibility of the building designer, perANSUTPI.1 Sec 2 The Truss DesgniDrawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at timesas'Structural Engineering Documents) provided by the Building Desgnerindicatinig the nature and characterof the work The design uiter6therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses Or' specilic location]. These TDDs (also refened to attunes as'Structural Delegated Engineering Documents) are specialty structural component designs and may be part of the projecrs deferred orphased subnf talc. As a Truss Design Engineer(i.e, Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering Anthony T responsbTityforthe design of the single Truss depicted on the TDD only. The Building Designer is responsible forarid shall coordinate and review the TDDs for compatbaitywithjtheirwrittenengineering requirements. Please review all TDDs and all related notes. 4d36b989999e20a51b6cde8.e Page 1 of 2 A-1 ROOF -= TRUSSES A FLORIDA CORPORATION' RE: Job WRMSWSB2 No. Seal # Truss Name Date 37 A0129833 HJ7 10/12118. 38 A0129834 J413 10/12/18 39 A0129835 J7 10/12/18 40 A0129836 VM02 10/12/18 41 A0129837 VM04 10/12/18 42 A0129838 VM06 10/12/18 43 STDL01 STD. DETAIL 10/12/18 44 STDL02 STD. DETAIL 10/12/18 45 STDL03 STD. DETAIL 10/12/18 46 STDL04 STD. DETAIL 10/12/18 47 STDL05 STD. DETAIL 10/12/18 48 STDL06 STD. DETAIL 10/12/18 49 STDL07 STD. DETAIL 10/12/18 50 STDL08 STD. DETAIL 10/12/18 51 STDL09 STD. DETAIL 10/12/18 52 STDL10 STD. DETAIL 10/12/18 53 STDL11 STD. DETAIL 10/12/18 54 STDL12 STD. DETAIL . 10/12/18 55 STDL13 STD. DETAIL 10/12/18 56 STDL14 STD. DETAIL 10/12/18 57 STDL15 STD. DETAIL 10/12/18 58 STDL16 STD. DETAIL 10/12/18 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. a Page 2 of 2 Job I Truss Truss Type Qty Ply A0129796 WRMSWSB2 � A01 Common 3 1 �RENARMORNINGSIDE Job Reference (optional) A-1 Roof{Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:21 2018 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgygva-Q?ISxbOxIGsE5DFIHsNRD1 kgSztNXkgSdkfapxyU64S 5 5 8 13-4-0 21-2-8 26-8-0 1 4 0 5-5 8 1 7-10-8 7-10-8 5-5-8 4x6 = 6.00 V2 3x4 = 3x4 = 46 = 3x4 = 3x4 = Dead Load Defl. = 3116 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.33 8-10 >983 360 MT20 244/190 TCDL 10 �0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.48 8-10 >661 240 BCLL 0 ;0 " Rep Stress Incr YES WB 0.43 Horz(CT) 0.06 7 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS Weight: 122 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORDii Rigid ceiling directly applied or 5-8-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 7 = j 984/Mechanical 2 = I 1073/0-3-8 (min.0-1-8) Max Horz 2 = 123(LC 11) Max Uplift 7 =-256(LC 13) 2 =-291(LC 12) Max Grav 7 = 984(LC 1) 2 = 1073(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.) TOP CHORD, 2-3=-1849/1246, 3-4=-1559/1050, 4-5=-1446/10071,5-6=-1567/1080, 6-7=-1861/1258 BOT CHORD 2-1 0=-1 035/1632, 10-17=-455/995, 9-17=455/995, 9-18=-455/995, 8-18=-455/995, 7-8=-1049/1646 WEBS 5-8=-328/574, 6-8=-470/529, 5-10=-314/565, 3-10=-461/521 NOTES- 1) Unbalanced roof live loads have been considered for this design. I 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 7 and 291 Ib uplift at joint 2. LOAD CASE(S) Standard I meetP(ease pniep7lt!pttat pr'1;tbdfitUSSEStiBtrt'„EiMarllE[kStiDeD:7t0Y{tLSfCY;'p1±[iiltlPOiIEDeY97'ba. rndrlssaysr±ewS atrt±i Wet stpis$ru Ws,p[ersiy(dle>itSefT.i±sir W,PLttteret!Aeetltlerrn Uuss a'dnris±sm!An9fT'd,±ah Niiettmxtp, rids tlar lessedtx9alb;ple tCit is±L±±s reua �ia±er{a,SletKnryEvymnl,tk sad u,zt lSJ,t tuesmxttpna:u�rsttessmte�s±uiy,espua'drh, 6t 4tipdnt sat!ti,ns i�Lhdea':.t1 Dade, nle lrLi. razitsip rsnapma':m9at raient;:e"dt5!r Anthony T. Tombo 111, P.E. u,u&INorss"Alwriatis dY.n:t±as:a'ardpe C+ttc,pa Grays afaiAgtOu",.tt rk7 t4ti,-t,ppa!tt±pdih ltL 6r 6tand8eind vdfuy tasrlB 1. TN gpttilzib±irA ar at ee8rudt4 in±f=u,z3y latliq.smcpt,s9 �'vual4±t6f sS±lll±n±tetr>asmdnd 180083 zl� tie)alto, Pesiptr mlGeatrnr. tAaassW Wgpr ii, ce6xp±r_m wits 'sndMte ro-ry. nealiat#}pra,s4seil'SI]ry»!f ll7 ifl eclSlrA ce;±Sremlte 6emdpitate. Iril dda,spa,esry±tdi@`±s a�lamdStTtss±Gtflmtt,'ru tn�Itgeeu nl irntMadsC+e,ta+x!s 4451 St. Lucie Blvd. 'rRn.iu MetdhtG±§x!rtteedgtshsidagho;ltaiiti p+drd.tla last lksipEermiisrStpt Mldnq 6tsiptr,ei,nt Srslea Evlattdaq 6eiiNy. Litgiiaii�N ixascusk6uliviflt. {epyriI4W2016A-I Roof husse;•Anthony Llombe111,P.E. Rtpreduttionofthis datament,inDay tarm, ispmhib4dx•Siboutrbewrirenpamissionfrom A-iknot hoses-AmbanyLlamba111,P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 A02 Hip 1 1 I A0129797 A-1 RnnfTnsccPs Fnr}PicrCe FL 34946 d 1t Job Reference o tional I eslgn ,a russ.com Run, 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Oct 12 17:17:22 2018 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgygv8-uCsg8xOZ3Z 4jNgUgaugmEHtuNCFGCwcrOP7MNyU64R 13-&0 }' -1-4-0SS9 13-M 1 21-2-7 26-M 28-0-0 1 4-0 5-5-9 7-6-7 014 7-6-7 5-5-9 11 5x6 0-4-0 6.00 12 5x6 = 3x4 = 3x4 = 4x6 = 3x4 = 3x4 = Dead Load Defl. = 3/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.34 11-13 >940 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.50 11-13 >641 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(CT) 0.06 9 n/a n/a BCDL 7.0 Code FBC2017ITP12014 Matrix -MS Weight: 123 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1071/0-3-8 (min. 0-1-8) 9 = 107110-3-8 (min.0-1-8) Max Horz 2 = -117(LC 10) Max Uplift 2 = -289(LC 12) 9 = -289(LC 13) Max Grav 2 = 1071(LC 1) 9 = 1071(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1840/1228, 3-4=-1552/1036, 4-5=-1443/1057, 5-6=-1008/877, 6-7=-1443/1057, 7-8=1552/1036, 8-9=-1840/1228 BOT CHORD 2-13=-964/1622, 13-20=-417/1008, 12-20=-41711008, 12-21=-417/1008, 11-21=-417/1008, 9-11=-978/1622 WEBS 3-13=-461/510, 5-13=-305/558, 6-11=-305/558, 8-11 =-461/510 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1..60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 lb uplift at - joint 2 and 289 lb uplift at joint 9. LOAD CASE(S) Standard Grdg-llatetlre>)llTSni3rtse'td rDOf 117SSrS1'SELLFf'I6f6illll[rNSd[OFWfIAfi1f0.'TDX(klrJ')!(IpCA2FAasIEX1'ftrc. ferCrd3dp roe�de35 mdreM ek3iat3isU€si0nigag3niyff4flyed!61di°rl. rexleLl rE ldereaze4H!tahee ne. Odn3 dknise slddnHeIDU,uey w(elaSn�ter r:n33ldl!,e3dn3!�rroto sardd.11971n3 oesgerbnepti wilnyTH.pninsampmadMpd:ss!ad upolnusru3Waptr IN dul'Idth S4eT°ssey10e1 eonetDDaq,e-eual. nvax�paesr�3pue3,Ird:0aa3dnea,smaUry_ rAoAnthonyT.TombolII,P.E- sedrii Nnfireg101i3gBlkresrn3ldlatdt�0"u,r.awarscd53vdegWClieWE.10Wpsr,aremondV2 K,83L:ad°elet%lainuhaIMI.'leggn3ddlM!Oheiln!°efenedd3Tntt,hdrtiala!'i;sh;qe,i3shlldinudkn�s4illMfh3nspevld3rd II 60083 Iardaag0tsda:w(L1:laJ!. AF Isalai Jth TDD nl lk pxtaSas pd!hnd°_ hilig(.1mm Sdeq tiem�n,,W,,,J.H.l 4TM WSKlrerdaaa$'.p—lge'�ALTY!GSae�:ee3tr6:N11e3WECJtl ft.0RS Dedpr,Tmallo�.]re, laalT°3f 1113de^!!r, R'RSS e33MaIdu32lro[e9:e4ea4e30 r g gDedg3a,erinsssye3aT.epeendoTlnTSg.mr4eaea0;°saeardtdanFl. 4451St.ILucie Blvd. 2C p N vdA3T IT dl m:es lndai 713T°ss CedzE ieru ltrGTCerd!ra (appighl02016A-IRoofT3usses-AmhanyMomhaIII, P.I.Reptedodiaoclibisdomment,incoy feroyisprobihiledwithaorthewritten permission hem A-1RoofTrosses-AethonrT.Tombo111,P.E. Fort Pierce,FL 34946 Job Truss Truss Type Qty PIY RENAR MORNINGSIDE A0129798 WRMSWSBI2 s A03 Hip 1 1 Job Reference (optional) A-1 RookTrusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:22 2018 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgygv8-uCsg8xOZ3Z 4jNgUgaugmEHuoNA5GEOcrOP7MNyU64R -1-4-0 7-5-9 11-0 0 15 8-0 19-22 7 26-8-0 28-0-0 11l 0 7-5-9 3-6-7 4-8-0 3-f 7 7-5-9 4x6 = 4x6 = 4x4 = 3x4 = 4x6 = 3x4 = 4x4 = 11-0 0 1 15-&0 1 26-M Dead Load Deft. = 5116 in 11-0-0 4-8-0 11-0-0 LOADING (pslf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.36 9-17 >885 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.68 9-17 >469 240 BCLL 0,0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.05 7 n/a n/a BCDL 7.0 Code FBC2017ITP12014 Matrix -MS Weight: 119 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD; 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance .with Stabilizer Installation guide. REACTIONS! (lb/size) 2 = 1 1071/0-3-8 (min.0-1-8) 7 = 1071/0-3-8 (min. 0-1-8) Max Horz 2 = -101(LC 10) Max Uplift 2 = -276(LC 12) 7 = -276(LC 13) Max Grav 2 = 1071(LC 1) 7 = 1071(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown., TOP CHORD 2-3=-1664/1077, 3-4=-1373/952, 4-5=-1169/866,5-6=-1373/952, 6-7=-1664/1077 BOT CHORD 2-11=-781/1438,10-11=-490/1169, 9-10=-490/11'69, 7-9=-789/1438 WEBS 3-11=-435/429, 4-11=-252/425, 5-9=-252/425, 6-9=-435/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 2 and 276 lb uplift at joint 7. LOAD CASE(S) Standard icedy. ne+:enene¢ryredrsfn •na tgeE nussn(uuEr1(dWnet ntns a rotian(es (Dsrani D(iff; uuea,�surgr hssi TnEy Srdp {asadm s>Irecl eds � ta;sl+ns De:�ama>iyin� a ry IenserT. TesuDt r.L tde�e uMM'sa me. udr,: enenW ndel wnemD,�q �MlTskasn:nr{:6es sidlNsseltu tk ilDhH,dll. iseTrns Deli{vrrylrsEr{I2,5}enstl{E<auer;,as•dnerlDD rzprnedsnvnpcaecs:se{rslnvord sg emp rzgnsilanrkne les'.poct ne sa ernst le{mee renetDD tdr,uteT?Fl, lte i:s:7r mvupires, lydarsatlnx:.smdilrr Anthony T. Tombo III, P.E. el ssedfis imt5•sy kityislxas{x!nsGtrdns D•i+r-ne0raissasmd spi r.tietelfiyDsi{ar,z Nmeendtat n65s 1K.ifi, hd W%mal+ w r6l. Ihq}n'd1WDDs I fassedneTnss. hdefiq laiq a;y+. hshDdusedkssigsidlHt nygtiS'Iyd =80083 MtiltTDes�g2:uditCsch.INulsMen INTO Wrnp�of{e asedoesdnekl6y(*VAM eth'.emNR(a,SP{,llisWd ? ANSKI a:tdyem34Ipmlgsln`lClh'me�arngadlaes�,lb1ad9tles:Ded{ur,r:ns9es;,BgnnmsrnssgMs:a:v;axrz 4451 St. Lucie Blvd. de.i%edikiyo Cited sped sps h xniq 4 dl{nt."h+:asei neTnss r+daEg3.r is ADS ne klat Desipm,rtT.�ss Syom Eglw0.ayWAI. sn uptdnsanms ueas detodhRFl. Fort Pierce, FL 34946 I(optTight©2016A-IRoafhosses-Anihanyl.lomhoIII, H. Reproduoianofthisdocument,inany fmm,isprohibiedwithmnthe wrinenpermission hem A-1RoofTrasses-AnthanyT.TomboIII, P.I. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 A04 Hip 1 1 A0129799 A-1 Rrsnf Tnv cgpq Fnrt PI.— PI geoda .(eel — ------ — Job Reference (optional) .. ..—... ...-- .—, ,.. w. ,,, o.-.—a,vay ,oc —m. UK if 48 = 4x6 = 4 Inc. .1-n Oct 12 17:17:23 2018 Pagel KPhOHPvlSp3YnZA?ibl418hugyU64Q Dead Lead Deft. =1/8 In 6,00 12 1.5x4 \\ 1.5x4 3 6 3 T 0 1 v ao 2 yj1 7 r? i 8 Iv 11 10 s O 3x4 = 3x4 = 3x6 = 3x8 = 3x4 ' = 9-0-0 17-8-0 26-8 0 9-0-0 Plate Offsets (X,Y)= 12:0-0-8 Edgel [4:0-5-8 0-2-4j [7.0-0-8 8-8-0 Edge] 9-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.15 11-14 >999 360 MT20 244090 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.30 11-14 >999 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.15 Horz(CT) 0.06 7 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS Weight: 125 Ib = 10% LUMBER - TOP CHORD 2x4 No.2 `Except` Tx 2x4 x M 30 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) BOT CHORD 2x4 SP No.2 o. Vasd=124m h TCDL=4.2 sf; BCDL=4.2 sf; h=22ft; P � P P WEBS 2x4 SP No.3 Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) BRACING- and C-C Exterior(2) zone; cantilever left and right TOP CHORD exposed; end vertical left exposed;C-C for members Structural wood sheathing directly applied or 3-8-2 oc and forces & MWFRS for reactions shown; Lumber purlins. DOL=1.60 plate grip DOL=1.60 BOT CHORD 3) Provide adequate drainage to prevent water Rigid ceiling directly applied or 6-3-8 oc bracing, ponding. WEBS 4) This truss has been designed for a 10.0 psf bottom 1 Row at midpt 4-9 chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required 5) This truss has been designed for a live load of cross bracing be installed during truss erection, in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation guide. rectangle 3-6-0 tall by 2-(I-n wino will fit hPtwPon rho REACTIONS. (lb/size) 2 = 1071/0-3-8 (min. 0-1-8) 7 = 1071/0-3-8 (min.0-1-8) Max Horz 2 = -85(LC 10) Max Uplift 2 = -260(LC 12) 7 = -260(LC 13) Max Grav 2 = 1071(LC 1) 7 = 1071(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1730/1084,3-4=-152311011, 4-5=-1343/950, 5-6=-1524/1010, 6-7=-1730/1084 BOT CHORD 2-11=-801/1500, 10-11=-614/1343, 9-10=-614/1343, 7-9=-813/1501 WEBS 3-11=251/289, 4-11=-149/397, 5-9=-146/396, 6-9=-251/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 2 and 260 lb uplift at joint 7. LOAD CASE(S) Standard 6'n,iel-flemetlmyHrrmh+fx'dd IDDFROES( UIn OEl!(RINSb(if"AIIGAS(DS70N('0.9rJ'jIQrCA',4^SMEN'InatiTe,�hdpt°eadm ed adcdnpisisLns Des gs 0rsvis7{IL4;ed Rs Iet4arT.lw:hAl,ti MnaefledteSuns. Ddns Aker+ise skidndelOD,my ATek=nrI'e*slAtIndm rcerau h OIL is eunsonge(ow(LI.STJO EepanyneWe. nyM.peng—erm-pa do, e vdfie:toernss aym,I n1i,TDDn1y,WON. Trsk;p,etm.pues. ledapenene.,,"okliq Anthony T. Tombo Ill, P.E. W—Mis TattTrruf ldldiee is tk«srxsikllmdns O�ner,ne Onnseaa:rsdyT9 r, I�Idllisl Desilnr,91'xexhddla li(,SsR(ad8, brd ka'{.aDnie¢lrt4l. Ile gpesetdsh lDD,ad en fieNmdtieTnss. ,(iq la�ey ss;ge, l,shildiuul lnr dills P.s aslmsy!Md t80083 ZtatrratDes!rrditaDeM�.muhsidtxeMelDDedlupmrtesmslsildaesdtlsGtlGqfeataWSderyMmEna;tafµntsk!(rinrdSlfAeurclemsMTenml�nilaelYlleus3enspMs:'SDaies[eSdnssR�eLruDedpa.T:essks Fnguwul(msdMeawm,scesz 4451St80083Lucie 81Vd. eRerriu Idi,d iro{rd:ea ryrd epe nvrmg IT dl rm,n Indus IleTass Des:aEgaurls pCi (k radar Desireer, wT.�s Ssx+ta FaMter dar InISq. 1!I alln!Ohros can Idtd 13T111. (applibi02016A-ItoofTrusses-AatbanyT.TomboIll, P.E. Feprodanionoftbisduumetd,inanyfuAisprobibitedwitboutthewtineepermissionfiomA-1@aDlTrasses-AmbonyT.TomboIll,P.L Fort Pierce, FL 34946 Job Truss Truss Type City RENAR MORNINGSIDEWRSWSB2 A0129800 -1A05G Hip Girder 1 �PIYIVI1 Job Reference (optional) A-1 Roof4Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:24 2018 Page 1 I D:OMsTuGzQH5ifu 1 T6OcPcrgyCjv8-qa_bZcQpbBEoygzty?w8rfM93BwPk4CvJhuEQGyU64P 1 4-0 740-0 13-4-0 19-8-0 26-8-0 28 0-0 1 4-01 7-M 6-4-0 6-4-0 7-0-0 14-0 Dead Load Defl. = 3116 in AvA — 3x6 = 1.5x4 11 5x8 = 1.5x4 11 3x6 = 13-4-0 LOADING (psf) SPACING- 2-M CSI. DEFL. - in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.98 Vert(LL) 0.22 9 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.40 8-9 >802 240 BCLL 0.,0 ' Rep Stress Incr NO WB 0.51 Horz(CT) 0.12 6 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD- 2x4 SP M 30 BOT CHORD, 2x4 SP M 30 WEBS 12x4 SP No.3 BRACING - TOP CHORD' Structural wood sheathing directly applied. BOT CHORD Rigid ceiling Oirectly applied or 6-9-8 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 = 2096/0-3-8 (min. 0-2-8) 6 = 2096/0-3-8 (min. 0-2-8) Max Horz 2 = j -69(LC 25) Max Uplift 2 = -708(LC 8) 6 = -708(LC 9) Max Grav 2 = 2096(LC 1) 6 = 2096(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown., TOP CHORD 2-3=-4007/13,36, 3-17=-4622/1619, 17-18=-4622/1619, 4-18=-4622/1619, 4-19=-4622/1619, 19-20=-4622/1619, 5-20=4622/1i619, 5-6=-4007/1336 BOT CHORD 2-10=1161 /3503, 10-21=-1160/3523, 21-22=-1160/3523, 9-22=-1160/3523, 9-23=-1111/3523, 23-24=-1111/3523, 8-24=-1111/ I523, 6-8=-1112/3503 WEBS 3-10=0/609, 3-9=-522/1343, 4-9=944/613, 5-9=-522/ 1343. 5-8=-0/609 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=22ft; Cat. II; Exp B; 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 708 lb uplift at joint 2 and 708 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 Ib down and 249 lb up at 7-0-0, 118 lb down and 129 Ib up at 9-0-12, 118 lb down and 129 lb up at 11-0-12 118 lb down and 129 lb up at 13-0-12, 118 lb down and 129 Ib up at 13-7-4, 118 lb down and 129 lb up at 15-74, and 118 lb down and 129 lb up at 17-74, and 240 lb down and 249 lb up at 19-8-0 on top chord, and 310 lb down and 70 lb up at 7-0-0, 77 lb down at 9-0-12, 77 lb down at 11-0-12, 77 lb down at 13-0-12, 77 lb down at 13-74, 77 lb down at 15-74, and 77 lb down at 17-7-4, and 310 lb down and 70 lb up at 19-74 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=60, 3-5=-60, 5-7=-60, 11-14=-14 Concentrated Loads (lb) Vert: 3=-192(F) 5=-192(F) 10=-310(F) 9=-113(F) 4=-236(F) 8=31 O(F) 17=-118(F) 18=-118(F) 19=-1 18(F) 20=-1 18(F) 21 =-56(F) 22=-56(F) 23=-56(F) 24=-56(F) PLATES MT20 GRIP 244/190 Weight: 121 lb FT = 10% I ��°d`t.fln:e1 egHreesle tie daIMF rrmrsrsrnul,ssouarunst 8e Dol WTetce¢r:arjtts sidR: esedtnr&nUwksail betrns Desge Gps:n{te.sKimtruinv;.>f3 seJ re ormnrepe:mcAaupaednspsnnd:ge,ngrn�mnl`::men:uraree sx¢emss eer:nN renetoo oaf, nsarr4i. maecp xrmp�w,od:etusanu,. s.naimr Anthony T. Tombo III, P.E. cJ eAdfiu inn3r u71rilfirgis(Serestun'tilmd(kOrnr.PorO.vis:�y-udrW �rle lu(O:rPesiiwr,mlSt cwRadtie aL IS:aetle bmlzlxiner nllFFl. le NrnrCdlk iPDdo. sell rn ddeTms.h7:5gS ;sm�e, i:sMtlin witmir sSil t+N�rt:f atiS:tsrd 280083 tit. Itlx; Drs I d(krma.EP.rstsWINssthMrAlutmorsesmfridand1hWe"(eercaemseettevrain'IOI;ptist*14M WSSUmrdaead'eFare. pduelFNkSgsaemse�!Siims®i65nY>8:lnsDeapn.LnsBesir+6gxnalrnsstl.Mrrt�er;a:!es; 4451 St. Lucie Blvd. e3tniuedwN lro G920 epeN oseehwaay lJdltufn ineieei rlernss r:sh�Esjienris eaT eaiilaa Cevpa,ninss S)slea Ehirsadnr btlAq. dapilmit tressdd esibVIt1. Fort Pierce, FL 34946 (opyriaht(fi2016A-I Rod Tresses- Anlhonyl.TomhoIII, P.I. Reprodudionofthisdomment,inanybrm,isprohibitedwithoutthewrinenpermissionhomA-)RoofTresses-AnthonyLTombIII,P.E. WRMSWSB2 IA06 I Hip 18 2( 0:0ME 13-8-0 5x6 0 5 8 = 6.00 12 s May 18 NGSIDE A0129801 nal) r i lustries, Inc. Fri Oct 12 17:17:24 2018 Page 1 7bBEoygzty?w8rfMCOBu�Ck5A � huEQGyU64P 26 8 0 28-0-0I Dead Load Defl. = 3/16 in 3x4 = 3x4 = 4x6 = V 3x4 = 3x4 = 8-6-6 18-1-10 26-8-0 Plate Offsets (X,Y)— 8-6-6 [5:0-3-0 0-2-01 [6:0-3-0 0-2-01 9-7-4 8-6-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP i TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.34 10-12 >940 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.50 10-12 >643 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horc(CT) 0.06 9 n/a n/a BCDL 7.0 Code FBC2017ITP12014 Matrix -MS Weight: 121 lb T = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 2 = 1073/0-3-8 (min.0-1-8) 9 = 984/Mechanical Max Horz 2 = 121(LC 9) Max Uplift 2 = -289(LC 12) 9 = -254(LC 13) Max Grav, 2 = 1073(LC 1) 9 = 984(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1844/1237,3-4=-1557/1044, 4-5=-1448/1065, 5-6=1013/886, 6-7=-1456/1074, 7-8=1566/1053, 8-9=-1857/1249 BOT CHORD 2-12=-102511626,12-19=-465/1013, 11-19=-465/1013, 11-20=-465/1013, 10-20=-465/1013, 9-1 0=-1 039/1640 WEBS 3-12=-461/510, 5-12=-302/557, 6-1 O=317/567, 8-10=-470/519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=22ft; Cat. II; Exp B; 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.A MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 lb uplift at joint 2 and 254 lb uplift at joint 9. LOAD CASE(S) Standard NVAq •Pmst tv!Igflrndl. t4'!d rg7T 1rgSs151'SHC9'} EE1114I'M t CC6GNMi:UitOY; lgtp jAIr17'1717D?4?5rlero. rvdrltupysetdas al nIlecns tst4s toss brsip kerigj7glgeslsst W.roefl1. halt N,P.F. tdvew! Redldutay.. Up&ss ov.1 s Sold aNrpo,Id! :aTb Ehittrmzseht rides sldlMtstd hsfSeih trhlslid is alnss hsulit, Sr,dil Eryaevl,He sed.01 fc mans. sogomta i6rrdnsi wp tvr�tesreeu3:19rhr lbdssipdtil INN T.,kTF.' m§n6, t7u➢ WfflnL Nhsipso-r. m,l ales: ww-h �amedmslmspr�rr yts anrp, a'.,rydi�!on, rtgse srdu:rr3:redu�ad : ;e: „mmttetad!!ncmivad�elntlsliieoT ekcasl!u.Ts Awltd l D! egbtUmednel°ss,mr aalltr dagt,e: ^namber�tstgb,a,n: ma a Anthony T. Tombo III, P.E. h fuloolS4dpFr0tledwss'. I9dtSSdMOiSi7L=JCQBt'r!C°Sitlrti IE3!dMLTKgIOSjdNLLSdd(IdtlBA+iiSi.Sllei 5k(T!7FIUSSrIARiIdNMNt%!iWdpllOa(RLI:dC3filt(fijASLiI".-:ti®S�iX3tI,'31T!fiSCEL' 80083 gar,L,ss MsrpLt;tlw atimssiadsdrv,o&ms 4451 St.,Lucie Blvd. tLWestldntl trl[t!hxt tptN gsir n'mr4y o", pdin h!d!el.letLms astpT,tmrts�at°ttdtaar gesiy,tr,s isms into G;iardnl hAdq. L7tgiMsti h;ws trtnleAetl �t 7TF1. (epydgbi02016A-IRoof 6usses-ArthanyLTemba[ll,P.E. Repreda°ionalibis domment,inany lorm,kpsobibltedwiibouthe wsitleaPermissionkomAIRoo] Lasses-AaihoeyLTomb III, P.E. Fort Pierce, FL 34946 Job ' Truss Truss Type Qty Ply A0129802 WRMSWSB2 A07 Roof Special 1 1 �RENARMORNINGSIDE Job Reference (optional) A-1 RooftTrusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:25 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygvB-JmYzmyRRMUMfagY3WiRNOtvNmbl3TbA2YLdnyiyU64O 26-8-0 7-5-9 11-0-0 15 8-0 18-0 4 19-2,8 22-56 24-8 2 , 264 8 , 1-4-0 75-9 3-6-7 4.8-0 2-10-4 3-2-14 ' 2-2-12 ' 1-8-6 038 4x4 = 5x6 Dead Load Defl. =1/4 in 4x4 = 3x8 = 3x6 = 3x4 = 6x8 = 18-6-4 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20..0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.31 13-16 >999 360 TCDL 10'0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.59 13-16 >546 240 BCLL 0:0 `. Rep Stress Incr YES WB 0.21 Horz(CT) 0.05 10 n/a n/a BCDL 7"0 Code FBC2017ITP12014 Matrix -MS LUMBER- ' TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc puriins, except end verticals. Except: 1 Row at miclpt 6-8 BOT CHORD Rigid ceiling directly applied or 6-10-11 oc bracing. JOINTS 1 Brace at Jt(s): 8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordancelwith Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 976/Mechanical 2 = 1 1073/0-3-8 (min. 0-1-8) Max Horz 2 = 211(LC 12) Max Uplift 10 = -253(LC 9) 2 = -268(LC 12) Max Grav 10 = 976(LC 1) 2 = 1073(LC 1) FORCES. (Iti) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-167011628, 3-4=-1380/904, 4-5=-11761843, 5-6=-1314/852, 6-7=-1361/933, 7-8=-1469/1029, 8-10=1471/1023, 9-10=-251/146 BOT CHORD 2-13=-1050/j441, 12-13=-726/1170, 11-12=-726/1170, 10-11=-933/1399 WEBS 1 3-13=-386/424, 4-13=-235/407, 5-11 =1 23/327, 7-11=-332/294 I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=4.2psf; h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 10 and 268 lb uplift at joint 2. 8) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 149 Ib FT = 10% X`Na+p 1`:nN$awpitp!NN.f4'A; IDOf iIdSSESi SR!(r'„ DiXTUI l(ttlS 1(➢X➢TtDNS (G'irLY "tUEt j:Gf[iiY1EDcYiSr fra radrkuprataNUS a/ «si edn ttlFis (tits Otil� tarriq{IDD)es15:4D»(1.AaN ID.P..rdeteet! ifetl ldeseese. IiMs!sa��.is(..srthOq&t i0, uh, Wr[IIALtiiV pldts SltXlf Kella&1I,r'NMIvtiL As 01ms tFk^pfzpHrli,. r![3:ry 56}9!i1�; Pcl I'd lam r.Yl! Pumlei caierq luea!�! D'dlt4`f2 S�jMejfnpfLg�j kit M lof 626P "Illms rrL14"Iti:':I I*, We]fit. TM Itt i 6iRfems,.wf.y O4o u,S dbty Anthony - eeT. Tombo 111, P.E. dsedrbs lrss III my ki'4'nstmlirpdill0m!6Da's tokud qeN$1WNDtt.�,Nfi,liduddillt4Sl(WNb!d>r4116.piPr. 80083 ' tilt 7tupMilga lxl(lmaAr. AD.1,tIII 14.1%rDlattrapleatsell rsdtsllsddeir.Ew(nspNtaSdN(MNacm(T.STIp,aa9ttir ifi d Sr(Aae e-4b.,J-dpfize RFlpz�mss§t!ttpmdiL:nadl.ond5t irsu,r,:Qas,Nxs tes+pl tepulu aiT,rnsYndo[ N,�tst 4451 St. LUCIB Blvd. %lQtruiu t#itttl lretNhxllQedrya is srig6ta?petittMd!N.ik(ms6lsin Feyxt!is[5[NtIN1ap,a imsS(deat�btadNr kilbe{, Gupiulr±l N;a; ctn t!611e i17al. Fort Pierce, FL 34946 Uptight Q2016A-1Roof Trusses -ArtbonyT.lombe111,P.E. Aepioda(tioaofINsdetnmm,incoy Imm,isplobibitedwithout ]be w!meopemission[rum A-iRod busses -Anhanyl.Tombo111,P.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 A08 Half Hip 1 1 A0129803 Job Reference (optional) F 4x6 = 3 r.o.r. o.c 1U' 1 ID.OMsTuGzQH5ifu1T6OcPcrgyCjv8 JmYzmvRRMUMfagY3WiRNOtvOHbd9TQs!2YLdn 3x4 = 3x6 = 4 5 Dead Load Defl. = 3/16 in 3x4 = 1.5x4 II 6 7 6.00 12 lv 2 2 sl+. 1LLIL 2 11 10 9 4x4 = 3x4 = 3x6 = 3x4 = 68 = 9-0-0 17-10-0 26-8-0 9-0-0 8-10-0 8-10-0 ! LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.27 11-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.39 11-14 >815 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horc(CT) 0.05 8 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS Weight: 132 lb " I = 10°/a LUMBER - TOP CHORD 2x4 SP No.2 `Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 979/Mechanical 2 = 1067/0-3-8 (min. 0-1-8) Max Horz 2 = 207(LC 12) Max Uplift 8 = -311(LC 9) 2 = -249(LC 12) Max Grav 8 = 979(LC 1) 2 = 1067(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1615/886, 3-4=-1352/912, 4-5=-1215f724,5-6=-1215f724 BOT CHORD 2-11 =-91 1/1342, 10-11 =-978/1477, 9-10=-978/1477, 8-9=-558/843 WEBS 3-11=-63/366, 4-11 =-313/1 90, 4-9=-384/372, 6-9=-242/561, 6-8=-1198/807 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 311 lb uplift at joint 8 and 249 lb uplift at joint 2. LOAD CASE(S) Standard aaaag •rumttissKyl'(nrR•lte'A'rCCT TtOSSES{S1!!1?, YXtrllT:[M4tiCX0TGNf;!STCM;'tC!!i j1;rs0N!ED-sfl:7T [aa rerdrdsoppxeastlrs ulsea! ester veriisisrss Ps:ya [prrieriipDJcd�a: eryT. rants Dl,ri.ifwernr. Rest3tBreu!. Hde;s o'Sss*isr stCedatk T"r0, uh, ltiktsaeeMr odes still ieesedMee!Ir hh.die as a hiss Duo rphurfa spe'-ftE.ymlu},af ssdRey Wreresxs mutrinudt6t Xsdessi'Wt*tmvkg Anthony T. Tombo Ili, P.E. dssedsUslsesshsesrp,6ay2xn;per»ryd6eDress,snDrsa'sMlvssslyeunEx6rdyLLAp::,hnr{ttr;dBtll4�tt6{ulmeludeatdngsaYadirll TtanFo»IdtzlAaisfttrHuediieTnska7�wD�et.stages.c"w'iaadkeu>3sldl>tattu!wsuifXsd R80083 ' fig X.awfasepwmrrsramh.. zn.st:sdenuatic-eatrmscerpw,met�fo'cy(0)nteSryhd Eiw trarmlz sgyt.tarhr uamueutsargaxd :fow, nfhr?� sst,emt:d tsmffmndmerosDetwi!auUvpE pit.XTms9.0.6 e,.Ms 4451 St. Lucie Blvd. ov.ip Edsdi.. r..h>;I.Pttf qaq W.696r.1pein esn0lt %tTass Fait fgitte. is XDh of 1016 f Dsiplr,t' Tilts srdew Er$eG d M W&t Fitgihl"cd hi9sw... fdstf 10M. Fort Pierce, FL 34946 � tepysighl02016A-1Roof husses-Atthsoy1.femba10,P.E. Aepraforioaolibisdotunual,ioanyWoo,ispsobibitedwithoutthew.itteapmmissionhemAltoofhusses-AathoayLlomboIII,P.E. Job i Truss Truss Type Qty Ply A0129804 WRMSWSB2 �A09G HALF HIP GIRDER 1 1 �RENARMORNINGSIDE I Job Reference (optional) A-1 Roof{Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:26 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-nz5L_IS37oUW B_7G3Qycw4RVB_cSCvRCm?NLV9yU64N -1-4-0 7-0-0 13-7-5 20-0-14 _, 26-8-0 1 4_01 7-0-0 6-7-5 6-5-9 6-7-2 Dead Load Defl. = 3/16 in 3x6 = 1.5x4 II 5x8 = 5x6 = 5x6 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 7.0 Code FBC2017/TP12014 LUMBER- ' TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W2,W3: 2x4 SP No.2 BRACING - TOP CHORD; Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS , 1 Row at midpt 7-8, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance:with Stabilizer Installation quide. REACTIONS! (lb/size) 8 = 2102/Mechanical 2 = 1940/0-3-8 (min. 0-2-5) Max Horz 1 2 = 166(LC 8) Max Uplift 8 = -730(LC 5) 2 = -602(LC 8) Max Grav 8 = 2102(LC 1) 2 = 1940ILC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3667/1164, 3-15=-4145/1428, 15-16=-4145/1428, 16-17=-4145/1428, 4-17=-4145/1i428, 4-18=-4180/1451, 5-18=-4180/1451,5-19=-4180/1451, 6-19=-4180/1451, 6-20=-3107/1075, 20-21=-3107111075,21-22=-3107/1075, 7-22=-3107/1075,7-8=-1990f771 BOT CHORD 2-11=-1079/3201, 11-23=-1078/3221, 23-24=-107813221, 24-25=-1078/3221, 10-25=-1078/3221, 10-26=-1075/3107, 26-27=-1075/,3107, 27-28=-1075/3107, 9-28=-1075/3107 20-0-14 CSI. DEFL. in (loc) I/deft Ud TC 1.00 Vert(LL) 0.21 10 >999 360 BC 0.67 Vert(CT) -0.38 9-10 >837 240 WB 0.78 Horz(CT) 0.08 8 n/a n/a Matrix -MS BOT CHORD 2-11=-1079/3201, 11-23=-1078/3221, 23-24=-1078/3221,24-25=-1078/3221, 10-25=1078/3221, 10-26=-1075/3107, 26-27=1075/3107, 27-28=-1075/3107, 9-28=1075/3107 WEBS 3-11=0/614, 3710=-457/1054, 4-10=-815/526, 6-10=-426/1218, 6-9=-1389/718, 7-9=-1 201/3474 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=22ft; Cat. II; Exp B; 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) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 8 and 602 lb uplift at joint 2. PLATES GRIP MT20 244/190 Weight: 134 Ib FT = 10% 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)118 lb down and 129 lb up at 7-0-0, 118 lb down and 129 lb up at 9-0-12, 118 lb down and 129 lb up at 11-0-12 , 118 lb down and 129 lb up at 13-0-12, 118 lb down and 129 lb up at 15-0-12, 118 lb down and 129 lb up at 17-0-12, 118 lb down and 129 lb up at 19-0-12, 118 lb down and 129 Ib up at 21-0-12, and 118 lb down and 129 lb up at 23-0-12, and 118 lb down and 129 lb up at 25-0-12 on top chord, and 310 lb down and 70 lb up at 7-0-0, 77 lb down at 9-0-12, 77 lb down at 11-0-12, 77 lb down at 13-0-12, 77 lb down at 15-0-12, 77 lb down at 17-0-12, 77 lb down at 19-0-12, 77 lb down at 21-0-12, and 77 lb down at 23-0-12, and 77 lb down at 25-0-12 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 (pig Vert: 1-3=-60, 3-7=-60, 8-12=-14 Concentrated Loads (lb) Vert: 3=118(B) 5=-118(B) 11=-310(B) 15=-118(B) 16=1 18(B) 17=-1 18(B) 18=-1 18(B) 19=-1 18(B) 20=-118(B) 21 =-1 18(B) 22=-1 18(B) 23=-56(B) 24=-56(B) 25=-56(B)26=-56(B) 27=-56(B) 28=-56(B) 29=-56(B)30=-56(B) 31=-56(B) i ifnn�g •rinn 3n¢gDl} ndewsie'Ag 16gf iiDSSES{S1:Tr;, Ei,XEn(r:IUS t (CX0IYXT.CACM{tU!fl jd(CYOdIEC�K:g'I' fete rnAgltcpgsraNas eNsng erin nrtis?ms 6asip hrriq;tCQte�4:4!SmJT.(raN IS,Pt. ursnr, flrn gtMe rse.:'shst e5rrin uchl n Ct7:C, relr iategsasaxGa gldes sta!I leasedMxrDDnksdA Asa lnsshrmGga:er{is..iges:y iayrtesl Ile sed mtayrN oytmsmrsghse.!S ssav regasuiy nsgsays3!M Nx 6,0d61 tir 41—igih9.1WD3 a*, Wee Btl. iae iesipsa-$ieas:IsaSgs us::eh}Ln Anthony T. Tombo I1I, P.E. ¢/s:tdr0irssss lately'Ur is4 n:µaisr dlM Crxery §e 0*ss+1 edgninigetl n*r V.g CeS's,h 6, r[eesta tt<IXGtte g(¢eos IxdHlifog ¢Ge ar! Tfl-1, Tsaggmsi ddalDa! tpaelf aeA dernss; nnk,j5algug. sfxge, uitia5eertlt:tuig drCge 6e nsass6D.-ed J 6s reegPssipts ml6rnslu.lgan:s sdMotie RD 6Ntkpeei¢u(gu6'.andR:tr.;iag(¢else¢Sdfildnasa(S(S(sgeiEsl:lh;flutSg(M ae ttKnnl,Y.g;u;dgeiiew.R{I !>sru se.gasdit:es allwesd3ei:ass:rt.�rq,rnss kings (egma at inns itads[rn,m;:ss �80083 e6n�"ss dd"nel aye(ahrl rpselrya4nP:xg dr dl {alien tndn(. .sa Lns Pesga EstRese is 19i 6s leildlg Devgan,n Teals Sysh¢Eseae siaggsDBei, ADrgikiisd lras sse sr(dseel itlrrl. —1 St. Lucie Blvd. For Pierce, FL 34946 (epyrighlV2016A.IRoofTrusses•Amhony1.Temba111,P1 gepmdurtionol4isdowmeni,inanyform,isplabibitedwilboulihwritterspermissionfromA�lRooElrusses-AarlsonyLTemboIII,P.E. Job Truss Truss Type Qty PI y RENAR MORNINGSIDE WRMSWSB2 B01G Common Girder 1 2 A0129805 Job Reference o tional d A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:28 2018 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgygv8-jLD5P TKfPkERIHeBq?4?VXwCoidgsiVEJsSZ1yU64L -14-0 , 4-11-7 , 9-8-0 , 14-4-9 , 19-4-0 , 1-4-0 4-11-7 4-8 9 4-8-9 4-11-7 4x4 11 Dead Load Dell. = 1/81n 6.00 F12 os 2 4x4 i 3 IV 4x4 5 6 , 4x8 = 9 14 15 8 16 17 7 18 19 20 3x6 I I 7x14 MT20HS= 3x6 11 4x8 = 4 11-7 9-8-0 14 4 9 19-4-0 4 11-7 4-8-9 4-8-9 4-11-7 Plate Offsets.(X,Y)— [2:0-4-0,0-1-151,[6:0-4-0,0-1-15], D:0-4-4,0-1-81, [8:0-7-0,0-4-81, [9:0-4-4,0-1-81 1 1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.15 8-9 >999 360 MT20 2440190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.28 8-9 >842 240 MT20HS 187%143 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(CT) 0.06 6 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MS Weight: 215 Ib 111 = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 6 = 5695/0-3-8 (min. 0-2-6) 2 = 3721/0-3-8 (min. 0-1-9) Max Horz 2 = 95(LC 8) Max Uplift 6 = -1627(LC 9) 2 = -1153(LC 8) Max Grav 6 = 5695(LC 1) 2 = 3721(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8113/2515, 3-4=-6408/1966, 4-5=-6427/1967, 5-6=9495/2751 BOT CHORD 2-9=-2259/7205, 9-14=-2259/7205, 14-15=-2259/7205, 8-15=-2259/7205, 8-16=-2408/8482, 16-17=-2408/8482, 7-17=-2408/8482, 7-18=-2408/8482, 18-19=-2408/8482, 6-19=-2408/8482, 6-20=-2397/8454 WEBS 4-8=-1624/5383, 5-8=3115/912, 3-8=-1694/667, 3-9=-398/1254, 5-7=-586/2423 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section, Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1627 lb uplift at joint 6 and 1153 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2088 lb down and 744 lb up at 7-0-12, 965 lb down and 325 lb up at 9-0-12, 962 lb down and 267 lb up at 11-0-12, 970 lb down and 268 lb up at 13-0-12, 970 lb down and 270 lb up at 15-0-12, and 970 lb down and 270 lb up at 16-11-4, and 975 lb down and 266 lb up at 18-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-601 2-6=14 Concentrated Loads (lb) Vert: 14=-2088(F) 15=965(F)16=-962(F) 17=-970(F) 18=-970(F)19=-970(F) 20=-975(F) %min- 11eneexr111r rxfrrf5e'i110OF1 misrsffi'RIMI gET!4<aarorpltessldlMuHhr as lDDnk!dILTimst(ndm(usIMrula,1119INLEMEW I Iseirns uwk91DDnr,rdxTFP. Tzlnpmnnp.ml!d!,�1- xs,nAdlpap Anthony TTornbo III, P.E. cdosedfiis inssfir up tdlliglslb respniNlmdtlaOnx.IhOransrd'+smdepdrlN ldllirr Duipn,athetmmdrw 114ri!IS(alee b!dlii nle ead RH. Tle gpnrI d Ike TDOadnT li!Ilned6eTnss,leL6g lad'4mq0uWfit d Waq AM, ue itF.'10-1yd r80083 ' aelateJOKIm!rdU"'ae.unlsSeim arnmrdrapmfasndpd8nuJill! au6q(KrAmWay 4:xmn;uv;Edr,dd4Mardslueard—d(xPains! pliamTPHMusilm4idlasadmd:sreelrssD!vpx.inssDesysE,pxnadrmsr„nen:x;n.:!s 4451 St. Lucie Blvd. !3xdse lad Ira hd:mrgal rpr fiMaq 4 diim:n Wid. ThTnss Isiopfafmi is NOT l ".1 DaiVe,0mis s"Eo.w emywtq. WL9!��!ad#ras xemddidblPN. Fort Pierce, FL 34946 (opyrighl020I6A-Iloaf Trusses- Aothoayt.Tomballl.P.E. teprodorsfanofthisdowmeni,inany farm, isprobibhedwitbeulthewritten permission from A-IAoafTrosses-AnthonyLTomb Ill,P.E. I , Job I Truss Truss Type Qty Ply RENAR MORNINGSIDE A0129806 WRMSWS62 � B02 Hip 1 1 Job Reference (optional) A-1 KOQ161 Fort Pierce, FL 34946, design@a1truss.com Run: 8.210.s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:28 2018 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgyCjv8-jLD5P TKfPkERIHeBq?4?VX?ioGigy9UEJsSZ1yU64L 10-4-0 -1-0-0 5-2-9 9-0-0 14-1-7 19-4-0 20-8-0 1 4-0 5-2-9 3 9 7 8 3 9-7 5-2-9 0-8-0 3x4 = US 11 Dead Load Defl. = 118 in 3x4 = 4 5 6 3x4 = 5x8 = 3x4 = 9-8-0 9-8-0 LOADING (psf) TCLL 20 0 TCDL 10A BCLL 0 10 BCDL 7 '0 i SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.36 BC 0.75 WB 0.19 Matrix -MS . DEFL. in (loc) I/defl Vert(LL) -0.14 10-16 >999 Vert(CT) -0.26 10-16 >877 Horz(CT) 0.03 8 n/a Ud 360 240 n/a LUMBER - TOP CHORD 2x4 SP No.2 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) BOT CHORD 2x4 SP No.2 Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=22ft; WEBS 2x4 SP No.3 Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) BRACING- and C-C Exterior(2) zone; cantilever left and right TOP CHORD exposed ; end vertical left exposed;C-C for members Structural wood sheathing directly applied or 5-0-1 oc and forces 8e MWFRS for reactions shown; Lumber purliris. DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling J,irectly applied or 7-8-6 oc bracing. 3) Provide adequate drainage to prevent water that Stabilizers and required ponding. 4) This truss has been designed for a 10.0 psf bottom MiTek recommends cross bracing be installed during truss erection, in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 5) ` This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 2 = 799/0-3-8 (min. 0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = 799/0-3-8 (min. 0-1-8) bottom chord and any other members. Max Horz 6) Provide mechanical connection (by others) of truss 2 = -85(LC 10) to bearing plate capable of withstanding 216 lb uplift at Max Uplift joint 2 and 216 Ib,uplift at joint 8. 2 = -216(LC 12) 8 = -216(LC 13) Max Grav LOAD CASES) 2 = 799(LC 1) Standard 8 = 799(LC 1) FORCES. (Ib Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 1193/790, 3-4=-898/602, 4-5=-746/5881 5-6=-746/588, 6-7=-898/6021 7-8=-1193/790 BOT CHORDI 2-10=-561/10I 6, 8-10=-572/1036 WEBS 3-10=-347/362, 5-10=-272/509, 7-10=-347/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. I PLATES GRIP MT20 244/190 Weight: 87 lb FT = 10% GnFrcr fleesetYan¢.IereiewYs'4d➢oc. TlMajsEElEY16EAR TEr61S8(BA;ATclsUSTONSIP-Ti,;FIAKEaAIr. 6Fa Te;if(dF!ip re®elers nlm9 e�=s sefti:l•F!sye:i¢F 7rr iy{TfS;FaE&1v11vArT.is�lF(!rLldaexe Rzrl �FRne. IldusFtly+ise FlFledeatlel➢D,ra'7 - ILlekceFumF�x!essiiliMeuf Ur tte l)o!a'nesFllL AseTrns Desipe hduFr{ii,$e;IFUT 6puFr;.hF aelnvylDy upreseek Fcrms6^euAtle prFfn!lFeel eu teeityuynsllllihS!Mae fFs;wuNe sapeTnss&Bi;tFlmtlel000FlT, oatai7ll.itx aaiy!nsmNiFe,ieFl eyuF6nus, seaoNiry' Anthony T. Tombo III, P.E. cd to el>uF F�ss4eq tultieq ittk Fespn<�lllfidru Onn.tle OrxiteS.a�.FdFp9rlq laNieg oesi¢ar,®Nz nehd etEu lRvSt B; vyttelF[�ta:C.Fy[erF¢llyi.i}tq,inF`tl tfetoo a>fn. Xdd neef@e inss.io7e5a bxJ:m}sR:yF. nshllpm ud trerr slil:[s L�rz�p:mii:6hd 80083 ' r:'!Nay7Fs2:P�(iS:eMt.:J:RIe3!NPO!:iH2TW1]II$pF�lfl36:y4fWleefFElieraldy(uspxmlSAsryla'F;nmu;ttSfpFllisEr74fTnwdlr(Art!:dsrcefhsyxeervtyrvlmelF�lGYn;i:Fes{�se�1iestn9d"'rtlaT�es!PFtlyex.T�efs�es¢Fmy ttmSinuaannFaFr,Fe!ess- 4451 St. Lucie Blvd. F�Fi 11!!O[{itEEEj4T1S:6tI/y!eW 0j14hVFAly IJ LII pFRFS I61FIeei-TYFTf6SS CV EIAEIIphtlfl!MCT e'IE:NA9J PFi1plC,efTfe!fS(S:9C1jfeFelO!®r891ILf8 RII[QJIe''i1?O A:9SIffpf etl'API ESIPFI. Fort Pierce, FL 34946 (oprlighE(92D16A-liaoffmsses-AmhonyT.Tomha111,P.f. P.eproEunineofthisdommem,inooylorm,ispwtihBedOhm the writtenparmissionhemA-IYaotTmxes-Anthongi.Tomb III, P.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 B03G Hip Girder 1 1 A0129807 Job Reference (optional) ' A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 46 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17r.1,7:29 2018 Page 1 ID:OMsTuGzQH5ifu1 T6OcPcrcivCiv8-BYnUcKUvQis53SsriYWJYi36JCbdPPVeSzb75T,U64H Dead Load Defl. = 1116 in 6.00 12 0 2 �{BiT� S � a� � 9 18 8 19 7 3x4 = 1.5x4 II 4x4 = 1.Sx4 II 3x4 — 7-0-0 124-0 19-4-0 7-0-0 5-4-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRI`' TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.21 7-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.29 7-15 >807 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(CT) 0.07 5 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MS Weight: 75 lb = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purins. BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1476/0-3-8 (min.0-1-12) 5 = 1476/0-3-8 (min.0-1-12) Max Horz 2 = -69(LC 6) Max Uplift 2 = -511(LC 8) 5 = -511 (LC 9) Max Grav 2 = 1476(LC 1) 5 = 1476(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2638/907, 3-16=-2303/844, 16-17=-2303/844, 4-17=-2303/844, 4-5=-2638/907 BOT CHORD 2-9=-742/2283, 9-18=-741/2303, 8-18=-741/2303, 8-19=-741/2303, 7-19=-741/2303, 5-7=-740/2283 WEBS 3-9=-9/586, 4-7=-9/586 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=22ft; Cat. II; Exp B; 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 511 lb uplift at joint 2 and 511 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 249 lb up at 7-0-0, 118 lb down and 129 lb up at 9-0-12, and 118'lb down and 129 lb up at 10-3-4, and 240 lb down and 249 lb up at 12-4-0 on top chord, and 310 lb down and 70 lb up at 7-0-0, 77 Ib down at 9-0-12, and 77 lb down at 10-3-4, and 310 Ib down and 70'Ib up at 12-3-4 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=-60, 3-4=-60, 4-6=-60, 10-13=-14 Concentrated Loads (lb) Vert: 3=-192(B) 4=-192(B) 9=-310(B) 7=-310(B) 16=-118(B) 17=-118(B)18=-56(B)19=-56(B) a'rdlpN!lsetkmpNrmu!rtk'd1100F OUSS9rifl15rT Edfilttl(1N58(DM1:iTIG6S(3STDN('HB�J'JA(rrG&�DSMEMP hra ieM&slrerelradmalsesle9ssell�sLess Dls�nDrlra3{rf�eltM.4tYafT. ieak�Cl,riMnalAtllta:Tesl. Udnspin+in tl9dwtll111D,u'q gITEIUIlInlfp tS SefllhlStl(Irl6l Tgn llh//Iit.eleTnfSDPifrl rt�nn{I!,$x[llrrepU!r;.'�3t!tl!l ktpTDORplt2t11S 1P [@pin Fl 101rllI:SSInCIl6ritN11§USr1151HInr'�:Ik/IFS!F92datS'C�t TnSS d'�i!I!(IBtsl TDD 311r, p9eG Tt'ET.i(S{as p7nnugnrJ,�ndzpmNnns,smctnry Anthony T. Tombo 111, P.E. CdlSl11 ntf TniS(er lsplCl(IICIf IMRSrnPI(IIIIt 111k D.RY.iTI DYBtff F'�'d'lit�l Ulil(LiI(IIy DUlspl:,YiltMhnlI1L IT(,'.13 G: Udlel U[�(A�iSj MEe'T mi.Tel[+y-!I¢:'ff IT11DD U(U!DiHllrlll TUSGODIaR e�':4�PU6pP, 11511D@IIBUdI(Iflg Sldl)I:'.l nS r!!p;lSilLhll � �'i. 80063 E aattilrpDtS:gxuktwlm1.RlmAssslaanhTDDlzlshprmesaldgliMmsdthrlliy(aratlSAlryltlodn plNtlMtpitl¢�SIL(ulAerce3txgeMIJ.Amr-Irlh9asRntpa4tlesnd�idlTrslwgln.T:ns�n:gr¢ganmaGaln,xolne.q;a; 4451 St; Lucie Blvd. l3tMul�Ihlro(lfrm 1pPHlpllnwrifilp eT lTl pintas imdse1. ThTnss Dngm E¢Titen 1ACT tu`eIDINDaVer,ulmis SW,.-m�tm toy l-Msg ul o�!id'nld3;ms lnmdefinel talPfl' _ Fort Pierce, FL 34946 Z(aP1TigAICt P41dA-ItoafTmsses-AnthooyT.Tom6aIII,P.[. AepsodaaioaDINsdommenl,inanyforAisprobi6Bedwit6catthewrivenpelmissionhomA-IAaof fusses-AnthonyLTomb III, P.E Ali Job Truss Truss Type city Ply RENAR MORNINGSIDE A0129808 WRMSWSB2 CA Comer Jack 12 1 j Job Reference (optional) A-T RoofsTrusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:29 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-BYnUcKUyQjs53SsdYWJYj3DGCnpPSReSzb?5TyU64K -14-0 0-11-11 14-0 0-11-11 ' al 1-11 al 1-11 , Plate Offsets (X Y)— [2:0-4-4 0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES . WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 7.'0 Code FBC2017/TPI2014 Matrix -MP Weight: 6 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD' 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purtins. BOT CHORD' Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS i (lb/size) 3 = -6/Mechanical 2 = 181/0-3-8 (min. 0-1-8) 4 = -20/Mechanical Max Horz i 2 = 42(LC 12) Max Uplift 3 = -6(LC 1) 2 = -71(LC 12) 4 = -20(LC 1) Max Grav 3 = 13(LC 8) 2 = 181(LC 1) 4 = 19(LC 8) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- i 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mp6; TCDL=4.2psf; BCDL=4.2psf; h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteiior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord land 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 6 lb uplift at joint 3, 71 lb uplift at joint 2 and 20 lb uplift at joint 4. LOAD CASES) Standard Le!ng • rleE»tlm.yN!relivr!ne'Ad IBCr OUSStSri(llEr16fA91t rftNs b (9rt1NAtlsfUS70Nt rLYtJ') A(CAt7!tiv"illE� h,a TvAr aNp ywevdm odreole�l» ptsislte» 7es!p 7,aviq{R9; vdlte Anlurl. TceAf OC I.E idveae SAwlts'.etns. Odess uswee nnd.nneNP,ee:`y WTEtuEeemrikaA sSiiMesedfirfit TOO »sq�!wdlt AfeTtnr(eshE GprxtrEe,�svWt(6peer;,5a».I.. vrlUU aytmetls Es vap®:.daepde»Ind ecgseri presynnNlirykrtlel»!pettte sa�eln»d:r!nd Befit oNy,rdv t?FI. iEe i>sib »»nNiEes.ied:E7ueanxs,smsiery Anthony T. Tonto III, P.E. P.ARld NLSTSfSS•I6y kdldllr is »l RSye14NIIIJdtlx Onn,tle O.uinrFe dEjG9li l�rnlAlly U»ly[a, 011e redEnd»e IPC,ti36t»d8t b[dIs!txy(dF¢iR.I. He Qy»!dd MlADdmMldesedfiE Tni.. PoNefiegkdi saaye, i»MEBn daetar SAEl� lya!rrasiiAnrd-80083. ' ihblglhesp!Wluenm:.Aux sdpfusne vifit pwasodyn(dn» fill! 1,04(serfamsr" 4451 St. Lucie Blvd. ixeri»dditutlire(.n:td rdI...Is NJsrdlpress Wald net»»tars(s3-1Isr0Tshe 9ayfxs:r,er,nTn»Syn. hinx!ro(Ga&y. dutge:la!ea-tr,n dadorrN. Fort Pierce, FL 34946 (opyriiht©2016A-Iioefyrasses-AolbonyHombo111, P.I. iepraduoiossdibisdocument, inonyform,isprohibited without the wriiteaperminionhour A-Iioof fusses-Anthonyl.Tustin III, P.I. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 CJ3 Corner Jack 10 1 A0129809 e A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 Job Reference (optional) s May 18 2018 MR-ek Industries, Inc. Fri Oct 12 17:17:30 2018 Page I D:OMsTuGzQH5ifu 1 T6OcPcrgygv8-fkLspgVaB 1_ygbRl lF1 Y5wcOOc5w8vgnh dLYewyU6 1 4-0 2-11-11 1 4 0 2-11-11 i 2x4 = 2-11-11 2-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 4-7 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 65/Mechanical 2 = 212/0-8-0 (min.0-1-8) 4 = 23/Mechanical Max Horz 2 = 82(LC 12) Max Uplift 3 = -43(LC 12) 2 = -63(LC 12) Max Grav 3 = 65(LC 1) 2 = 212(LC 1) 4 = 43(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 63 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/1 90 Weight: 12 lb FT = 10% Sneag•fluutlarregMrrnrodse'41 loot nJSSni'S(tIEr16EN91tTIUiSN[P6NflC43 (DADk('klrl";A(NNC&'I DNRn'Ma feifd desiprararlen F!l mien WltelAurT. TscJnC,rl.MeseauSlu!Eskee». Ddusrllrrisr Met!.NTDD,%jI OlTdaeexat ga'es sld{le rselUs tk lDDsunlll. AseLat Durye ltglaer(Ir,3geaeNr Frglua rsaudneryTDO agmeehauv a;tdlG grdatslud eryxerug reynu111irysrMlesryetT se tagleTaes GNiaed aselDDtelg,taluTPFl. TO dnlgtnuoplen. sedeioedma!,smdlleg Anthony T. TOtfIbO III, P.E. wine litils irmMag NOUN islhrulasAilag drA set.hOruisr4sr&d epsl ertlerdllig Desilar, a rated d6eRLs!ID(ad se bad WCq abed R I. Tie gpgel As TOM mliellin else TsncudrdeglmdTas}settle, luMleau udtenhgshlita ss�ullook.-tgef .Tomb t sirelusp e7Desire!oAUstra.Nl' Pmlridmre. lPHG5assentgdaiidTlesrndataaEseLefsDedgeu.i!nsgn!gaFapxumdinssNaasn!ea,axss 4451St.LUdeBlvd. efemulefieadigo6drad epesdageeswtaigig dl iul:n iutleti TieTass Dtdga Iagieur Is NOT Ce tdOag Dettgeu,uTa!s Sgs:a6riuerstar le lSsg. All igirMnedsros ueas IdeddalPil. (opyrighl0 2016 A -I Rodhasses-AnihonyL Tomha lll, P.E. Reproduction of ibis document, in oayf sm is pso6ihited withoul the wainea permission hom A -I Reof Trusses-AnlhDnyL Tamho III, P.L Fort Pier[e; FL 34946 Job Truss Truss Type Qty, Ply RENAR MORNINGSIDE A0129810 WRMSWSB2 ^- CJ3P Jack -Open Structural Gable 2 1 Job Reference (optional) A-1 RooftiTrusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:30 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-fkLspgVaBl,rgbR1 IF1 Y5wcO0c4r8vgnhdLYewyU64J -1-4-0 2-11-11 1-4_02-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20,0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr. YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 7:0 Code FBC2017fTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. cross bracing be installed during truss erection, in REACTIONS: (lb/size) 3 = 65/Mechanical 2 = 212/1-M (min.0-1-8) 4 = 23/Mechanical Max Horz 2 = 82(LC 12) Max Uplift 3 = -43(LC 12) 2 = -74(LC 8) 4 = -28(LC 9) Max Grav 3 = 65(LC 1) 2 = 212(LC 1) 4 = 43(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown., NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=4.2psf; h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C'for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for, wind.loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANsi/TPI 1. , 3) Gable studs spaced at 2-0-0 oc. 4) This 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 43 lb uplift at joint 3, 74 lb uplift at joint 2 and 28 lb uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% Fntuti-Flop IsaWA StdtYN1.1INFUNIS;Saurj.Cn101 Huts t(OR D!fFj91(IRiDN!W.EI",�At17i0itEDbN.�.,l'Ya.Yateslts{apreaNds all,niu113 o-a Ilis itns 6esya kesieg,�66JW�1e ta}1.Faaicff.r.l.l�trete3l S3te3it3ut nt. Ueh!so"w•i3t s!dNa6e7C-0, aah, NITIIaGbli6?ililt35�:I r/: ,tEMTi tG'hII ICId. i19Itt33 gttt,q FGr6ttttll,SjtlM1ti!J I0 93N;,.ISt 3Ndta6/I'.�ttNe3t25m L;ftrIU3t Ai$Jr1M3%lajtAj9tt3.t�,tl�Laiiyh361Nsi�drslsarle Lrss itymtdpllt7:v�Itll, rygA lrf1. 11tflSI�E t33iP dL3, 1199 t6C£:,t11; W1d'i6(J Anthony T. Tombo II?, P.E. ¢el.aflml 1pi3 Lay&tlld"is n3yems.iiCli dGt Cwnrr,hr ow ltdltadd toowt,wonN,ps, firwWddtitltC,&t 6CodAt lual erddmp1Mw37Hd. Tel atpwdldd;tl 9rd Sstmddntdlie irm;aAt{agAnNiy ihit3t,¢S 4dio3td knag sShc It at 3e;9w3ailnd ^, 80083 ' Dlrril{arPlSigatf6fi(adS0.ltt.AliNf.w44Meer, WaiF'ou,ltedr%L'010IbP-Ye3itut-1d$dttt(dt3&SaB(iJ170!•:Stidi!iHtJSd ,te-,1didpwdpi(®ILRtIA?5f1tHt3Fig3f3�iiL;lSO'�d�htld TtsaGt::tla,F1t516t31prljttlCOlTf9SiN�i(ftRe(,Witit 4451 St. Lucie Blvd. iHttii;fMaed lyt[ohxl rylttdeymnni gkyYj yaTniinLtl. iaeToss Oesip7ei dit 177 fit Idllirg�,iguee7rn1 Spho rclseadmhilbq, 12tgibin,1 Lai ates deFatdi1. � r741fort Pierce, FL 34946 opyfigbi 02016A-1 Real trusses-Actbony Uombe Ill, P.E 9eptodurtima ei this daromeod, in any form, isprobibited w'Slbouu6e mfirn peimissina from AI loci Trusses- Anthony L Tombo Ill, P.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 CJ5 Corner Jack 10 1 A0129811 A_, o f T F P' Job Reference (optional) �o russes, art lerce, FL 34946, designs altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:31 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6ocPcrgyCjv8-7wvE10VCyK6pliODszYnd89Wp?MftMw>rH46AMyU641 ! -1-4-0 I 4-11-11 1 4-0 4-11-11 KIM 4-11-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in .(Ioc) I/deft Ud PLATESGRI TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.05 4-7 >999 360 MT20 244/190 TCDL 10.0 - Lumber DOL 1.25 BC 0.48 Vert(CT) -0.05 4-7 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 7.0 Code FBC2017lrP12014 Matrix -MP Weight: 18. ID 11 = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Ncl 3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 123/Mechanical 2 = 278/0-8-0 (min.0-1-8) 4 = 47/Mechanical Max Horz 2 = 123(LC 12) Max Uplift 3 = -81(LC 12) 2 = -73(LC 12) Max Grav 3 = 123(LC 1) 2 = 278(LC 1) 4 = 76(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=22ft; Cat. II; Exp B; 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 81 lb uplift at joint 3 and 73 lb uplift at joint 2. LOAD CASE(S). Standard 6cdq•HteutkueyHrrtfnntde'dd IDDi 11ISS3;iELL1CA �WiAtrEdltyB(DIwd11Db$(DSIDNrHT]'id(rNDh7�;NEri'6r.¢yt.4 hap pontlusmd retdodm wldsl!ms our Ik�Ad{wr7.IasGCt.rihtatxlReslhsaR me. DellfSHta+ise dded llHPTDD.ca'p MJTebwtemipIr"sbAlb—It"D:INwktdii AsoTrns Desyvhputf(u.spodlybotur;.tltsedwpyTDDtepueds termpmndMe pil:sslwd egxtnv®r:!ywuNliryhrMe enxfltt Iles eTmsdtpt4mtle7DD w7, mdairFl. Nhst tmttnpup,Itcfa7tmYnxs, s.ticy1117 Arthotly T. TOtI7t10 III, P.E. dtsed64 yRStftl my lulk;ISISt Rgw!IIIIIIyd1�D 1t611t Daeif E16.'hdEPA or lie tdlliu Dtsiytr.,nt ;xhdditt lR(,x.".: ad tit 6tdbaYnahodMI.iit qP1, dlk iDDudmfitli utdAfynss.m:ltfip kad;xy snyr,(mhllduv ullniipsbil ttf:�a relpatin.hd ' mer :r 7es vdfwavN!. All mas sslw xReIDDWln rcdinsmd Idum vftlt Gil6 yt¢Nw Idvmmn aS dli kd T3 rAddLt ntr4taWh '80083 tr tm! P psi ry p Sds7 p b7 ytvntlg Raft lPFl hSwsdlfesps4anes tud sd�tLms Dedpe,l ms De �sgsn gd Tws, Msdvxw;wess 4T61S Lucie Blvd. vxtMw (dived {poredrmeged apv ®xmDq Ijdl yN!m Imdsei 16tT°u Ctstpi yvyiveer Is 6D1 Ak rdiisg Desigsa,vrhvfs Sydta bgnwr dcvy 6vi1li>9. {l(tn�..datdk;m wem ddnd [sTPI I. (oppighl CQ 2016 Ad Roof Trusses-Antbony L Tombo 111, R.f. Reptododion Gillis dommeld, in ony[mm, is probibhed withoulthe written permission hom A-1 Roo[Trusses-AnihonyT. Tomb III, F.I. Fort Piefce, FL 34946 Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0129812 WRMSWSB2 � I FG02 FLOOR 1 ` Jobe Reference.(optional) tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:31 2018 Page 1 ID:OMsTuGzQH5iful T6OcPcrgygvB-7wvE10VCyK6pliODszYnd89MO?E4t7rxwH46AMyU641 2-3 4 4-2-5 6-1-10 8-2-4 9-1-15 , 10-1-10, 12-1-10 13-6-13 15 0-1 17-6-12 2-3-4 1-11-1 1-11-4 2-0 10 0-11-11 0-11-11 2-0-0 1-5 4 1-5 4 2 6 11 1.5x4 11 4x12 = 1 4x8 = 73 J 22 21 4x4 11 5x14 = 2x4 11 LOADING (psi) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.6 Lumber DOL 1.00 BCLL 0.6 Rep Stress Incr NO BCDL 5.6 Code FBC2017/TP12014 LUMBER - TOP CHORD ,2x4 SP M 30 *Except* T2: 2x4 SP 240OF 2.0E BOT CHORD 12x6 SP 240OF 2.0E WEBS 2x4 SP No.3 `Except' W1: 2x6 SP No.2 W2,W4,W5,W7: 2x4 SP No.2 iW9: 2x4 SP M 30 BRACING - TOP CHORD 1 Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.' (Ib/size) 23 = 3800/0-7-4 (min. 0-1-9) 13 = 4668/0-5-8 (min.0-1-15) Max Grav 23 = 3800(LC 1) 13 = 4698(LC 4) FORCES. (lb)l Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD . 1-23=-3172/0, 11-2=-6923/0, 2-3=-6923/0, 3-4=-16666/0, 4-5=-16666/0, 5-6=-16666/0, 6-7=-17538/0, 7-8=-17538/0, 8-9=-17411/0, 9-1 0=-1 3020/01, 10-11=-8961 /0, 11-24=-8961 /0, 12-24=-8961 /0, 12-13=-3721 /0 BOT CHORD 1, 22-23=0/727, 21-22=0112661, 20-21=0/12661, 19-20=0116666, 18-19=0116666, 17-18=0117411, 16-17=0/1 5924,15-16=0/15924, 15-25=0/13020, 14-25=0/13020, 14-26=0/989, 13-26=0/989 WEBS 1-22=016844, 3-22=-6412/0, 3-21=Of742, 3-20=014621, 5-20=-403/0, 6-19=-816/0, 9-17=0/1649, 9-16=0/992, 9-15=-3491/0, 10-1 5=0/2500,110-14=-4881/0, 12-14=0/864017-18=-271/0,8-18=0/347, 6-18=011492 1.5x4 11 3x4 = 63x4 = 4x10 = 4x6 = 1.5x4 II 10 11 Dead Load Defi. = 3/16 in 4x8 = 12 20 19 18 17 16 15 25 14 26 L43�,I 3x8 = 2x4 11 7x14 MT20HS= 2x4 11 3x8 = 5x12 = 4x6 = 3x8 = 8-2 4 9-1-15 10-1-10, 12-1-10 13 6-13 , 15-0-1 _ 17-6-12 2-0-10 0-11-11 0-11-11 2-0-0 1-5-4 1-5-4 2-6-11 0-3-0,0-1-81,113:Edge,0-2-01[14:0-3-8,0-2-4],[15:0-3-8,0-1-8],[17:0-7-0,0-5-4],[20:0-3-8,0-1-8] CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 1.00 Vert(LL) -0.4818-19 >427 360 MT20 244/190 BC 0.97 Vert(CT) -0.6518-19 >314 240 MT20HS 187/143 WB 0.97 Horz(CT) 0.07 13 n/a n/a Matrix -MS Weight: 195 Ib FT = 10% WEBS 1-22=0/6844, 3-22=-6412/0, 3-21=01742, 3-20=0/4621, 5-20=-403/0, 6-19=-816/0, 9-17=0/1649, 9-16=0/992, 9-15=-3491/0, 10-15=0/2500, 10-14=-4881/0, 12-14=0/8640, 7-18=-271/0, 8-18=0/347, 6-18=0/1492 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 10% 6) 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. 7) Hanger(s) or other connection device(s) shall be provided srifficient to support concentrated load(s) 721 lb down at 2-1-12, 721 lb down at 4-1-12, 721 lb down at 6-1-12, 721 lb down at 8-1-12, 721 lb down at 10-1-12, 721 lb down at 12-1-12, 721 lb down at 14-1-12, and 653 lb down at 15-0-0, and 721 lb down at 16-0-8 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) Standard Vert: 1-12=-100, 13-23=-10 Concentrated Loads (lb) Vert: 22=-721(B) 21=721(B) 20=-721(B) 19=-721(B) 17=-721 (B) 16=-721 (B) 14=-653(F) 24=-1 66 25=-721 (B) 26=-721 (B) iS¢Nli�rlt?St1latlrtTfe?ntallt �AI rdOT IiJS>tS��(IEr�,Er®�ILrEWSd(1iM,{f![y$(y$T7$kti il>trlll(Yl['%"t�iN(%I IIt2;TdE(Ltfi}O rat®dllS PJd iI�ISI?itl I21ST!!Ss%tt!glaliYl!I�ITCv�It�IEt ItIY[trT. TCLIiC1,r.E ldtll3LRMIM4]TM4. %AIt53 tifw"ISf thAN 181A1I%D N�j Ii1TFilltia:llr r!Y:tSSMf:�utditrM BDto epldlL AitTwhil(t tiny Malrestd5In!entd IN s#eTr,ssdiT, iz4sT%G iil,8fulfllTil A?Sii,nnapitn.!,A ga,anns.smout,7 Anthony T. Tombo III, P.E. cdtudtt:s TnnTel tet Tulfainl4e rzsrxvNli¢drk Os+x,th Orairicda�ztd tiesfnikrdll ti%esiittr,ANaitthadlai UCti?8:a1He6�ta:tegnletsi rM1l. le gtss'eftlt lUD eil u. hell nedd?inss. mdt6gl�"�.slrgi, itshl!ain ®dtmrtfs6sl.tiL rz�pasil2:hd :80083 %es*kag9?srrtttE[wtaal.E!.1,set.4m.&MeHfteI'Masali.a?fnatfthlidotircaimmSeel etramtt ua,eiuit�sprnolsurtr:rda?xtihitn! a,�_Trtleraia:tiptmsann�d!t ra?ltss%titxTleis%m.�Gprealrnis�rAiaerlxn 4451St. Lucie Blvd. t'kMu/died FTo{e9rad yrctl ynt®vtilierydlrertxic+dtei TSeins g+n�Ei9deer islBT.k 6a8ai Cnyier, trTnes$TS'?aainxrtoy 5w4ai. In uia?sh:os trtmd�ael tnlPrl. Fort Pierce, FL 34946 (opgighl01R16A-Ifoafirnsses-AmhonyLTomboIII, P.f. P.eprododianafihisdornmen,inanyform,isprohibiledwitheutthe wrineope'nmissionhomA-IReoffrosses-AothanyT.Tomb III,P.(. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 FG03 FLOOR 1 1 A0129813 Job Reference (optional). n- E Root Trusses, Pori Pierce, FL 34946, eeslgn@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:32 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-b7TcELWgjeEgwvbPQg3OALhhrPeurcpA49xgfioyU64H 3-5-6 3-5-6 1 • 4x6 = 21,5x4 11 2x4 11 3-5-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.02 3-4 >999 360 MT20 244190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.02 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MP Weight: 20 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 *Except* W2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 461/0-3-8 (min.0-1-8) 3 = 663/Mechanical Max Grav 4 = 461(LC 1) 3 = 663(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 794 lb down at 2-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=100, 3-4=-10 Concentrated Loads (Ib) Standard Vert: 5=794(B) tpaaeg•Rrou bmxySl}ns�;sede't; iQDr i1D35BrSR!EI'I,i{Aitit79MSttOtlD31VYStUSiCY s'pP:Ei'jt'.riDftED?IkEii'ta!e tnfil,tgs�co7wsesl rni ntnxtbSs7msD,Jge 6rrugQ0Ne�.S:k!Hi}i. bate lG,rl.l�n7usS1ti1{iMt 7Y.. Cf!ei0ia'sif451rEtti@iW TuD.iBlr 1 , HrtetJ�ean rldn aFmll ie esMtarisiD rshs�iteisitmsCeciw bp6uerp.i,Sn lE saS, ae sed eemp7C iepiuxsaacstiwe�%e�7tnciaw!myseerirgJesrwxlimru 7�sgidiiesEsrle7mii retence7rDny,wrnntl. rxingoiJJi�y m,i�rrayc�ta,rJ::7 in. Anthony T. Tomlw II?, P.E. edatillNs lnssla7tetR.'3ep isn pas=.rrydtke0ra!,h�D.7a's 7itlsJ.[dgxtwittdx:ry �s:'im,hioeteCeetss ti7ltf,@e Rteadtra iNtl 7illSUjlidtG>17rIE, Tm79rJSi7I �,iE:tAiC(DtllfJtbtfliTnsb infsxy4ssUiy, sSmo{e,aJ!tiie9n ad knigshll7!Ai7r,}asui['sd ,'; 80083 tgrid!igpoopf d(o .*.tUwhsnfMn!h7D "gibe pinnsislrrdms0*1 !Cgr"MidSeMflatn¢ m(iSgyz:ixllriryulSNl0eofernidhepearJteihae.ti4Els!e7itiese:7asi3iL::es�lamdtiih7sihnpn,FnssGesi{sEepxriodTmsN7arlc�>v,wS7ss 4451 St. Lude131W. ega.lu ddixl hetnaxl epuleµ7'u sii'iy bi a'psli7s ird!d.tli Egss DesEp Eegsm letDi he leilriy Oesiretr.f: Tirss3rsiest tet�a7cel7p{e+irnr.IIsyihbuf ie;aJ aersfefi7el iitfl-E. Fort Pierce, FL 34946 Uptight 02016A-1Root Trusses -ArfbanyLlemheIII, R,E. Rtpiadurfi000fthis dommvi,inany form, ispmbibitedwithout thewulleapetmissioafrom Ad Roof bmses•Aaidanyi.Tomba111,F.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 I k FG05 FLOOR 1 A0129814 Job Reference (optional) A-1 RoofiTrusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:32 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6GcPcrgyCjv8-b7TcELWgjeEgwvbPQg3OALhg5Pbccfg49xqftoyU64H 3-5-10 6-9-4 8-9-4 11-2-5 13 5-11 16-0-12 3-5-10 3-3-10 2-0-0 2-5-1 2-3-5 2-7-1 Dead Load Defl. = 1116 in 1.5x4 11 3x4 = 1.5x4 11 3x8 = 1.5x4 11 3x8 = 1 3x8 2 3 4 5 6 7 Wt 4 W 6 v� or I n Li e 6• n e 14 13 12 11 10 9 2x4 11 4x10 = 1.5x4 11 3x4 = 4x6 = 2x4 11 6x8 = 3x4 11 3-5-10 6-9-4 8-9 4 11-2-5 13-5-11 16-0-12 I 3-5-10 3-3-10 2-0-0 2-5 1 2-3-5 2-7-1 Plate Offsets (X,Y)— [9:0-2-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.19 12 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.26 12 >727 240 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD BOT CHORD 2x4 SP No.2 2x6 SP No.2 *Except` 2) All loads are considered equally applied to all plies, 131: 2x4 SP M 30 except if noted as front (F) or back (B) face in the WEBS 2x4 SP No.3 'Except` LOAD CASE(S) section. Ply to ply connections have W1,W7: 2x6 SP No.2, W6: 2x4 SP No.2 been provided to distribute only loads noted as (F) or BRACING- (B) unless otherwise indicated. TOP CHORD 3) Unbalanced floor live loads have been considered Structural wood pT except sheathing directly applied or 5-3-4 oc end verticals. for this design. fo The Fabrication Tolerance at joint 11 = 10% ROOT CHORD 5) Recommend 2x6 strongbacks, on edge, spaced at Rigid ceiling directly applied or 10-0-0 oc bracing. 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to REACTIONS. (lb/size) walls at their outer ends or restrained by other means. 15 = 1102/0-7-4 (min. 0-1-8) 6) Hanger(s) or other connection device(s) shall be 8 = 2228/0-3-8 (min. 0-1-8) provided sufficient to support concentrated load(s) Max Grav 1614 lb down at 13-9-0, on bottom chord. The 15 = 1102(LC 1) design/selection of such connection device(s) is the 8 = 2228(LC 1) responsibility of others: FORCES. (Ib), LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (lb) or less except Standard when shown. TOP CHORD 1) Dead + Floor Live (balanced): Lumber 1-15=-1029/0, 1-2=-2835/0, 2-3=-2835/0, Increase=1.00, Plate Increase=1.00 Uniform Loads (ptf) 3-4=-4875/0, 4-5=-4875/0, 5-6=-4536/0, Vert: 1-7=-100, 8-15=-10 6-7=-4536/0, 7-8=-1838/0 BOT CHORD Concentrated Loads (lb) 13-14=0/4875,12-13=0/4875, Vert: 9=1614(F) 11-12=0/55911 10-11=0/5591, 9-10=015591, 8-9=0/472 WEBS 1-14=0/2784, 2-14=-286/34, 3-14=-2241/0, 3-13=0/325, 5-12=-1207/0, 5-10=0/440, 5-9=-1140/0, 7-9=0/4373 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0, 9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 1 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. PLATES GRIP MT20 244/190 Weight: 156 Ib FT = 10% G'edy rlrisehinipAlrmi:ntk'31t0Cr I{:55r5(4n1l1 DED9lt1E1NS 8(DA ifIOe$(DSTDx4 Yd j::rlGfii:T"u'aNFXi 1-701 Msippmae!enesdsederhs is nisLess Dept-iy{RE; ihM4r1. T.WIL I.E.Id..4esloftzne. IMns 91-isr 9tld rnhrTElD,ra'p tilleA ar",p.ehsthillt—di"t&1DDlr it "It Asclims De!fll EryYMH(1.lt$pil!IE(EI41CP?r;,:i?idri FlrlDD rlAirlM56rffE�1,.'q.'C[ilElrBI:e51r1EIltiYFlfligflSrirSiEIIA(':N hIIK�gAaICtfB},@Ttr:SL?pii!d@arrDD MI(,pdNTtEI. iES �:fip nuarrires.hrg:rperrdmrs.smdluy Anthony T. Tombo III, P.E. Came Will Nssh, or 104;[ilk, aspaVliq,1N 0" ,fie@ dffeA'.A'hd!pAr:•IErWN! DeslpN,a Innihd dhl lK'M V, ml th Wal A&lag r.h.0Mi. A,gMwe.dfin, MD ru lhfi rs, dh?Tnss, W,dw Es.Fx m7q,, imhllrfhe d keshg sSdi6ilit wp ublly.1 µ 80083 ' lghn4sp Dfs'rm?id fsa•rm?.AII Clhe soot ii ttelODiadsie prises ms pildhrs rf tL•6+ilGgrropmed$dlt(h3rna1er11EST,`prElls&3 it Tn Td S{LE I,?idNlYEt!N pltri'piglrl:lPi•Ik!It3i'J!trSp9MlilTIS mAFs'13dye1!iss D!SIgkN,Itr55DreiD9 E1gi1BinoATress M➢tylrh:lf�Rkfi iYNvia Wildtle bv:atl red iHr F. mfi tr ell a!rs lmdeei TteTrtss Ce;raE iven6ACi µe ta�a Des ier,eTass$ a' l•erd® 9ii14 . All .da?A'Nrrs nem Aefnd lnlrEl. 445t er , FL 3494 t t r sr D h n" ar r A q" (cplrigM(02016A-1InefTrusses- AnthanyT.Temho111,P.E.keprodurlianofthisdommem,inanyform,ispmhihitedwilhamthewrivenpermission from A-] Roof Trusses -AnthonyT.Tomhulfl,P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 FL01 Floor 9 1 A0129815 Job Reference (optional) r- i moor i ruses, rod Pierce, FL 34946, cesign@aivuss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:33 2018 Page 1 ID:OMsTuGzQH5ifu1 T6OcPcrgygv8-4J 1_ShXSUyNXX3Ac_OaFiZEnXpznL6ZEyNbZDEFyU64G 2-6-0 1-3-0 , 1-11-8 Dead Load Defl. =1/8 In 3x4 = 4x8 = 3x4 = 3x6 FP= 4x8 = 1 2 3 4 5 6 7 8 9 1 1n 19 21 a 118 Y 20 tr tr tr tr tr tr 16 15 14 13 12 tr 4x6 = 3x10 = 3x8 MT20HS FP-- 3x3 = 3x10 = 4x6 = I I 10-3-0 11-4-0 i 9-1-8 11-3-0 19-2-8 9-1-8 a1-61.0-0 1-0-00 -0 7-10-8 1 Plate Offsets X Y 1:Ed e,0-0-12 6:0-1-8,Ede 11:Ed e,0-1-8 , 17:Ed e,0-1-8 18:0-1-8,0-0-12 19:0-1-8,0-0-12 20:0-1-8 0-0-12 , 121:0-1-8 0-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.33 14-16 >678 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.45 14-16 >497 240 MT20HS 187I/ 43 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 95 lb FT = 106F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD �uwwtat wuuu anGaunny uncury appneu ur o-u-u oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 11 = 1036/0-7-4 (min.0-1-8) 17 = 1036/0-7-4 (min. 0-1-8) Max Grav 11 = 1036(LC 1) 17 = 1036(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3252/0, 3-4=-3252/0, 4-5=-3984/0, 5-6=-3984/0, 6-7=-3237/0, 7-8=-3237/0, 8-9=-3237/0 BOT CHORD 16-17=0/1931, 15-16=0/3909, 14-15=0/3909,13-14=0/3984, 12-13=0/3984, 11-12=0/1930 WEBS 2-17=-2135/0, 2-16=0/1460, 3-16=-252/0, 4-16=-727/0,4-14=-235/503, 9-11=-2133/0, 9-12=0/1446, 8-12=-289/22, 6-12=-1048/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Ail plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Ordq�rinu HutgNr rnitxne'A1 rJC;11:5S6j3ELLEl'j6[A9llSEtNSd(pF 111GtiS(JSIOkt d19'jR(nCitPui9EKi Ears. iuEp 4sip iutotltn tsl red aMtsatasrmspes!ga Lariq{rgw"erd�Atfiwrl.lexl>p(,t.LlduetreSlMEs6u ns. pdeu dHnise ddduBeTllp,tary lt,na ulle p is tI M1Tekaumrrais sbdihtudfu ft4Tpptahtdd. Astirest Desip hpeeer{I.e,Splopp hputr;.tlr udnuglpprgresemuuu.,mud6e prdessned egnte;iq regtnitlilryt:t{e les!gs6pn snpeTns @?a;nd tsneTUD adr,cder TrF{. th@tdp xnnptitp.ItdspusCinxt, s.nmrry Anthony 7.�Tombo III, P.E. tte Awl Tussfu e cA g{dtdng husiusitilq dCa vutlle pruisraea.�td tpd{digWK.,ONM4ndlis L.u@Ike WdaatWW.Tit gWirpnte`.dlh Epp td nr6tTluedht inss.6:lrfiq{allia}ss;qe, nstdldin uduuxg sSill4e t'e etevniJ:gd I`80083 ' th W4,10tsgs: td cithrt!, All Wee sdad Is at edl{e pnahes®d pildintdne ldl@iq reaptmu;Sdery Mernd,p;l@jpeNis@Mep IN u1S{G uerduenWtu geunl pidute lrel kprss2tuspmii:Hies u3laEisdixTttss ptdpu.Tttss pn'prapru®linssMmhct!u,ukfs , tfudu dtfird {ra6tlrtdt td epsnrri6q {r dl ptn;n nts;ni neTnss Crd E unrls gCl Ci ddrAa 6 4451 St. Lucie Blvd. P g g esgsa,nTrnsSpshs6gu:erd®rl.pffiq. Ntg'.yndh;usueuddadlslPFl. For[ Pierce, FL 34946 (apppighE®4QI6A-Ipo@ILussas•Am6@tryT.T@m6@IILP.f. Bepmdudi@pcfthisdomment,ioaoyEsrcm,ispro9j6hedwhhoNthetrrittecpermissi@nhomA-IB@nlTmstes-AmhonyT.Tam6oIII,P.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE I A0129816 WRMSWSB2 -- FL01GE GABLE 1 1 1 1 Job Reference (optional) A —'I KOOT,I rLIV ON-8 es, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 1217:17:33 2018 Page 1 ID:OMsTuGzQH5iful T6OcPcrgygv8-4J1_ShXSUyNXX3Ac_OaFiZEwgp9TLGxENbZDEFyU64G h18 _ d q. K,••:.:c.:rr::•>:a::r:•xr:::::.,>:.::;+:;�:::x;_:•:�:•:r;;:•::•;:•;:•::•:::::::••::•::•;:•::••:�:•::•::•::•::•::•::•;:•::•::•::•:;•:::•::•::•::•::•::•:::�>:•::•;:•;:•: d d LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.IAII bearings 19-2-8. (lb) - Max Uplift All uplift 1 0 lb or less at joint(s) 18 Max Gra. All reactions 250 lb or less at joint(s) 34, 33, 32, 31, 30, 29, 28, 27, 26, 25, 23,22121 , 20, 19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to belfully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 6) Recommenl 2x6 strongbacks, on edge, spaced at 10-0-0 oc an8 fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I DEFL. in (loc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 18 n/a n/a PLATES GRIP MT20 244/190 Weight: 89 lb FT = 10%F, I O%E PereapP`:etse?»rureule.tte'i'k(7F ilUSSE<i(iEl"„SfAEtAtlik4+S tCCallfl9Yi.4'ii➢M"W!E111SG:ff61E05t1:5Yfra.in;hssapseattes tzleeadWet ectRis'ms6eslp lzo�iep"Dp)tsi�s+eT.rtaM IP,P.F.ldeteac Sadithttau. Be4lse'senist sz!tdaMiB6. eeh, - XtiIrkmeestepldesthillesSalttF, nies!d, is elnss besp Eoustu..;oei i7Eayseu;; Lk WitntpMte ensseawegnadde prefesurrz ee7a±er Tres s :itrtw de sip das sbIM inns TO lesiP naap m:'rSa3"0;-'!"" 'q W ased4lsTnss ks m7 Giiti�7 s9anspas dfitCa�ss, hs Csessedhrsel edaweRs' ua•�• hhs t[¢'edd134 i!{,tle 6twd6altsfralli urtadifld. i3a Anthony T.-0083 lti, P.E. Sf 9 3ry'..�, ysaprrsrdd�elEAselFf5e16esedlSrinss;hc':efySatlAa.slw�e:a;zx'ia�4u�sirll§eaarespresniidid 80083 ' IaR Eaddug M9per sai(Mrsur.tC asses sel eda5el^: ssdt�pnem ufrsS,t:vssd9tie:Grgfaataatd Sdis Mnzrm;CiCpab45ef S.7lWcliA aesxFneeM:'u 6mersi saiicae. lNi W..anhx se;pnsi§iE°xmi 3:7usd;ieL•ess Cts:q;a,fnu fiesya J}rcex nd'nssgmdeC:m,wsess 4451 L'ucle Blvd, Ata"'se hratd ire ft tl V"1q.-m' 4C'. tinity0d.ShT.wDaip host: is Or lit k1in 6etpa.a Teass Stile, Nitiv dwr isildg.l miiHli.N ltasmt es defied ie Tr41. For, Pierce, FL 34946 (POUM 2016A4 goof husses-AndomyLT➢mbelll,KLBnitedulrioonIbis dtfumall,inany bnlm,isploblbiledwiib➢olThe wtineab'elmissionfrom d-I Real Inasses-Anl6eDytTombDIII,P,E, Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 FL02 Floor 8 1 A0129817 Job Reference (optional)' m- i moor t russes, ron rierce, rL avavo, oesigntc_yanruss.com 0-1-8 H , 2-&0 1.5x4 II 1.5x4 = 1.5x4 = 1 3x8 = 2 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:34 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-YVaMf1 Y5FFVN9DkoX55VFmnz7DJN4dMrycFJmnhyU64F 1--0 2-5-12 1-3-0 1.5x4 11 3x6 = 3x3 11 3x8 = 3x3 11 3 4 5 6 j 7 14 � i d3 42 E6 11 10 9 3x6 = 8 3x4 = 3x6 = 3x3 11 i 3x6 = 6-7-8 9-74 13-7.4 6-7-8 2-11-12 4-0-0 Plate Offsets (X,Y)— f1:Edge,0-0-121,113:0-1-8,0-0-121,114:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP II TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.22 10-11 >733 360 MT20 244 190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.28 10-11 >571 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 71 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 8 = 731/Mechanical 12 = 731/0-M (min. 0-1-8) Max Grav 8 = 731(LC 1) 12 = 731(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1965/0, 34=-1965/0, 4-5=-1876/0, 5-6=-1876/0 BOT CHORD 11-12=0/1291, 10-11=0/1876, 9-10=0/1876, 8-9=0/1325 WEBS 2-12=-1427/0, 2-11 =01745, 3-11=300/0, 4-11=261/277, 6-8=-1459/0, 6-9=0/837, 5-9=-413/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards, LOAD CASE(S) Standard nnay Htme laµ�lp reeks ne•Aa mDEnussa{sEn�ry, ctrnAElBxs � mdomars eDnaunNn^ A;re9iYlEDbkln•taa rmlEdtsayreadds n1rep tarts se MIs tms [us(p �eriy+JDOpealdtAa�pT.baklP, P.E. Mnnr. Red Idae en. ndnto!Snrise sfdeladelDD;nIE xreke:aednpldnskepkeasedtaitl nkaddIlaleassDesgEapaengs.,SperiilEFgma}lit sedna71 upulesardotate!tlx stns�¢eysesgrnpasY drnediV.1lksbIleTrossdryid1a2e10adE,"IKIIII,Slnlpnro:r-s,garay sn n Anthony T.Tombo111,P.E. eaduad ids Ins$bray Ridmp isl:nsWIm-17 dEe Drm, In DWI stio indged nMWb; Daapes,bdnra<sddtkllCAe DEsxdftt lad Mlhpsate WIPN.Tit yIra+al dittlnDaa PI 111wel NTnss,Wk*4Win, sbsap, las:crtiaadk" skin ktkt;asp Ah.,1d 180083 ' betn7pupDadpete+tfamanr. Anases011,10 TNJadltepracrtsadprddusdkeralfapSaspnn5ahtpfdarsa�ma?Y QWAWi-THWSKIonidentalWI-dOf—, R41!?msSaseyaunil:`:naslfifresdbtT:rssntupan,hnsDenpGpiaena+linssMudetarn,o>3ets 44515t. Lucie Blvd. dkrvisa ddmel lEenehrlapnl yxahni'gky c; plus idalrtl.tleLnsDedpbpambAUi fie lnldirpPniptt,eErniSnlea frpiata?el ey h+il6ry. LayilslutitesasaenfafaelblpN. Fort Pierce, FL 34946 (apytigAl 2016 A -I Pool ieasses -Amboy T.Iambe III, P.E. Aeptododion of domment, in any form, is psabillhd without the xsitteo permission from Ad Real bossas- AnlbmsyLloosba III, P.E C Job Truss Truss Type Qty Ply I A0129818 WRMSWSB2 FL02GE GABLE 1 �RENAR.MORNINGSIDE 1 j Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:34 2018 Page 1 01148 ID:OMsTuGzQH5ifu 1 T6OcPcrgyCjv8-YVaMf1 Y5FFVN9DkoX55VFmn5PDUV4j9NcFJmnhyU64F 3x3 II 1 2 3 4 5 6 7 8 9 10 11 It-�� I# sr1 T` s>ip sr1 sr:., sT T sr1 W+ ` 22 21 20 19 18 17 16 15 14 13 12 3x3 1-0 2-8-0 4-0-0 -1 10-8-0 5 2- 12-0-0 13-7 4 1 4-0 1 �-0 1 4-0 1 4-0 1 4 0 1-0 1 4-0 1 4 0 1 4-0 1-7 4 Plate Offsets (X,Y)— [1:Edge,0-0-121, [23:0-1-8,0-0-121, [24:0-1-8,0-0-121 LOADING(ps) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 12 n/a n/a BCDL 5.6 Code FBC2017[TP12014 Matrix-R Weight: 60 lb FT = 10%F, 1 O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6LO-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-7-4. (lb) - Max Grav _ All reactions 250 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 j FORCES. (I Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to belfully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE'S) Standard tIiussr.Heau tit?tyVt mtltvfte'r3i(gi ilOiSLtii[irl^, SEAiUtirLks2iQdQ7iJWS RirPM"tNEi jIICeJitEOe!li1T`re.Tmpp AuPpsntrus mind nitt"M Tom Miph5tatMid. O;,t.E.ts`twe Unlisetxe in. khxaae?xiss s1P.?Sa&aT'i0; tal. Ms1[tt fir pionskdskestdlantie_hk!dii. AseT—Nilppbgitterjie.,Sj'&yDuets; ntttammyMnyesnesWastphtteati!tnr:s inninp.4"T !ikarit,hopal11,"ittMs,ini,fret. r.pesiremet�r^.aas,ft�r� �,::e�:un Anthony T. Tombo 1Ei, P.E. taiwesflLs3ns hr ey k"#qp isda re pas .'tdrn Cra?,ht U.ar't M4v trlgaelm»a6R+y h;'.>t,htcttsttgs11ks19f,ISsft{a�tka fuvi ki3ap?tit atliP11.T9!As rns,b:kzpbitilar, "I ltAt;esytuuif'pd r 80083 �i6aidug6xiptrmdraenttnr.rgxnnsatednSa:t;i;te!&erncusedgrEt!mstriiisr+:sfsg(osyatgsod,, stm 3trpotuedi.;HetlSkim "e.ermalg,1u 1plum.TIF1d01asrnn:rianlifi�tscdl+dtsel3tt.sss�r:ma,rnss6en�rvflte<!tNT:nssMuslcGrer,al±ss FL Blvd. 4451St.Lucie Blvd. rlinapu ddimtiFtrm§ rapeedrysamtt::i�6y a=gx!liesisniti. @[loss Drsipkgaetr is ESp raaratanrge:ignnerrnt system Eteit!aral m, hitaieq: Lttpetlielit;ms atmieinre iarPrl. (uppigh 2016A-1hotTrusses- Anthony T.TomboIII, P.E.9eptoduaionoftbisdnmment,inany form, isprohibited w;ihoupthe sninenpermissien [rem A-1hot Trusses - Anthony LTombelll,P.E. fort Pierce, Job Truss . Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 FL03 Floor 2 1 A0129819 Job Reference (optional) e A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:34 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgyCjvB-YVaMf1 Y5FFVN9DkoX55VFmnzBDFJ4d INcFJmnhyU64F 2-6-0 1-3-0 , 1-10-12 1.5x4 II 1.5x4 = 1.5x4 = 1 3x8 = 1.5x4 11 3x3 = 1.5x4 11 2 3 4 5 3x8 = 1.5x4 11 6 7 14 13 131 42 d 11 10 9 3x4 = 3x6 = 3x6 = 1.5x4 II 3x4 = i 6-7-8 8-9 4 13-10-12 6-7-8 2-1-12 5-1-8 _ Plate Offsets (X,Y)— [1:Edge,0-0-12], [9:0-1-8,Edge], [13:0-1-8,0-0-12], [14:0-1-8,0-0-12] I LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.62 Vert(LL) -0.1710-11 >992 360 MT20 24411190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.20 10-11 >801 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.03 8 n/a n/a j BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 69 lb FT = 109/61--, 109/6E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 8 = 751/0-3-8 (min. 0-1-8) 12 = 751/0-7-4 (min. 0-1-8) Max Grav 8 = 751(LC 1) 12 = 751(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2034/0, 3-4=-2034/0, 4-5=-2068/0, 5-6=-2068/0 BOT CHORD 11 -1 2=0/1 332, 10-11=0/2068, 9-10=0/2068, 8-9=0/1330 WEBS 6-8=-1470/0, 2-12=1472/0, 6-9=0/857, 2-11=Of777, 3-11=267/24, 4-11=-366/200, 5-9=-269/0 NOTES- 11 tlnhalanred floor live Inads have peen considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard k'ndg.elnseN.wAmy d1w1se'A1100EnUSSBrSIMA 61KILL HUBdno. Udtss ow.41 nod ntlfluo,a?y ILTekosufir�axssldlMoudLr nxTOD lthe nut 6!ehns Dtsgt EsyrxvQ.e,SKndsy Fsylcter;.tls sednuylDDrepreseds eavnpmmtisle{rafssind eeg!etsrUgregnntllAy'or fie dx!Fdfi,asnftTn!s dgL.nd teIke Modr.WeITNI. TN dnira nsmpues,ledrofctwnns, sxtdlla{ Anthony T. Tombo lll, P.E. cdnedtlls rressir lg odnOols lh nspse!itsoy0ftOntnlM0-is.ftwel e?st U the ldldig 0u1i[At, mstc;mv din 116is M"Itot I.Eew tgsdimiRl. tYe gymttdslt 100 ad tn, fieldnedlieTnss, udttiq keJOq. mrge, lesttlloitt ud grtsg sSiliMCa re!kotR?:gd - i.Y. 80083 ' ttaMlhg08�ga ed ft4reas!.All moss uW mfkTOD ne lhIltdiestogMom%dtlepUBg(MrofSderyh4:nnite{t81,!peNlstxd haled StMardsteasdtngesenlgodam lPtk3as3:respm:)ames tnfd`tsrtl3mss Dengtn,l!asoes!p Eapanmdinss osso(rhin,wk!s 4451 St. Lucie Blvd. e:lsrdse ddodhyou2md oledepos u wMgiy dlitmn lHeltti Th Tr,ssh0p[ginrtlsrOl f!sId!dag6nigav,nTn!s Spt:a 6iietndmysa0dig. Il1rgsd.4nreamenddad IDI?II. Fort Pierce, FL 34946 (apptighl(fr2O16A-lfod1rosses-AmhaeyUcraboIII, p.E Aeprododionollhisdomment,inaoyfurn,isprohihiledwithoul the written permissionhorn A-1Radhosses-AnlhanrLTomb 111,p.L i Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0129820 WRMSWSB12 4 FL04 Floor 3 1 Job Reference (optional) A-1 Roof k russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:35 2018 Page 1 ID:OMsTuGzQH5iful T6ocPcrgyCjvB-0i8ltNZj?ZdEnNJ_5pdkn_JAmddBp4jWrv2JJ7yU64E 14 13 2-6-0 i 1-3-0 1.6x4 II 1.5x4 1.5x4 = 3x8 = 1.5x4 11 3x3 = 1.5x4 11 3x8 = 1.5x4 11 1 f 2 3 4 5 6 7 R1 it W. 6 6• 112 6• 11 10, 9 3x4 = 8 3x6 = 3x6 = 1.5x4 II 3x4 6-94 9-0-4 i 6-7-8 14-0--40 1 8to i 13-7-4 6-7-8 0 4-7-0 LOADING (psf) SPACING- 2' 0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.13 10-11 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.18 8-9 >908 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.03 8 n/a n/a BCDL 5.6 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 purlins, except end verticals. BOT CHORD I Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 12 = 734/0-7-4 (min. 0-1-8) 8 = 734/Mechanical Max Grav 12 = 734(LC 1) 8 = 734(LC 1) FORCES. (lb)l Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1966/0, 3-4=-1966/0,4-5=-1988/0, 5-6=-1988/0 , BOT CHORD ' 11-12=0/1297; 10-11=0/1988, 9-10=0/1988, 8-9=0/1297 WEBS 2-12=-1434/0, 2-11=01739, 3-11=-261/16, 4-11=-333/206, 6-8=-1434/0, 6-9=0/800 NOTES- I 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 1.0-0-0 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 rI strained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 68 lb FT = 10%F, 10%E tleraq•Perot�!og*tilt.Sit'LS nOF aussFSrstttn enut VMSt(OMDmirs FDST(lirm.9jtFtsDYLEDESIFYT'hta fmh,les pepsgNds eN tes!ettes reNisLni Dtilp Dmirg{rODleap4 txlT.tssM(f:,P.E.lfnrere Liedhtne ns. Odesi qn"isss hewtlePO, ul. �Tet�empidt„�arteeeF�neFDnp:,dLu01..11Ns=Fopterp,..spt y4""),atrtttWTODartwrmeata,o41tt%NhTrrsa:jN.Natal!,rl.MI. let fisipAnthony T.TomboIII, P.E. ep'utd6is Tnss lr Qlk)kapis4nspssrlydfit C+rot,EtO.an'snM,heigenfnL�bri!:.p6u�x,isCutseea;dNsir4lEt lr{edde Iced eullup:¢Ma+lFF61. Tis rpPtttt a}t6st;D afotlfidi.sedWinss; in�panllvr.shgyk:s"�ussd kniaT Odlhas reaesuilnd ,'; 80083 ' nti.eptpDtapwaaum>ar.m�sno nrotreD�a�Ftemmwpre¢rsdder�epFanpnwseatldxaaa(63jpnk3di.NW SKI Wabnmphjuval0pmulhtkmsiesryxniiC`x�lu dkTtesOtuma,tnuBmp[vsae miTnssWedeGrtt,mss 4451St.LueieBlvd. t0o";u dr4ap M t [uhxl tpetd rpssu,rr6pdipntits pnl!d. iH Tins P,sip h;st is t9t 6t Liidity Otsip,tr.r. Trns intea Fyute da! kDOq. LO sgDditep@ras m is defn:ed'n Thl. (opysiflb10 2016 A -I Roof Trusses -AnlbayT.Iombo 111, PL Reprodurtion oitlis dotumeer, in coy form, is prohibited without the Written permission from A l roof Trusses • Anthony T. Tombo 111, P.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty, Ply RENAR MORNINGSIDE WRMSWSB2 FL05 Floor 2 1 A0129821 Job Reference (optional) 0-1-8 H 1 2-6-0 cun: 8.2 iu s May 18 2018 Print: mzIU s May 18 ZU18 MiTek Industries, Inc. Fri Oct 12 17:17:35 2018 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgyCjv8-0181tNZj?ZdEnNJ 5pdkn_J7sdgup3GWrv2JJ7yU64E r 1-3-0 ,, - 2-5-4 i 1-3-0 3x10 = 3x3 = 0 1 2 3 4 53x6 = 6 1B 0 I .0 1*8 Dead Load Defl. = 1/16 In I I s 13 12 11 10 4x4 = 3x8 = 3x3 11 3x8 = 3x6 = 6-7-8 6 7-9 4 MO 8-9-4 9-5 4 16-0-12 6 7-8 - 0- -12 1 0 0 0 8 0 6-7-8 Plate Offsets (X,Y)- I1:Edge,0-0-121 f14:Edge 0-1-81 I15:0-1-8 0-0-121 I16.0-1-8 0-0-12] f17.0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP, TCLL 40.0 Plate Grip DOL 1.00 TIC 0.69 Vert(LL) -0.19 10-11 >999 360 MT20 2441/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(CT) -0.25 10-11 >767 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.04 9 n/a n/a i BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 82 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directy applied or 10-M oc bracing. REACTIONS. (lb/size) 9 = 860/0-6-14 (min.0-1-8) 14 = 866/0-6-14 (min. 0-1-8) Max Grav I 9 = 860(LC 1) 14 = 866(LC 1) I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2509/0, 3-4=-2509/0, 4-5=-2773/0, 5-0=-2527/0, 6-7=-2527/0 BOT CHORD 13-14=0/1577,12-13=0/2773, 11-12=0/2773, 10-11=0/2773, 9-10=0/1606 WEBS 2-14=-1743/0, 2-13=0/1030,4-13=-636/3, 7-9=-1762/0, 7-10=0/1018, 5-10=-612/20 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) 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. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard �na�.nnnnmtgNrmbxih•al nornnssrsrurryeresur(rusamz�ane(stulloxi rxna;.eiMa9u sKF11•(t�. rbn(Itu(cwtnnmml,�e�>tnla:1,�,on!r,m�l�ll�;cdl�>ri�l.l�l:otrtmn�tunlfr�-rR:. oamcnn.l:e nednmron rr9 9lTetmsnm,pitlnslslllatstifr,Mt1011h kubt.Aselm,OtsipEryrxm{I.e,spmbtlpbuee:epihudnnYTDBrepandsasmrmclot prdnsmdegkFvirarzsPesltlltljh:btln!lodleeslosTossl:pisIdnot Medp,ed.W.lEel:stramunpnres.bd.'q<udnns,smdlm! Anthony �'.TomboIII, P.E. cdesedtlls fassfn try1r11Gtp lsWnqus2iUrydthOnn,tle 0rmisstix.adr,P9ntlr ldliitp Onipnr,noxsuhtldla ll(,sst0(altle lrsd kaYignleal fRL le q;nssldlM l99dnitie0uedae inss,hdtfigladq.nsge, snNlpne ad{m's3 sliifa ils rt:pmsx±�pa I s80083 Ih rr'Cnrt,tsy.n cd(a O.. illnks uswsbfh100cd Ih Pm¢rs mi gnldo:sdiL•Itllkq(ss!ant Ssirl!Iscmgin(xflspHiseed Ir i71cal SIU n:rdm:al(e Pnn'Fi-mTrel k5ns3ernptm 6J1ies add9a t'1:Lrss Detlpm,l:tss 9es is bpoxra!Tnss MnMtnan; akss c9xrriu lrfndlpo(cm:eEcped gccbMtlq lyelipmns ns;Vaef. IhTnssUstafgbnr is NOT Cn Pahl Cohn, nlmssyoss Estaw ear Wiliq. 01 apda4feros me 14M bTlil. 4rt Pier ,FL 3494 (e �ihf©2016A-19oofErasses-Anl6oa LTomboIII,P.E.9e sitiliioaofibisdommeni,inanyh Fort Pierce, FL 34946 P19 Y P r rm,ispfobibBedwiihemthewri9enpesmissiaohomA-IfleotTrasses-AathonyLTomboIll,P.E. I Job i Truss Truss Type Qty Ply RENAR MORNINGSIDE A0129822 WRMSWSB2 FL05GE GABLE 1 1 Job Reference (optional) A-1 KooT I cusses, con rmerce, M i4u4b, eesignLaT truss.com 0*8 I 3x3 = 0 1 21 3 4 5 i `o Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Fri Oct 12 17:17:36 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-Uui74jZLmtl5OWuBfW8zKBsPyOABYb?g3Zo6-ZyU64D 01x8 6 7 , 8 9 10 11 12 13 14 0 p� ciaoon, a. -u BN ........... 1 28 27 26 25 24 3x3 = 0-8-0 0,10, 2-0-0 , 3-4-0 , 4$-0 0-1-8 I 1-4-0 1-4-0 1-2 0-6-8 Plate Offsets (X,Y)— j1:Edge,0-0-12), j29:0-1-8,0-0-12 LOADING(psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Al bearings 15-11-4. (lb) - Max Gray All reactions 250 lb or less at joint(s) 28, 15 except 27=267(LC 1), 26=339(LC 1), 25=323(LC 1), 24=327(LC 1), 23=326(LC 1), 22=327(LC 1), 21=327(LC 1), 20=326(LC 1), 19=327(LC 1), ;) =324(L i 1), 17=338(LC 1), 16=269(LC FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-27=256/0, 3-26=-325/0, 4-25=-310/0, 5-24=-314/0, 6-23=313/0, 7-22=-313/0, 8-21=313/0, 9-20=-313/0, 10-19=314/0, 11-18=-31010, i12-17=-325/0, 13-16=-258/0 NOTES- 1) All plates arI 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc andl 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. 6) CAUTION, Do not erect.truss backwards. LOAD CASE(S) Standard i 23 22 21 20 19 18 17 16 15 3x3 = CSL DEFL. in (loc) I/defl Ud TC 0.22 Vert(LL) n/a - n/a 999 BC 0.01 Vert(CT) n/a - n/a 999 WB 0.07 Horz(CT) 0.00 15 n/a n/a Matrix-S Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-28=10, 1-14=-235 31 0 0 V PLATES GRIP MT20 244/190 Weight: 75 lb FT = 10%F, 10%E ttfrixq •Peon pmvolfini!. Mt'1, Re -of TIASIS(SE U!"j, SCMEtIE TENS t (OeOMMS CV011 'IOTEi' IEMM�6tE06YERrfra Tmt! ks�pprtnNas nl udniss ntlisirms Dnige (kaieyODOjesitis4ros>; 1.1raklL'. Fl.l6aern Sktl Itfm n:, Odes o'k!.isr sIIhd m`k 7CD,ul! MiTrtswefuylslesthllknedMfl ib"leltreiA/SslnnfutipFelanr(rl,SirriaSy'Ea!mtttf�%esealcaapE9nRe;msaY.retlnRolttsFdndwatoyroeragrn!tasia:l+tx". , ipd1-4dfplvTinth!iwedm3eT:0rd!,odnf141. ThalesllOnus!!as,Ew!'ml�'Srss,!rh G' h Anthony T. Tombo III, P,E. nlardC3tlressirra7M rshm!secx�t!dBrGcee�,hrPsrsr'smm:tdgednt46�'ls3Ce;.-a>;,BYenCt>•kt#rllLtke6(ttdlWlndlydYal:[hmfTlld,IN>oproral�' iialrcftialieadtQeinss,n:be,6rstlmf.Aurpybrm,atiaolkuefddlleMnspv0ii7d 180083 Crl.dfurPSsipuedfeehahi.11tMetufMoE�IT,"W6tpecutWssrdtsndfMlm#ingGs}annShcfMrcac�mtY37pi5sNiilillerlSMlmMxeaHfx�:dpiloatR4ldrE�sSern�nair:ssdaarcs,rEssr•.:ssa+ufaer,rossers�pE,vnur>t:m:e�rm�rc,�ss 4451.Luei St. ,nir.iu ldael l!ofxhrl rgad ganrtn_sgIf Rijn 0Y.M. IRS insS NsipEgrm 11V no 14"Ds"itt,r. irntsph. fgcu 9 W 106.1. 1'Igidw Euasat'S Min it1!1. FortS!Luci 34946 (opyrighf02016A-1Rooffrosses-AathonyLlombo111,P1 Repiodudiwof INS domment,inany fotm,isprohibitedwithm*twitfenpnmissionfrom A -I Roof hunts -AntAanyUndo 111,P.1. 1 28 27 26 25 24 3x3 = 0-8-0 0,10, 2-0-0 , 3-4-0 , 4$-0 0-1-8 I 1-4-0 1-4-0 1-2 0-6-8 Plate Offsets (X,Y)— j1:Edge,0-0-12), j29:0-1-8,0-0-12 LOADING(psf) SPACING- 2-" TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Al bearings 15-11-4. (lb) - Max Gray All reactions 250 lb or less at joint(s) 28, 15 except 27=267(LC 1), 26=339(LC 1), 25=323(LC 1), 24=327(LC 1), 23=326(LC 1), 22=327(LC 1), 21=327(LC 1), 20=326(LC 1), 19=327(LC 1), ;) =324(L i 1), 17=338(LC 1), 16=269(LC FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-27=256/0, 3-26=-325/0, 4-25=-310/0, 5-24=-314/0, 6-23=313/0, 7-22=-313/0, 8-21=313/0, 9-20=-313/0, 10-19=314/0, 11-18=-31010, i12-17=-325/0, 13-16=-258/0 NOTES- 1) All plates arI 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc andl 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. 6) CAUTION, Do not erect.truss backwards. LOAD CASE(S) Standard i 23 22 21 20 19 18 17 16 15 3x3 = CSL DEFL. in (loc) I/defl Ud TC 0.22 Vert(LL) n/a - n/a 999 BC 0.01 Vert(CT) n/a - n/a 999 WB 0.07 Horz(CT) 0.00 15 n/a n/a Matrix-S Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-28=10, 1-14=-235 31 0 0 V PLATES GRIP MT20 244/190 Weight: 75 lb FT = 10%F, 10%E ttfrixq •Peon pmvolfini!. Mt'1, Re -of TIASIS(SE U!"j, SCMEtIE TENS t (OeOMMS CV011 'IOTEi' IEMM�6tE06YERrfra Tmt! ks�pprtnNas nl udniss ntlisirms Dnige (kaieyODOjesitis4ros>; 1.1raklL'. Fl.l6aern Sktl Itfm n:, Odes o'k!.isr sIIhd m`k 7CD,ul! MiTrtswefuylslesthllknedMfl ib"leltreiA/SslnnfutipFelanr(rl,SirriaSy'Ea!mtttf�%esealcaapE9nRe;msaY.retlnRolttsFdndwatoyroeragrn!tasia:l+tx". , ipd1-4dfplvTinth!iwedm3eT:0rd!,odnf141. ThalesllOnus!!as,Ew!'ml�'Srss,!rh G' h Anthony T. Tombo III, P,E. nlardC3tlressirra7M rshm!secx�t!dBrGcee�,hrPsrsr'smm:tdgednt46�'ls3Ce;.-a>;,BYenCt>•kt#rllLtke6(ttdlWlndlydYal:[hmfTlld,IN>oproral�' iialrcftialieadtQeinss,n:be,6rstlmf.Aurpybrm,atiaolkuefddlleMnspv0ii7d 180083 Crl.dfurPSsipuedfeehahi.11tMetufMoE�IT,"W6tpecutWssrdtsndfMlm#ingGs}annShcfMrcac�mtY37pi5sNiilillerlSMlmMxeaHfx�:dpiloatR4ldrE�sSern�nair:ssdaarcs,rEssr•.:ssa+ufaer,rossers�pE,vnur>t:m:e�rm�rc,�ss 4451.Luei St. ,nir.iu ldael l!ofxhrl rgad ganrtn_sgIf Rijn 0Y.M. IRS insS NsipEgrm 11V no 14"Ds"itt,r. irntsph. fgcu 9 W 106.1. 1'Igidw Euasat'S Min it1!1. FortS!Luci 34946 (opyrighf02016A-1Rooffrosses-AathonyLlombo111,P1 Repiodudiwof INS domment,inany fotm,isprohibitedwithm*twitfenpnmissionfrom A -I Roof hunts -AntAanyUndo 111,P.1. LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Al bearings 15-11-4. (lb) - Max Gray All reactions 250 lb or less at joint(s) 28, 15 except 27=267(LC 1), 26=339(LC 1), 25=323(LC 1), 24=327(LC 1), 23=326(LC 1), 22=327(LC 1), 21=327(LC 1), 20=326(LC 1), 19=327(LC 1), ;) =324(L i 1), 17=338(LC 1), 16=269(LC FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-27=256/0, 3-26=-325/0, 4-25=-310/0, 5-24=-314/0, 6-23=313/0, 7-22=-313/0, 8-21=313/0, 9-20=-313/0, 10-19=314/0, 11-18=-31010, i12-17=-325/0, 13-16=-258/0 NOTES- 1) All plates arI 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc andl 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. 6) CAUTION, Do not erect.truss backwards. LOAD CASE(S) Standard i 23 22 21 20 19 18 17 16 15 3x3 = CSL DEFL. in (loc) I/defl Ud TC 0.22 Vert(LL) n/a - n/a 999 BC 0.01 Vert(CT) n/a - n/a 999 WB 0.07 Horz(CT) 0.00 15 n/a n/a Matrix-S Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-28=10, 1-14=-235 31 0 0 V PLATES GRIP MT20 244/190 Weight: 75 lb FT = 10%F, 10%E ttfrixq •Peon pmvolfini!. Mt'1, Re -of TIASIS(SE U!"j, SCMEtIE TENS t (OeOMMS CV011 'IOTEi' IEMM�6tE06YERrfra Tmt! ks�pprtnNas nl udniss ntlisirms Dnige (kaieyODOjesitis4ros>; 1.1raklL'. Fl.l6aern Sktl Itfm n:, Odes o'k!.isr sIIhd m`k 7CD,ul! MiTrtswefuylslesthllknedMfl ib"leltreiA/SslnnfutipFelanr(rl,SirriaSy'Ea!mtttf�%esealcaapE9nRe;msaY.retlnRolttsFdndwatoyroeragrn!tasia:l+tx". , ipd1-4dfplvTinth!iwedm3eT:0rd!,odnf141. ThalesllOnus!!as,Ew!'ml�'Srss,!rh G' h Anthony T. Tombo III, P,E. nlardC3tlressirra7M rshm!secx�t!dBrGcee�,hrPsrsr'smm:tdgednt46�'ls3Ce;.-a>;,BYenCt>•kt#rllLtke6(ttdlWlndlydYal:[hmfTlld,IN>oproral�' iialrcftialieadtQeinss,n:be,6rstlmf.Aurpybrm,atiaolkuefddlleMnspv0ii7d 180083 Crl.dfurPSsipuedfeehahi.11tMetufMoE�IT,"W6tpecutWssrdtsndfMlm#ingGs}annShcfMrcac�mtY37pi5sNiilillerlSMlmMxeaHfx�:dpiloatR4ldrE�sSern�nair:ssdaarcs,rEssr•.:ssa+ufaer,rossers�pE,vnur>t:m:e�rm�rc,�ss 4451.Luei St. ,nir.iu ldael l!ofxhrl rgad ganrtn_sgIf Rijn 0Y.M. IRS insS NsipEgrm 11V no 14"Ds"itt,r. irntsph. fgcu 9 W 106.1. 1'Igidw Euasat'S Min it1!1. FortS!Luci 34946 (opyrighf02016A-1Rooffrosses-AathonyLlombo111,P1 Repiodudiwof INS domment,inany fotm,isprohibitedwithm*twitfenpnmissionfrom A -I Roof hunts -AntAanyUndo 111,P.1. Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-28=10, 1-14=-235 31 0 0 V PLATES GRIP MT20 244/190 Weight: 75 lb FT = 10%F, 10%E ttfrixq •Peon pmvolfini!. Mt'1, Re -of TIASIS(SE U!"j, SCMEtIE TENS t (OeOMMS CV011 'IOTEi' IEMM�6tE06YERrfra Tmt! ks�pprtnNas nl udniss ntlisirms Dnige (kaieyODOjesitis4ros>; 1.1raklL'. Fl.l6aern Sktl Itfm n:, Odes o'k!.isr sIIhd m`k 7CD,ul! MiTrtswefuylslesthllknedMfl ib"leltreiA/SslnnfutipFelanr(rl,SirriaSy'Ea!mtttf�%esealcaapE9nRe;msaY.retlnRolttsFdndwatoyroeragrn!tasia:l+tx". , ipd1-4dfplvTinth!iwedm3eT:0rd!,odnf141. ThalesllOnus!!as,Ew!'ml�'Srss,!rh G' h Anthony T. Tombo III, P,E. nlardC3tlressirra7M rshm!secx�t!dBrGcee�,hrPsrsr'smm:tdgednt46�'ls3Ce;.-a>;,BYenCt>•kt#rllLtke6(ttdlWlndlydYal:[hmfTlld,IN>oproral�' iialrcftialieadtQeinss,n:be,6rstlmf.Aurpybrm,atiaolkuefddlleMnspv0ii7d 180083 Crl.dfurPSsipuedfeehahi.11tMetufMoE�IT,"W6tpecutWssrdtsndfMlm#ingGs}annShcfMrcac�mtY37pi5sNiilillerlSMlmMxeaHfx�:dpiloatR4ldrE�sSern�nair:ssdaarcs,rEssr•.:ssa+ufaer,rossers�pE,vnur>t:m:e�rm�rc,�ss 4451.Luei St. ,nir.iu ldael l!ofxhrl rgad ganrtn_sgIf Rijn 0Y.M. IRS insS NsipEgrm 11V no 14"Ds"itt,r. irntsph. fgcu 9 W 106.1. 1'Igidw Euasat'S Min it1!1. FortS!Luci 34946 (opyrighf02016A-1Rooffrosses-AathonyLlombo111,P1 Repiodudiwof INS domment,inany fotm,isprohibitedwithm*twitfenpnmissionfrom A -I Roof hunts -AntAanyUndo 111,P.1. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 FL06 Floor 1 1 A0129823 Job Reference (optional) u,t. o.c to s may ,a zu-la Prinu,a.ziu s May is zuia lay I ex Inclustnes, Inc. Fri Oct 12 17:17:36 2018 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgygva-Uui74jZLmtl5OWuBfW8zKBsQB08r Yb2g3ZotrZyU64D 1-5-11 1 3x3 If 2 3x6 = 0-3-0 3 3x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP, TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT) -0.02 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight: 19 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 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 5 = 176/Mechanical 6 = 176/0-3-8 (min. 0-1-8) Max Grav 5 = 176(LC 1) 6 = 176(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/286 WEBS 2-5=-302/0, 2-4=302/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 VVON41tostrmrse0 udteRe'd; 113mossisrsittfl^,. sfAtlltTErMSti090:TUNS 0.'SiCNj'W!EI'; IID7illE65Y;5I'pxe tairdst�pxaer�s seirni ores eetlis rnu Msip(prrnPliO(rtesd�iF!am}t. tsapo �.rl. rckmstseeth&rerse. Cdtuc!in•ise ss�etm3e 1B6,ah � hhieltOrmI ss;f tmykredtm9et7x:hkrtiA iter the erpxe"te.,srr «rr,eAet,mw�yr�,q„es:®,"yh„per!perun, e,p ee, ,erne;r,nrur:,aupa,vs;,pierR:sgma�metg6rrx.,d�mt. neee:�pne�r:«s.i�s�c.�rb�e, tkln Anthony T. Tombo 11I, P.E. eedneFlUsinstipraYrr;,d�Ifs"?3*M:'x4ydntCxte,rrl11W,ts7lxtelytUtrta3;5xpa.'., ,h6efee•adtstkantoQfeerlbImsls0iupudimillt,lhypmeldtt�iCAavlcry@dtt:ehfteTms;ied xpSailnp;tlxyr,6;c;liw�Mnitptlell>spetesrmsu0gpd T80083 ' W-datotdpmud6eomm. AOmrn sdMolae TC; s�dpn�znWrrddassdt¢etaltq(asymdsahgldoatm(tt pD!fEei4r inedSEtArt;tlmmri.Y. trord gdiext r?pi Ldmef3e,nymsniC:nolAtiesd irsss Ftnrau,7rx, trvp req�ttt oliross Nud:Gea,w3ese drwist death, a pehed yr<Ntpreis wnml pot pssn 1!dul. sittnss pnip Eepmrlst6!6t laldnp Oesgaee LmsipsstaE,:xadmkdlGy, i; epiMcedlmascenQe6ert itTPiL 4451 St. Lucie Blvd. to iNit 2016 AI Poolimsies-Amboe T.iomhoill'U. Rerodutlsoo ofthis destmeas, in anyform, is ohibittd Withal she,ttirleo Permission from A-1 Roof Losses- Anl6ea LTomho Ill, P.E. Fort Pierce, FL 34946 PY� 9 Y P / fl F Y Job Truss Truss Type Qty Ply RENAR MORNINGSIDE I A0129824 WRMSWSB12 FL07G Floor Girder . 1 1 l Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri.Oct 12 17:17:36 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-Uui74jZLmtl5OWuBfWBzKBsHg0ylYSEg3ZotrZyU64D 0-7-8 1-9-0 0-10-2 2-6-0 3x6 11 4x6 11 4x6 = 5x6 11 6x8 = N A Plate Offsets (X,Y_j2:0-3_O,Edge], [3:0-3.O,Edgej, [4:0-1 _B,Edge], [9:0-1-8,Edge] 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.05 6-7 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.08 6-7 >981 240 BCLL 0.6 Rep Stress Incr NO WB 0.70 Horz(CT) 0.02 6 n/a n/a BCDL 5.6 Code FBC2017/rP12014 Matrix-S Weight: 48 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 1546/1-0-0 (min.0-1-8) 6 = 1624/Mechanical Max Grav 10 = 1546(LC 1) 6 = 1624(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-614/0, 2-3=-1065/0, 3-4=-2358/0 BOT CHORD 9-10=0/1065, 8-9=0/2358, 7-8=0/2358, 6-7=0/2358 WEBS 4-6=-2556/0, 3-9=-1515/0,2-9=01754, 2-10=-1818/0 1 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to gird'er(s) for truss to truss connections. 3) Recommen8 2x6 strongbacks, on edge, spaced at 10-0-0 oc and, fastened to each truss with 3-10d (0.131" X 3") nails. Stongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 718 lb down at 0-8-14, 677 lb down at 278-14, and 713 lb down at 4-8A4, and 629 lb down at. 5=5-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5)1n the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-5=-100 Concentrated Loads (lb) Vert: 3=-634(B) 2=-654(B) 11 =-634(B) 12=-549(F) �!In3j•P1ait tHfet�ly!{ik.1lt'A i 1g7rt1USSESr5flril„ Y%Ftlt iRkS i tRPPitGpSr4irgMi rutir AiKagdUDssl.�t"trR. Terth �{i�.Ar?t9Nq! t41 fMatlti k141S 1f�5 Ut71q/ fee:itg DPjm!!i! an�>ty r. raakl&. T..r4`NtWl Tttti h1a1 M'.. lldri k'k!>:"IS! ff7t{tAil81P9, UFy Wlettawttu rlalr sM�N ;etre± iu�tk,a.e,. as atitit NIP Egvua neitz• nay uproei M VrjhLaMhop A!utali!rmss i.?M"ttM aeit,tkIN. rxatsiytai.i�y��s, xak>,;rac�t,,:near Anthony T. Tombo IIs, P.E. ts@nts:741: inss HS tay6ti=Atgreezi':,1ydlNCam,rt9eaa's arllu.tslrytqu46:375t,<hGttti;ulkt ilG�kelrttsEtFt foal tni3tuy:a`tc,9INLT3txprwtld;pPB ad siGdrutdt4t rnsi;ili4�z�mnirur. sftispt.sisieelbnia}skttl!A!;eipxsnil:td R 80083 ' tasf.UierPeepercffitlrxfv.11savhM*h aie-."s4YWYd.Tn«dyw;dPftf fhk3[sinetlSeht!Ide;ss�m Ulpn's5ee'n;ftu#Stflererdxmtl reef:ds.,tmie.Rolm.ray.siftixi$it5llir'�3iWI�MNtd'XT.5iiiFiiCAK<ifitSl't313trtrNFfply@SfNM3IiC4tt.�L�i! 4451 St. Lucie Blvd. aktttMit 9r%ihartlhfil tlllt{nY�Y_try{y!`patiss 4+d<t1 ilS ri151 Ptiig!Etyut;lih]IGtialdiag Msiptr,e=ii}SS Srdlnra:4t%tlltr Padt5g l'tgfUhaltt'aiat aslfittiuT%i. Fort Pierce, FL 34946 .(cpytight02016A-1Roof Trusses - Anthony T.iomho111,P.E RepioEUA19nofthiSdmumt,n(Inany form, ispohibitedwilknuthe iriittenpaarissionfrom AIPool basses -Anthony LTomboIII, P.l. '''''C Qty Ply RENAR MORN INGSIDE WRMSWSB2 FL08 Floor 1 1 ::= Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altniss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:37 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgyCjv8-y4GV13azXAtyOgTNDDfCtPObLQHI H3npIDXQO0yU64C 1-5-8 1 3x3 11 2 3x3 = 3 3x3 11 5 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017frP12014 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 3-5-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 649/Mechanical 4 = 649/0-3-8 (min.0-1-8) Max Grav 5 = 649(LC 1) 4 = 649(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-310(F=-300), 1-3=-100 1-3 8 3-5-0 6x6 = 1-3-8 2-1-8 CSI. DEFL. in (loc) Wei] L/d TIC 0.18 Vert(LL) -0.07 4-5 >5Ogr 360 BC 0.98 Vert(CT) -0.11 4-5 >358 240 WB 0.04 Horz(CT) 0.00 4 n/a n/a Matrix-P Io PLATES MT20 Weight: 26 Ib 90 = 10%F, 10%E Yfsa:.q �Prost�tmplflntlt+Ikt'Alg)F7tdSSES;'S((4'1'n EE!l(b1tl:Ntf t (odgl(t)tn (dfICY �tNEr r(g7N(Eg6Y,t5I'S;a isd,+ks!¢arrceeitf7 tdtrsl rates tetds rfns Dslp (#rtig(PPloi:.� dt?m}r.itsdtlP,Pi. tcfsns•. Sitd (tint ast ldena!:et.iss sa!el adt T'g,idr uat—tio,dktesbtillee�lx6el63hkev4idIselmsMust lamr(e.,Spra'y&qcrof, lit Sid ..rl�ttttimes.-Ituua*tknMs eayctera911IMS-ktrintbftpd1ktints iw.i6 edeoWtOnh,nifIni. eslytnstapia,lt me s:> p,9thonyT�Tombo111,P.E. UNVOwsI"siltsayHid tsrten;ltasio-:;offit ow, fit 4w's"Mmulgnfni6t613yMvw"46ttn'ta!tzllt111011(¢ltktlmlhft4lsthot1MLThunpof;1 ftlWaimfUlmilinTs+skuQa+zg4nilit}.stud+.ksk!itsindbmiaglid or'ltsTusUNO ",80083 zt nk—mli^nml d.I '!rhRoss litsuns, tins 0evp 50- Mims lbsititwu,eains ihistss[kllpbow li OTfttdllkl gtsrym.e?mtSrsiea[gnsdmbdirurmtqutuul isas atnhfitd it int� � � 4451 St. Lucie Blvd. Fort Pierce, FL 34946 (eprrig5)sJ2g14A-1Real Gdstas-Fdtbonyi.icmbeIII, P.E, fdpreduttieodEThis detnsmnt:iacoy (dim,ispbehi6itedwithout the wtfiedpnmissidnfmmAdfool husus-Ani6eoyT.InseSoIII, P.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE I A0129826 WRMSWSB2 ' FL09 Floor 1 1 "I Job Reference (optional) A-1 Koo; I ruses, Fort Fierce, FL s4v4b, oeslgnLaiTruss.com 0-1-8 H 2-6-0 1 10 9 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:37 2018 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgygv8-y4GV13azXAtyOgTNDDfCtPOWvQSOH1 xplDXQOOyU64C 1-2-12 3x4 = 2 3 3x4 = OH8 4 2 Bi 0' 7 6 5 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 TCDL 10 0 Lumber DOL 1.00 BC 0.29 BCLL 0.0 Rep Stress Incr YES WB 0.16 BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 363/0-6-14 (min. 0-1-8) 8 = 363/0-6-14 (min. 0-1-8) Max Grav 5 = 363(LC 1) 8 = 363(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-521/0 BOT CHORD 7-8=0/521, 6-7=0/521, 5-6=0/521 WEBS 3-5=-574/0, 2-8=-574/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 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 CA, Standard 3x4 = 0 0 12 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.03 7-8 >999 360 MT20 244/190 Vert(CT) -0.04, 5-6 >999 240 Horz(CT) 0.01 5 n/a n/a T 0 Weight: 37 lb FT =10%F, 10%E %'dry Bnsetlutyl3rrsrisesie'41)BC; f16558i'SEIIEPj 6EA3tt ITtp158C0P;AlIDiS (8SI]Nt StT]'):Cr9D6Li=SMENi hsa red hop as ddlcarl. rszJau r.L ldneme tl:f!!a!erent. Odessoaurist Odel tntleTllD,saj H kk3-3,ftn'shkhoadhrbTD0 is ieedit.AseI'm Dall!how (le,spsatltp bpr?e;M!coloe myTDD apruedstmpm a1k aspas6da14rfit, dtsadth sgk7ross hpa!d tent TWa¢.o!deP.M. Tte dsirs nimpuos,lt e?witna-, s"AI7 Anthony T. Tombo ill, P.E. "'Adt"Tnssle!'"IssIdaa it lksapasiEilihdrs0�ntr,atOraissa^a-adopeA!: 16e tdtlus Daipse,atz srrhadtu lG,St�+.: ad tlthrob!iunenhal MI. He rypsts!idlh IDDe>d aradl sedntTrns. aar6a kad'C3sK�pt,lmhpdu!adGer shd.fi em n!pmtl9dhd t ' $0083 Na ki Ezg Des�gat!ri(aasGo:.4': axs st!urlaltelDD M!aeprrmrces®7y.ihirz!sdtleteildior[espwMSdery lraadin$(ff, NHistr74p f?Ir,I SNAmrel!1'SE�'EI gIRRi �ida(t TPtl htai R: ieipF"Si:h•�meS aSf 6!I?S F'�!T:ell DtliplX,TtFSS DISi�EB I'-tltliTa., Mlide:R!le;aRSi 4451 St. Lucie Blvd. tk[ttlse dsT!tsdlTo{!d-N ope�epo!i!vmiq lydlpashs lacasei lieTresz D+sra Eopiturls NDT �`e Evdarda!rta,rtFus srs'!aa!erdmra!i1,9ap. Nl�gsbwm uemadael!aTt61. Fort Pierce, FL 34946 (oppighf02016A-Ittoaftmsses-AmkonyLTomholll,P.E. Reprodooieno(shisdomment,inanylorm,isp!ohihiledwithausthe wdt!enpermission hens A -I Roof Tresses-AathonyT.Iamb111,P.E. Job Truss Truss Type Qty Ply RENARMORNINGSIDE WRMSWSB2 FL10GE Floor Supported Gable 1 1 A0129827 Job Reference (optional) �- s rx Oj s suabes, run rserce, rL rwawo, uesignLa luuss.com Kun: ts.ziu s May 18 zu18 runt: 8.Z1u s May 18 ZU18 MITek Industries, Inc. Fri Oct 12 17:17:37 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgygv8-y4GV13azXAtyOgTNDDfCtPOcoQWRH3vptPXQOOyU64C 3x3 11 3x3 = 3x3 11 1 2 3 4 5 6 7 8 9 STD T1 S171 $T1 TI T: TIV I: 18 17 16 15 14 13 12 11 10 3x3 11 3x3 = 3x3 11 10-3-8 10-3-8 LOADING (psf) TCLL 40.0 SPACING- 2-M Plate Grip DOL 1.00 CSI. TC 0.08 DEFL. in Vert(LL) n/a (loc) I/deft Ud - n/a 999 PLATES GR� MT20 244 1190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 f BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 10 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-S Weight: 51 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) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-3-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 18,10,17,16,15,14,13,12,11 ! FORCES. (lb) j Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. j 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. b) Kecommene 2xb 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 Ydmq•Prosetana3s;}rmt.fi+'S;r63ilUSSESMI[ErnE.MitdlTElMSI[DA3in9XiC3RCY;1U!FI'iR(Ct7illltSkgTtra Rrth,dsi'¢spstaetwsalrtta totsmfiis 4;is Delp D"ier�D(Qma ty i.rsmM 0,11. rc4rete 0ete lttarress. OdestCaesist uWdrodeT3D, m17 NiTeY eovet§trMeseWtle tsdMfitl63hle'dit Is PHIts:a Egaeerps.,sprioyEnysterl,fitI'd taaryr69 rereo-wertau WMs r'dnsimo; ealeeee¢�eesrmsi.-Myto&f&slpof" siiletmsd m.falno tdr,"Wint, Anthony T. Tornbo III, P.E. tdestdAfs lress lms 0rkta44"srt;P4Wq d6t Nnt',fit Dow'serUTA opo"cco k!d 3lltll w, Itfiti[dtedfit llGfis Kadee lKII 01Isq ted miTrbl. Tbegpenldihal9mdeglielduerifitTms: h'f xr5maliq, stogy �,ldea0cibtuq sbt6 be lie mrmsi}iry e? 80083 ' itkrurPedgtetmaoeaxur.wtatsu+nee'trmadepecnma �date>cyrar'msdhn+r�rmsusx�di.rPmasw>'t'�tln:rcadsinwrsata�sfit'acpssdP;ttodhUndfiRnsttsga,rmsb:upLgmamliressxudx[er,0'ss 4451 i Lude Blvd. tlltt�iuldeel llt[mhwtr,�tel tµe i+n'h36y i}alkstsnl!d.1tL+sslMsip Ety am!Is r6i fit rn7dig6tsip'tet ittts Snlea tritstadtghilfiq. Cl nrWliul Rfastttnd'fndit i:Fl. For',Pierce, FL 34946 (oppigh1',2016A-I Roof husses-ArthooyLTomlin (11,P.E. Repiedua!oo of fit dommal, in any filim, k pabibittil without the Iffilti'll Fl3missioa Item A-1 loci buttes -Anthony I. Torlo III, F.I. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE I A0129828 WRMSWSB2 ` FL11 Floor 5 1 Job Reference (optional) A-1 Hoof. I tosses, tort vierce, tL 3404o, aesignLai[russ.com, 0-1-8 H ' 2-6-0 1.5x4 ill 1.5x4 1.5x4 3x8 = 1 I 2 0 016 �so 1 c! 5 �• 3x4 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:38 2018 Page 1 ID:OMsTuGzQH5ifu1 T6OcPcrgygv8-QHgtVPbbIU?peg2ZmxARPcxhOgfFOPezXtHzwSyU64B i0-10-6 i 1-9-s 14 i i 1-3-0 � ri� 1.5x4 II 30 = 3 4 13 12 3x6 = 1.5x4 11 3x3 = 1.5x4 11 3x8 = 5 6 7 11 10 1.5x4 11 3x6 = 3x6 = LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr. YES Code FBC2017/TPI2014 CSI. TC 0.50 BC 0.87 WB 0.45 Matrix-S DEFL. in (loc) I/deft Ud Vert(LL) -0.14 11 >999 360 Vert(CT) -0.19 11 >917 240 Horz(CT) 0.04 9 n/a n/a PLATES. GRIP MT20 2441190 Weight: 77 lb FT = 10%F, 1 O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 9 = 804/0-3-8 (min.0-1-8) 14 = 804/0-8-0 (min.0-1-8) Max Grav 9 = 804(LC 1) 14 = 804(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2251/0, 3-4=-2251/0,4-5=-2399/0, 5-6=-2268/0, 6-7=-2268/0 BOT CHORD 13-14=0/1446, 12-13=0/2399, 11-12=0/2399', 10-11=0/2399, 9-10=0/1473 WEBS 2-14=-1598/0, 2-13=0/891, 4-13=-499/94, 7-9=-1622/0, 7-10=0/879, 5-10=-435/100 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CA; Standard i &44—ph!setwgV!'o!x1k'd 11001 DEESrStnErlAda7l.tesW! Iildimiihs!Wsi e. U nsaW.ii!tlxld!¢@!IDD,a!y fl,T[ka[esmrp!res sbdita r,Nhrtte tOD late edit AieTrni Desq[E[pisN(.e,[xu[Ur FItlMN`pi5!L•dnojTDU Np!ESMS[6HQ'[•'9:edIQ[tf9i3fdt[dIG.EF.(ily Ryuaaumbrls!jes�9awk, anetnss t!t,n!1![ 1, a*r wN n! !,%t!rp as![npuss, i!(s:epmenni."adiul Anthony T. Tornbo III, P.E. r,A asedthu iRs!b•ut leilMlis!krespws!NfihdF.eOn!r,rle0n!is cfi�n!d!vwlNneldiLraOesip[!!,alk(xhNdta lK,9!lE'adNe b(diaGrg:rlerairPl. ire grnrt:dI TOD o!1[a.fiefd uedti!Tnis,reU hRld q. sh!ry!,!M!If[hn ulNm i4d,k!>`.s resr;cuk::ryd «80083 '!I{t{P.+.''a10esad(SC!M.t:raksufx•itteT00M1[<tt�iui®dlrit9-!eidtletnlFelCceKaMSd!ryl[(ndfnp!NislelbJT?IsilSUAm:ehaetW4ep!Nn!p"A>,e1tF1&tigi3!re:�mN1r!Sa'vEx:t'E!7!Iif[4ujIN,LKs7espntsg�NmilnssPs,[fsn!!(,nwi 4451SLLucie Blvd. [iNMi[Ie aljerM'df tjfeFl9!Ie fl Wrf i!1l][it ttl}:Efl[1(ile1. IICIRSS tS,!"L:AS6N(IS 101 v^11AASt.Fi�IN,ir Tr1'.i SjS•!�[St!N!6Pt hT1$a9 [U[C'm4aeF&(m N!mddadmltl l' Fort pierce, FL 34446 (ipyrighf02016A-1bdI!asses-AmAonyT.TemhoIll,P.E. BeproAuoieaofihisdncumenyina®ylmm,isp0ilind it6cultAewrittwpermissicnfi.A-1ke fTmuses-An6myT.Tem10 P.1. Job Truss Truss Type Qty, Ply RENAR MORNINGSIDE WRMSWSB2 FL11A Floor • 1 1 A0129829 Job Reference (optional) A-1 Moot I russes, ron merce, t-L J4846, aeslgn(Olaitnlss.com 0-1-8 H 1 2-6-0 1.5x4 II 1.5x4 = 1.5x4 = 1 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:38 2018 Page 1 ID:NL1 aKQz6Uzl TPpRygfj6wRyUE6s-QHgtVPbbIU?peg2ZmxARPcxhOgfFOPezXtHzwSyU64B' 0-10-6� , 1-9-14 1-3-0 3x8 = 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x8 = 3x3 11 2 3 4 5 6 7 8 -16 � I IV Wi WI IV 2.,, j 7(✓1 ., 6 13 12 11 10 9 3x4 = 3x6 = 1.5x4 11 1.5x4 11 3x6 = 30 8-3-12 14-11-4 8-3-12 6-7-8 Plate Offsets X,Y — 1:Ed e,0-0-12 , 15:0-1-8 0-0-12 16:0-1-8,0-0-12 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP I TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.14 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.19 11 >917 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 77 lb i4li = 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 804/Mechanical 14 = 804/0-3-8 (min.0-1-8) Max Grav 9 = 804(LC 1) 14 = 804(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2251 /0, 3-4=-2251 /0, 4-5=-2399/0, 5-6=-2268/0, 6-7=-2268/0 BOT CHORD 13-14=0/1446, 12-13=0/2399, — — 11-12=0/2399, 10-11=0/2399, 9-10=0/1473 WEBS 2-14=1598/0, 2-13=0/891, 4-13=-498/94, 7-9=-1622/0, 7-10=0/879, 5-1 0=-435/1 00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 91 Refnr to nivinrlcl fnr to rcc to to rcc rnnnPetinnc 3).Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASES) Standard Yaa Prose ti,!oe}a3f rtttt.ra`A; AG9FRUiSBj'Stita'T,£EAFAs{12EtiArOMO:'tgMS:CSt01d;W!EI`:(YJi�8tED5t{'%I'fr..inch,tt;�gapaaaews ml resledsxNns&»s [anga dr.rcg DDtcr!^-elatkta T: hm3t If,U. 14N. aStitW.w.'m5sonewst sarwo%K. uh kh':hsaroat)lets stalit.self. Wisfitfttasit As 01.,mietsa until"Synsy bome), It, seam M rerzta's ar lfrot0 drrip At sistlttrms kyurdm&t alifir Wnnu. th MillsAnthony T: Tonho tti, P.E. sd etedtislmss hr usyk:-dsgi>f..nriroi>d`rt}dMCrar,ffit4,as'ttnRnrlsrNnusdbxr3^esryxis;,icGtrraYgordtllG Ott Ett®drke Iasi»1ltetr'ta+31r61,ThsaAPntsrotdatiA uiet{tutlatedrb Tars;uasdy'srdlur,sMe,t,ias"adbeary stN la At nspmsiNlYd #: 80083 ' sid'ual Tasipn dralratr.A➢to's as tl .1 WA rier W1.1mrdtai&xe. T91ftAsiti—piturl esaA Mizs d.'xheas Gt;: ,ltns[esyt 6tnen mdTrass trssel¢daa,wins 44511St. LUCI2 f:IVd. oh'.1it Mmi. truhat rpadapa it.r=zgtyei plas Laadrd.ittToss btsip Ito", is ARl linkli;hr6per,r. irns Splits fgianddity taifdar. ANutimrial Issas at esdthadit lrfL For, Pierce, FL 34946 Copyright 02016A-i Roof Trusses - Anthony LTnmboIII, P.E. Repmdadionofthis dnmment,inany him ispmhibitedwithout thewriters pemrissionfrom A4Roof Trusses • Anthony LTomhaIII, P.L Job Truss Truss Type City Ply i A0129830 WRMSWSB2 ` FL11GE Floor Supported Gable 1 1 �RENARMORNINGSIDE Job Reference (optional) A-1 Rogijrusses, Fort Pierce, FL 34946, design@a1truss.com OM 0 c25 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:38 2018 Page 1 ID:ykgUKEFG2OHnMTD2XtEj8?yUUJF-QHgtVPbbIU?peg2ZmxARPcxnKgsUOW8zXtHzwSyU64B 14-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 4010 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 TCDL 1010 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 010 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 13 n/a n/a BCDL 5i0 Code FBC20171TP12014 Matrix-R LUMBER- ' TOP CHORD' 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORl7 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONSI. All bearings 14-11-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15,14 FORCES. (Ili) Max. Comp./ax. Ten. - All forces 250 (lb) or less except when shown.1 NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or, restrained by other means. LOAD CASE(S) Standard 0 26 Io 0 `i PLATES GRIP MT20 244/190 Weight: 66 lb FT = 10%F, 1 O%E Iwo" -Mnst15mwVF no. tit'1 100FTIUSSUrsl1tlt„MulIMV011"NS r0sina('MndIK176tFDglditPMa. red!!!rp;ysnNus airealntnaHis Tnn h:y!Mrigl;pNed It:.zj 1.itoNO�Pl. ic`wes!Wdtdarvst. enC�erikc�!Nrewt PD,alr IkTettaae@t llda stt!tle eseEtwttethhsd 1saUa5 C<sia 5yuer(x,Snra_yiin7�!wi,Mudw¢ryfL9!!!sesamrJ!psxz d;Ev rrdnsiuss!nres�aui'htn 8!Eesiyd!ivti. �Iv Tross4.TiAeAwxe100 vdr,nlnstts. lt!t�gonusy,,taseq�caus,:n Anthony T. Tomh-0 tli, P.E. 'wlued Ais lnnlw ar �Fiyss@a n5pm ;7dtltCrwr,Gt Osaismtwz!ltivdrt3alrr!i.p GxSgalcgrit saesndthlt(,tivR(olMlml hitfm(shal1F41.T1!vFFnnt0thMad nF 6dimil rh Tms, ix,Mt; W.I. gnat, a4Ga adt'wy still It At RIP45WI d 180083 ' 'dt lullul0vsign e!(rtarn5. t0m:s sgtdw T'O aAttvp!c:a5 al sErt!set5istc'aaa,(�15auSdHp ldnzrmtT,S0�i4k11.inalsW ae;Esea!lbltmd pilmit.I PV-s rwtiV dttnoflron sINTms EuM 1—Caste 51— all.,tlssdvGrn,�iws �v7!s>'uhhel l; t[aerJ el nn rti stnh!1. itc inu 0!" f Is U16!1�! D!s' er,e i5!ss sntea F!T:aadm, toil L u-�;elt!;x5w!n[d"tahtnt. 4451 St. Lucie Blvd. m!h g+r m et w Fort Pierce, FL 34946 Upyrigbi02016A-I Roof Trusses • Anther Llcmbo111,1`1 itpicdansoocfthisdcroonnt,inany form, isprobibiltdwilhoullhewiNispermissionItem AdRooiTrusts -AuthooyI.TomboIII, P.t. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 HJ3 Diagonal Hip Girder 1 A0129832 Job Reference (optional) ucaiySil_Wa tlt cun: 8.210 s May i 8 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17,:17:39 2018 Page 1 ID:OMsTuGzQH5ifu 1 T6OcPcrgyCjv8-uTOFilcD3o7gF_dmKehgygUuwE9hlzU6mXOXSuyU64A 2-11-0 5-4-13 7 2 2-11-0 2-5-14 2-5 1.5x4 II 3 4 cw r — 1=4 11 5-4-13 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIPI TCLL 20.0 Plate Grip DOL 1.25 TIC 0.30 Vert(LL) 0.04 6-9 >999 360 MT20 244%190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.05 6-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 2 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix -MP Weight: 22 lb FAT= 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-13 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 = 288/1-5-0 (min.0-1-8) 6 = 191/Mechanical Max Horz 2 = 121(LC 22) Max Uplift 2 = -192(LC 4) 6 = -132(LC 4) Max Grav 2 = 288(LC 1) 6 = 191(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; "porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2'-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate,capable of withstanding 192 lb uplift_ at joint 2 and 132 Ib uplift at.joinf 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 90 lb up at 1-4-9, 77 lb down and 90 lb up at 174-9, and 35 lb down and 40 lb up at 4-2-8, and 35 lb down and 40 lb up at 4-2-8 on top chord, and 11 lb down and 39 lb up at 4-2-8, and 11 lb down and 39 Ib up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-14 Concentrated Loads (lb) Vert: 10=58(F=29, B=29) 12=-9(F=-5, B=-5) i Nnirg �Pnslftw1lT nste th'A! 1001710iSISIMISr)OWL UNA SDNDITIOAS EM011riki" )JI1110AIRIEW W. ni milifts uthishtss Ultra D'"",1'DD)Cdf2 lahm T. Tit). mrr.F.ldtweslttl stbn esolwfu Serest sim.14M, nl. klrettaNMr rinlst�lie ntdta+a;169fittv6i{ is ahnt Deci�ralpert(le,Srer7raatnjlle7edearrAfr9 Nmeeiensmrslttaad�e tnfescBa!'eayalnug tnpw53::MMkl�sgldat silailhas 3triAeaelStl-0aell,N/N 1141. Zia dufgeescaxy`ws"uo5'ag Sb.�W.lrl$ah Anthony T. Ttimbo III, P.E. lednaKlEiilmshir�rn� ':sSettiTims.S;.',rydiil Dwer.,rai 0xle iMlnitderal NtFtr ygi»Upn,hret iictet;dtltGlEt R{adtTt lmd Sadiia3 tn'l mfir6l.11ll9NatdmAalDO!ll Nifreldnes�til Tnis; uA' hwl r, ilnt;t A.x" usdb�lwT sal b at mpaasiiilya'. ,", 80083 ' nll.OrVIDlSietl[>t ialttOin.AAalfiaNlMOIAITx Vdfitrt{Cttn ni{aCeSNSetAJEt`!CeA CavrNlN Sdns htNcatlr2.SDla t3!l lr irlWSriA NtfEINtaRASn tltniS t9tbCt. lPtl a!'na, h/iliYY1i1t1I lS9'�A+Ii33li�8 Ttfn Cs3perr IlXlDtn3a CltVln ialfMSllnP(FGIN,Wl±aa 4451 St, Lucie Blvd. ever ne (etilN 1; ! (nhxl taseterw t n lgAp Fpties n,tlitl. iti Ln;Des S° Eepetet is �9s helrillny Dlsipal,a. ms Snieu El;.inr, ttery ilAfq, fturihlgti brat at rzhfinf ialA 1. (aPlrigi10101iiA-Itout Trosses"Arrr600yLJembo111,P.E. Repteduaioao11his daiumsnt,ioany form, [sptohi6itedwitEoulthe wtilltapesmissiaalmdiaolL mAusses�AaiSAoyi.TorDnD1,P.E. Fort Pierce; FL 34946 Job WRMSWSB2 ` Truss FIR Truss Type Diagonal Hip Girder Qty 5 Ply 1 CNARMORNINGSID E A0129833 Reference (optional) A-1 Roof,Trus es, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:40 2018 Page 1 ID:OMsTuGzQH5ifu1T6OcPcrgyCjv8-Mfyew5crg5FXt8CyuMCvU10 zeQ_UKzF_Bm4_LyU649 -1-10-10 4-7-4 9-10-1 4-7-4 5-2-13 3x4 = 1.bX4 11 3x4 =- 9-10-1 LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 2010 Plate Grip DOL 1.25 TIC 0.60 Vert(LL) -0.05 6-7 >999 360 MT20 244/190 TCDL 10!0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.10 6-7 >999 240 BCLL 0!0 " Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 5 n/a n/a BCDL 710 Code FBC2017frP12014 Matrix -MS Weight: 43 lb FT =10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD' 2x4 SP No.2 WEBS 12x4 SP No. 3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. I 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 accordance1with Stabilizer Installation guide. REACTIONS' (lb/size) 4 = 160/Mechanical 2 = 442/0-4-9 (min.0-1-8) 5 = 273/Mechanical Max Horz 1 2 = 182(LC 22) Max Uplift 4 =-107(LC 4) 2 = 181(LC 4) 5 = -65(LC 8) Max Grav 4 = 160(LC 1) 2 = 442(LC 1) 5 = 273(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 2-11=-734/176, 11-12=-683/193, 3-12=-683/183 BOT CHORD 2-14=-268/678, 14-15=-268/678, 7-15=-268/67,8, 7-16=-268/678, 6-16=-268/67,8 WEBS 3-6=-716/283 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1:60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 4, 181 lb uplift at joint 2 and 65 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 90 lb up at 1-4-9, 77 lb down and 90 lb up at 14-9, 37 lb down and 41 lb up at 4-2-8, 37 lb down and 41 lb up at 4-2-8, and 66 lb down and 88 lb up at 7-0-7, and 66 lb down and 88 lb up at 7-0-7 on top chord, and 11 lb down and 39 lb up at 14-9, 11 lb down and 39 lb up at 1-4-9, 15 lb down at 4-2-8, 15 lb down at 4-2-8, and 29 lb down at 7-0-7, and 29 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-14 Concentrated Loads (lb) Vert: 11=58(F=29, B=29) 13=-76(F=-38, B=-38) 14=46(F=23, B=23) 15=-8(F=-4, B=-4)16=-55(F=-27 , B=-27) t5xdry rinse tisnMHrre!lexlie'A-I PDC;11'IiSrS i'uu(ri sE9:33:TEN3Todr Nnp1 mdsrsdmvi Ann Udnsdhnix dddn*TDD,ma 1PiTtitm",0. ss4dlt_esittrth TDDA!,41. 4seinss Deslp hgwe{It,S[ensU[6tlrser;.ti3 adnsrylOD represeds rc onpaudtls pdnslxd eq!eeris[nspn9tlliryf.ofMIrs:Fdtiesn;eTns(!p;ddntit iDD ud[, w1xTe'rl. ikfnlp mvt,pirn.lsd:srneimxs. seUrSlllry Anthony T. Tombo III, P.E. desedtds Tnn(uu[leil8y it tknsrx!@im[dtle0n!etieDrnitrJa•¢d er+i or sk WERDOI3 .'. I%, txh49lu1X,!b il:adtie kdI, ,7%h rd MI. ThgPn!.dt1,TD3 A q hAne dir,Tnn, ubdq J;A.� Irq,, intftnu3 WagMilt s`rz!.0-INd ;: 80083 'neCklriDn�^e�eriQa:end�. (Illasutadusetnors3,apmitnsofpikundthWeq(ceedSdel3h:avEnn.7Cf3d po11sFrlb)TilHSID nd—d%pxntplv!.lYrih5n;!!nspal:n!sWd,§!sd91111!:Dtupx,l!nsJespug�nrv3inssMsdsexer,a sz 4451 St. Lucie Blvd. ie3x�ia l�!dl[obd:sd spade„!urritiy lTdlpm:n lnd,ti rieTnssG sip Es[iexrutl0i Ce3a3aDDes!pa,xTn!s Sp4sm Earuxrdarl.tSs3. 3U rq w.41w., was dad Oni. Fort Pierce, FL 34946 to Tih102016A-Itodbusses-Anihoo 1Tomb111,P.I. Re mdudionefthisdocument,in0 lorm,is rohilliledwitheuttbewrimD ermissionfromA•1RoofTresses-Aothon TTomb111,P.I. i P39 Y• P Y P F Y• Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSWSB2 AP Jack -Open 1 1 A0129834 Job Reference (optional) y A-i moor I russes, Tort Pierce, VL 34u46, oesign(apaltruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:40 2018 Page 1 0 3x4 = 1.5x4 II 4 0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP i TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.03 5-8 >999 360 MT20 244%190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.03 5-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB' 0.06 Horz(CT) -0.00 2 n/a n/a BCDL 7.0 Code FBC2017/TPI2014 Matrix -MP Weight: 17lb FTI= 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 237/1-0-0 (min.0-1-8) 5 = 128/Mechanical Max Horz 2 = 103(LC 12) Max Uplift 2 = -80(LC 8) 5 = -65(LC 12) Max Grav 2 = 237(LC 1) 5 = 128(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1)Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 80 lb uplift at joint 2 and 65 lb uplift at joint 5. LOAD CASE(S) Standard tiuna!•PAR liawA 010N,1 IMMUSSIS('StS,il'(. ROL 11M&[010MGNSCUiIOM(lNtljRtCr5f3FDbk-6TYm.Imh, ie�mpzgttas udtni ulttntkisTgss lhup Drcig;tGNe��:e p(.taaN ItLPI.Idnma L1rt1 Sdtte nt, tlzsss olaz!xisl sMeAn'6eT'D, W! Mdettmaeaas plates sHale.nelfwflel{ hksdu. At pinns CeiQ hlaeerpe.,Spea y0oy�enf;lixsM w,my TOq rzprtsmitmrsaplw¢d@ep'thfsiws'>Ecpeaet�tnµat;a^.U!6ras Aailp d!iecigfelress P.piledraSt7SU n15 aelw 1pFl. ne Peslp nseep"sas, lseral;n":3eet; trsdwih Anthony T,, Tombo III, P.E. sel asedlHt lrossht s+!Iri3 is nspmsn t!d6s Gran,Yn Gran'cetRn sd gntrt4e6% Geiipw,ukrtsetaudettC&eKaltle -80083 Ba hAluSOniperel6ih¢helUmm�utoAo3eP:e�@tpneut enlgsidr'::Hi eliF.C.Cz3loapatn SdHltdartemo(isSOpiS�hee6!lIWSE(Feet�"nend.'-zlme!dlnis to ttFl A?rnstiet<.}IDS,yll�tril�'hkl11li1eTfett iienped,ifliS GlS�jltlpNn ildllftS �ilB(4L'd!n,al�e55 4451 i Lude Blvd. t0er.i;�lePtwll!s[ad,xl ognl gwitn_igtp e; palitsSmfid.iltLesf Otsip ETyee!�b!G76t1eUliq Oniper,nhnsS!sfem E�efwdery t+ilGep. Eu4i1s1itNMatwsnlfiwehtffl. For, P(eite, FL 34946 -� (opysigbf02016A-I Real Time.s-Aelbooy0cmholll,P.E,Reptoduniaaof1%dammens,inany losm,ispmbibildwilhoulthe wtitteapetmissiaoftemA4loot husses-AnibanyI.Iamb III, P.E, I Job I Truss Truss Type Qty Ply RENAR MORNINGSIDE �22 A0129835 WRMSWSB2 '. V Jack -Open 1 ti Job Reference (optional) A-1 Roo:Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:41 2018 Page 1 I ID:OMsTuGzQH5ifu1T6OcPcrgygv8-rrV07QdUbPNOVln8S3181 EZ5eljUDtPPDrVeXnyU648 1 , 4-10 4 7-0-0 1�4-0 0 4-10-4 2-1-12 U4 = 7-0-0 7-0-0 m cs Dead Load Defl. =1/8 in LOADING(psf) TCLL 2010 TCDL 10A BCLL 010 ' BCDL 710 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.86 BC 0.64 WB 0.00 Matrix -MP DEFL. in (loc) I/deft L/d Vert(LL) 0.17 4-7 >478 360 Vert(CT) -0.20 4-7 >413 240 Horz(CT) -0.01 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 24 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 5) Provide mechanical connection (by others) of truss BOT CHORD, 2x4 SP No.2 to bearing plate capable of withstanding 118 lb uplift at BRACING- joint 3 and 85 lb uplift at joint 2. TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordancelwith Stabilizer Installation guide. REACTIONSI (lb/size) 3 = 178/Mechanical 2 = 349/0-8-0 (min.0-1-8) 4 = 70/Mechanical Max Horz 2 = 164(LC 12) Max Uplift 1 3 =-118(LC 12) 2 = -85(LC 12) Max Grav 3 = 178(LC 1) 2 = 349(LC 1) 4 = 111(LC 3) FORCES. (Ili) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown:, NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=22ft; Cat. II; Exp d; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteldor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6; 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. I#erdry rinsetlunlC¢r!riel Ik'Sd IDCIfIDSSBI'S[llfYj 6[AilAi RiNS8CDM"dll[9S(rSTONj D0'Ia jA(r1AF.70dElli fxoL rwAi d!Op raroders rAmdrdnnOemdk-ise Odd erd,TD0,w1l Whkummtr:mssl9lMnelfir,ta UOlaSesdlL AS eTrry Deslle Crprxn{I.e, SsechllrFlpuer;,t4!s!dno(TDD repnedsnm!p3tttdl:e rroLtslocd!a etrieg,lsreeOlupC her thln!rycllhi s!ejeTn:s{triAl nneTDD all. rd0PH.Tki.n*pmnnpien.iedrtlto69x;,Shcelilq Anthony T. Tombo Ill, P.E. ic4 rsedtals inst4r urtdvieq is[k resrusiblArdlY(Ineelh OruisedmritedepAwrN Wlliro Desip+r, plr�dnded dry le(,i!RCnitse b,d laYzltd!ecl rM1l.leetlrenld1h T00 admBdi rsedtSeTnst. udr4q kda}nrrye, iedOldin al Hm rAdih!Ia nslns3dnd t 80083 Z-- ' I,te to ta?On !erdcrwV.Alinas SelMxrk1OOrd lie prd¢es®1 pdOo!sdtl: rnl6ry(ealra?dSO!71azaEin;t(Sf rd101ed4J Rlyd Sl[Amref!—m!a pnNpilmn TYrl te3ue3!nspa lD9in nsaen:sd3!1!ns DeOpeGleess0e¢a �IrcnasrmsYndra,er,axss 44515t. Lucie Blvd. 'Inise(Ad lye Cwse rpeda»ruvee�Sglydl Pat; indsei lhelnss CeOp:ryinerls'AGlh lalsl C,Orra,erTrns SpO!xFryn!erdar9.ilury. Ntc'ia!Ik;asmas defmdlaRFl. Fort Pierce, FL 34946 (a TS ht(Ci1016A-1lociTrusses-khoo T. Tombo Ill, P.I. to roduoionoflhisdommerd,inea furn,is robibhedwithculthewrittea ermissionfiomA-]ReolTrosses-Anlhon T Tomb 111,Pd. i P1 �9 Y• P T P P r LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 7.0 VM02 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 Valley Ci a 0 1 I 1 IJob Reference (ol Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek ID:OMsTuGzQH5ifu 1 T6OcPcrgyCjv8-rrV07 2-0-0 2-0-0 6.00 12 2 3 I CSI. DEFL. in (loc) I/defl Ud TC 0.04 Vert(LL) n/a - n/a 999 BC 0.03 Vert(CT) n/a - n/a 999 WB 0.00 Horz(CT) -0.00 2 n/a n/a Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BR CHORD 2x4 SP No.3 5) Bearing at joint(s) 2 considers parallel to grain value BRACING- usingANSIIfPI 1 angle to rain formula. Building TOP CHORD desiner should verifyg ca capacity of bearing surface. 9 P tY 9 Structural wood sheathing directly applied or 24-0 oc 6) Provide mechanical connection (by others) of truss purlins. to bearing plate capable of withstanding 9 lb uplift at BOT CHORD joint 1 and 29 lb uplift at joint 2. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection, in Standard accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 5111-11-8 (min.0-1-8) 2 = 41/1-11-8 (min.0-1-8) 3 = 10/1-11-8 (min. 0-1-8) Max Horz 1 = 28(LC 12) Max Uplift 1 = -9(LC 12) 2 = -29(LC 12) Max Grav 1 = 51(LC 1) 2 = 41(LC 1) 3 = 23(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord liveloadnonconcurrenfwith.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 240-0 wide will fit between the bottom chord -and any other members. A01298361 f 1 12 17:17:41 2018 Paae 1 i PLATES GRIP MT20 244/190 Weight: 5 lb FIT I = 10% I i I itFM—r.tmtftUAIf*.th1?167i IN.S[SE1I:i'jtolut 1ItUSt(CAD!felRf l@lCtlrryflr`AIrY�pIFUpRi(1'}ra ienk, linprsne!csesl rezl vatseedis ims6esyv M.ig;frelodS:a T.f{aNfG,r.E.ItfereueSfenistue.se. l4?rs�an.isr snMeens7;A Mr fGTrV.ranesR$r ruineredfn7e101hhidid<As,elms Onite��eerpx Srerxw[¢ etnl,liafedwapr9rtye;easWxarhueotlieb4asitsdixny11isx5 MOM,�,,, �n i ' akffitNs Tress Inarw.hl41otis}NMuldill OroN,Ri Osen'sn6nzd$tealn%aralrorO{sipn<hW cWtdktla rtf¢(altlt Indul;rnr ACITEL1, Ingtraf$I OWN atF1 fair Ito et Trots; AN War, sfmsee,atsaneeaaai knee shO helot}" llfd Anthony T.'(oinbo *80083 It:, P.E. ti{IN1fujOeGteu al[$eoa;nr. i0annsel eel N;§alt�esltMpecus tdteila.essdCsrcfEetCas}astlSd:s}Io-fuamu{i;srspb"sk11. Tf1 rd SEGmsdxnssi'ue tendpi(eat. 1e41 dr5as5eseSrsas3�t noi4wld3eTrns rwnger,sms[xs+�6¢uu nirsnsNads[xN,�tss N1tnF>fGrneDlrtlxhxi$pnlartau.sarg6y R,'irCtits tl!/htL Tie Tm36t1 E " Otlit tdir Mi 4451 St. Lucie Blvd. ris T R?n ar ptt.aTrnsSpimEetiseNdwTtwl6ry.l,uti6liaikasmesldNdl{lYr1. 'i.(epycigbf;;'2016A-lpoalTrusses-Waryr,Tombeill,P.1.Peprnduttioeatibis document, inany Term, ispso6ibitedwithout the xsiffeapeimissionfrom 6d Root Trusses - Anthony 1.TomboIII, P.E. Fort Pierce ,'FL 34946 Job i Truss Truss Type Qty Ply A0129837 WRMSWSB2 VM04 Valley 1 1 �RENARMORNINGSIDE Job Reference (optional) Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Oct 12 17:17:42 2018 Page 1 ID:OMsTuGzQH5ifu1 T60cPcrgygv8-J23OLme6MjVF6RMK?nFNaS6ReRC3yJpYSVFB3DyU647 4-0-0 4-0-0 1.5x4 II 3 5 4 2x4 i 1.5x4 II LOADING (pro TCLL 20!0 TCDL 10!0 BCLL 010 BCDL 710 ' i SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TIC 0.14 BC 0.11 WB 0.12 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 13 lb FT = 10% LUMBER - TOP CHORD. 2x4 SP No.2 BOT CHORD' 2x4 SP No.3 4)This truss has been designed for a live load of WEBS 2x4 SP No.3 20.Opsf on the bottom chord in all areas where a BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD1 bottom chord and any other members. Structural wood sheathing directly applied or 4-0-0 oc 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building puriins. I BOT CHORD, designer should verify capacity of bearing surface. Rigid ceiling directly applied or 10-M oc bracing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at MiTek recommends that Stabilizers and required joint 1, 103 lb uplift at joint 3, 66 lb uplift at joint 4 and cross bracing be installed during truss erection, in 131 lb uplift at joint 5. accordance1with Stabilizer Installation quide. REACTIONS. (lb/size) CASE(S) 1 = 87/3-11-8 (min. 0-1-8) LOAD Standard 3 =-103/3-11-8 (min. 0-1-8) 4 =-27/3-11-8 (min.0-1-8) 5 = 292/3-11-8 (min. 0-1-8) Max Horz 1 = 69(LC 12) Max Uplift 1 = -6(LC 12) 3 =-103(LC 1) 4 = -66(LC 3) 5 =-131(LC 12) Max Grav 1 = 87(LC 1) 3 = 73(LC 12) 5 = 292(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS NOTES- 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and G-G Exterior(2)zone; cantilever left and right exposed ; end vertical left exposed;G-C for members and forces & MWF.RS. for reactions.shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a.10,0 psf bottom chordlive nonconcurrent'wlth.any other live loads. tinumv-F:Nie Silvia tiN}Yist aYi l[JdTr6ii1$r$ .„r�PtS(tfl lfti($�:QAP?rl ®f ii:'>1�7d �{�!fi� r#�9tr0iY:�rif'Q itNJ,ed{f!1d PYCJNES Rd!Kd MIt!t@lDiS:AU Oe3ajll f�iel�Oh)td �:!G"t, 1T.T!03e ILP.1.Idti!!t!$ittt EtdU+9!!. :92',56."'.xii!S'I!tdN@!TiQ, 4fr Mi7etromEa plst!ssb.dte.rsdhr"k t6 akYe t. ASatesss 6s mTadiuer{u,Spesa'sgT¢gzgS,,lk s!dets¢T M repimsaunrh Whi, dessiarLalmesur+rzs9fatir'hhs rfoissin this stsItTms dgkkdta3el_8 nI,, sc&1N! ft. hsi5s nsrayKas,'ufa9;6ct�eet. tchSAih Anthony T. Tornbc, III, P.E. Isicsr6Naslmsdo a9 raiding is itre.}wsa=.stH!Geaee,ri!Oretiswrls.sel syeetu;Et6rre:aT3eiipa,ie6sssa!srsir!!OGs!!rtterdi5e in!I>ai9isg,aha+lRld. Ttt �p:eel et�srL''Aaed¢sfixld::!Asis inss,w is�A>idruT. stare xsxse�i krcaT sklle!nsasfsssnd'td80083 I'MalksipuWuirni. d11a�M30.pfandgvde'wsd4*C�:�[sy 47aTGis�fttFta^ies[";tsstSthiefnss:�(TM,.Si3yikstediY711 dtkta!sderen!!!srl-re1eideu i0tld3�msliesespasiid`tsmddatinalStT:tss�spe:..... Pesidsiesueut!tisassuaascan,+�ess 4451 St. Lucie Blvd. netn:.ialt"s.vrs"hadsg!do�r t , gys;Eaa,q.!hd StilmsPstpfgu :is16 rielwldng� pscc:'sn:Snd!uErxadnr6xadat iuyi�luddetaeaandefimiuTPf. FortPierce, FL 34946 EopyrigM; 20141Roof Trusses ktbonyLJcmball],P.E, RepradurtionofThis domment,inaayfarm, ispmhibitddwiihaut1lsewrifEenpesmissior. Isom AIRoof lmsses•dnihanyT.TambaIII, P.E. --- " yNG 11 ry I ply 1 I RENAR MOR WRMSWSB2 VM06 . Valle Job Reference (oG A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek ID:OMsTuGzQH5ifu 1 T6OcPcrgyCjv8-J23OLmE 6-0-0 6-0-0 1.5x4 II 2 y a 0 A01298381 12 17:17.42 2018 Page 1 2x4 3 ' 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65. Vert(LL) n/a - n/a 999 MT20 244� 90 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 7.0 Code FBC2017/TP12014 Matrix-P Weight: 21 lb FjT o = 10 /o LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 193/5-11-8 (min.0-1-8) 3 = 19315-11-8 (min.0-1-8) Max Horz 1 = 107(LC 12) Max Uplift 1 = -36(LC 12) 3 = -89(LC 12) Max Grav 1 = 193(LC 1) 3 = 193(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-157/260 NOTES- 1) Wind: ASCE 7-10; Vl160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=22ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10:0. psf bottom chord live, load nonconcurrent with any other live loads., 4)' Thistruss has been designed for a live load of 20:Opsf on the'bottom chord in all areas where: a rectangle 3-6-0 tali by 2=0-O wide will fit between the bottom chord and, any othermembers. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1 and 89 lb uplift at joint 3. LOAD CASE(S) Standard M¢asg •Paa;rtmst} asit� itr'A7 UJrTlO;SES;:L2TP (s'tEpt i1U6`E(CMARI7NS(87CY^tilTTl"![r[piViEDgtLe51'fra tetd,+lsrsa�tndas ed rad¢etes n tits Frtss b:sig¢ �rrieg,N07ed sAt.TaairlP:.iF ideeea f eetktue ata eekssu'9mitt sxeAce3e Ms,acir Miidirussrdulhfes dt{i ieetMta7isiMhkYs5d.hOrris+ttprnjaetr{it Snrx.TEaT.¢seA sUsedeimMtiremsmstegtnud�r¢hs;:ttti salwetag tabs e'`Y,�tar ksip daa sitgh Tmi hplsAnRe7:'teelr,rtker7rL1, lk3esyensaa s,ims'q t,swi4lih Aggt}gOsiy T. T' .mb �Tornbo lET, RE,e4nesiiGrc Tats in®yr gisfamgsxS ardM4hca,ssr A+etistttha ted qtd rrAal:'dq 74s:p+x.hht:edttt¢€Ih OGdr ltte¢lsk in¢I Snlluq:ett wlTN S. TirtgPatddGatAtdscr shld tdiesTms; iss5%xg mnUip, shs¢gt. wrs`I esmd:r¢tngs!¢R irRr aritssisil;!(d ne ttE£tg[asigurwl tttlrafai..11leshs usMo!2eT9.se/;lrgtecies tJgvw'n¢rsdhsEah'xg(amp4edSesds ldataxma(�'3sipiiBi4elt.tii e¢!V(AmsdeaiNsxteerdgilacer P41 is'wshest;paash�G etalsaies d3ritess M'.Ft; rail Petgzfty¢ea adTms d¢aehC:�er,ealess 0083 dhrx'M.dP#(tlhxJgtdgwit'.xqiy tt'."sn 4h4141 Tart Ittptf0o is Wfit 1.11ul hsipuce=.'miSnsrm fit, srce 41.f 5efirs. Cafibl.d htatarn khalirifti. 4451 el Lucie Blvd, Zh For Pler e; FL 34946 (epydgh1V12016A-1Roof Trusses AotbooyLJombeIII, U Reptodnttiouofthisdetuottof,inony(otm,isprohibitedwithoutffiewemenpesmissionfrom A-1hofTrusses -AnthonyT,Ten'boIII, P.E. j JAN 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 up to 30' Mean Roof Height. 1 ROOF TRUSSES 51 ST. LUCIE BLVD. 2T PIERCE, FL 34946 Attach King Jack w/ (3) 16d Toe 772-409-1010 Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's Attach Corner Jack's � w/ (4) 16d Toe Nails @ TC � � w/ (2) 16d Toe Nails @ TC & & (3) 16d Toe Nails @ BC BC (Typ) � o ti ttach Corner Jack's / (2) 16d Toe Nails @ TC & BC (Typ) rcpwu�tama�ym�, rr3n a seut�m ml. ���np aan hrugvdrae�u :Anf 6i TTor4b 11P'E: MI3pppy�d[ttrt�wy��difined�tksuu?AaIS�^s}�toN!imm2s�e0Apajs�4k�Ynch�d � $(IpBi M. Wde;Blvd. 'ikranctuEd�rccatH1 Fort P,erce F,L 34946' FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDT!_03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Y-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES @ F_ 24. O.C. 2XG DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS; EACH. FASTEN PURLIN TO BLDCKINC W/ (2) - 16d NAILS (MIN.). I ' PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THEI i \BRACE AND THE TWO TRUSSES ON \ EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (�); - 10d NAILS AT EACH END. ATTACH DIAGOAL BRACE TO BLOCKING 5) - 10d COMMON WIRE NAILS) WI7 END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WINO SPEEDS 120 MPH (ASCE 7-98, 021 05% 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' D.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 021 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF lOd (.131'X3') NAILS SPACED 6. O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED \S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF MUST BE PRESENT TO PROVIDE FULL LATERAL THE BOTTOM CHORD TO RESIST ALL OUT OF PL THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. TRUSS STUD OF STANDARD PIGGYBACK TRUSS JULY7, 2017 STDTL04 CONNECTION DETAIL I, THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. 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 PIGGYBACK TRUSS - REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. �Faiiiy:tfamismmpNtre!rc� Ra'sl k:1FTWiSIS16Eilfr'}.eFeFls{ Tlhs? dtDeDi 6 cS;BS{:7f1{"{��'lANi7.7G�ntlFIPFa�. St�leiyvpcosr^�rs ml:rofm�,acthi .�it!s�ke isji.P[�ia!ke SaimT.taabr!14l f eArexaS4i36Az xe Dc.rsse3i*e�.es'�adn�eiliGatt b iau�!a"isurd,trrulF astP:rser t l rturstt ial ddSpr04444emrda,atiDtsrraa+neni%q#aftr1a¢xtrgpAli, ruf,tTiialoµrlmibitNd. .wwq Anthdtt T:Tort6o111.:P.E. IntauB[tisTrraCumr]uEE;ga;ares>,-;tjelTvOr?te;MBrmirosfixsrfe{S9v;Rr6alEa1(nth.n ncUnai2al%RiIKMea'a�sltsJ4u at!mt'H-t0ra}enr.al6afRedaiMita fRal u,ulMigF��aI. mw,),w.marsdNdgsighfAawowmil. Y C'�OQ83 ofua tm:iam {"se,sdgets33�q (sr<N?r4Sdsti6lnashn'1{6i eF,d011Rml �:t aertlsrs*,x64s{cztrr'.4+dwu'II1 trSfesAtitsNe;d.•ir!tsr3brnAPrl%,skz�x,lm siMc�Spae!salimssksAc o[n.+dass I,Uii .6f4'�. audshrc�rap3drm�r�os. �e�a. wu.a aaRiarr«goe!,�1 aas�a�F,ARd�bas�uD rzsslPc,ir wt. 445}St, Fort Pierce;'Ft 34946 I.Copp'•ry1f07QId4Ifdsf:tesus,Atllonyl.I 111,F1.lepedminethImumesf,ill my!lm,aspsnC,6ilel Wiltalikewrimape.masshikm+t•IlecfTmssesthtoTl.l4011111 -' ' JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 4451 ST_ I Ifrig RI Vn F01 SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131"= 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". n 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. _E END, Cf iS, OR GIR, TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 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 EXPOSUREC WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUS: )ER TRUSS I I MPH M. s .. -;iockvil�tastauw�}11�+tj�c.tk.klWOfilD�titiilEl'i6iXEUFTpdSLtOgal�.sStESiDN('EC?i��4gkJ�'(ib:.ir11`pmR.ph3n�nRramfat�lrc>+aeklapdstsasz.Grs§'.isw7tDtaD6�E7,teainr-tClBa�meStrttli�e?ene�lnsR'xt�sshtCdn�tfiD,a� ' Wleizxaaril!+rsietiYpul�tu7DDhkrd4ls�mascCecipmDiariti+.r,Sta f sakhiingorarlGDrvgit #mxa ritrorµa5asiwdc uavi:dttipu}ta{ tsidrsg+er li+tffirrtsit�3rfmrto?artq'.to 113:ittuptutaq�4ai;l ur>!'e:ms,'Sii . 6idrtiet6snsnipm gaur lss4r{ a, rtYaatrr'rt�erarsor}tilabf' mm,lr pai r®mi!aawasltr5�;ea'sz'id¢jise�6r�i1 «liWdtR.t.t� sdr!ma'DDmsax Vase �rrixar:ia9eii sffioli�o'srn6eeudi shu6a6urt pis; ei 'Atithony:T. Tomho f 1 �f• �S °tFr, �F ta. t — 80083 :ag lniDisyetaelli tha krcn.itrtptmtta43rd Ikp rcr etrJg»R�ias,dtl5ge taiipiatAisaySdurtsC 'SfjP7Ds i5. ar7f114et �neiislas gneo gu6so:4h11n4,^esm:s{asvlu�htssrd daniidtleltats tletgmt;SrasCss .fsgaeeai2lm-sRadta�r: ,si'iii '4451,R � udi Blvd. ' eet+iuratiMtGatietirgatf+trai�n�5lr ga6et+xred36rwntts+jti#i5anrbD78sl1zg9rvperglrsf<.tshse[xPerdmjhil€ng.ttltwil'Lzdhmae dsiiriroitdl. F3riReim; FL..34046, Copirigit51201d�IRo (irvsus lst6osgl.ta bolll P.L iipradatiaeo{ltrsdamreni, oa yiatm upfeAkiiedwiliocllhs.itiSieofemusi:ofrom A-1161hcsus>kAoryLtomle111,1`1 FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 • GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. �I 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL "A" i"—' 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. Al 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 11 ' II 11 11 11 11 11 II II II 11 II II 11 11 II II II 1 I 11 II 11 II II II I I 11 11 11 11 II 11 11 1 11 II I 1 u n 1 I II it it ii n it A I, II ii ii li li II II II I� 11 I�1 II j1 11 II II VALLEY TRUSS BASE TRUSSES (TYPICAL) SECURE W/C V" 1 111 L l (NO SHEATHING) N.T.S. l!�' �Ild@@I14iS VALLEY TRUSS GABLE END, COMMON TRUSS, OR GIRDER TRUSS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 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. An1hany: T: `Ton)6o 111. P.E. • 80083 :4451 St.,Wde,Blvd.. Fort Pierce; FL. 34946 JULY 17, 2017 1 1\Vut7L1..J V/'1LLL 1. t7L 1 I..JL 1 /'11L (HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT. WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24- O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' -10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF—S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. NON —BEVELED BOTTOM CHORD CLIP MAYBE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH B CLIP MUST BE APPLIE THIS FACE WHEN I EXCEEDS 6/12 (MA)( 12/12 P L NOTE: VALLEY STUD SPACING NOT TO EXCEED 48' O.C. SPACING. MC:?!Ni�iSM1�;tS°6MItS'ix� S dpQs�cPmanss�swlteiRasstnDeslsoifDrsij�T9ass'uidiDP;wiOeta�rFdaa9rG�PLl�exrSkrt6s�rear.Da�sso?lzrses4n.fsrsbtiGG.es>i Mr nidaam iD6eprfir.�s�atx e�ktp�assicuirpn'sayxacpead Y'Gr'l dra�aafmsi ritrsda t>)es9y ii4ad m&tTX %rdrdp aisngrrc J 3q wrdn�.3;}rWSi�tf Atkl'haq T,760 i0 I11i.01 iddyAtsy�tsia14asunti��lIX R1' d�tcaliaAGapadaddlfllTwd{1roi�xflAsiDDeSm1#islf�nrrf�ti>a:s,;iu(diyiaC�r.nieyt,bsdilP.eDi3iruicPsbr6stltsrx�mvStYp!-. '30Ml d.G twe�Se Mvmmr� ` p s4r1t 11 mlSIXiaerelnec nh traders lallis6xa lestpsk Daa tuidiisdGaTrostDstgr,Sinia. gs. eradf:ssaml *air, ss 4451 SCAucie'BIVd:, DTik;HiCt�6s i>x al�isi<um'�yiaeacicxOrd3ap C!s6.sdternca:nMifiiaiolfFS .. FOrt RietCe FL 34946; /.,,....r.us.,.�,.,e.,•[�,nsA waLuarba.uxr•n wnw..a•.Few 1.7 Y.niJru•.r.lnrb..uT 7ewMf1ID {' _ _ _ ... ,_._._ I_... .. _.. .._. __ 17, 2017 1 STANDARD GABLE END DETAIL I STDTL08 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6. O.C. VERT STUD SECTION B-B A-1 'ROOF TRUSSES 1451 ST. LUCIE BLVD. )RT�PIERCE, FL 34946 772409.1010 I TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. VERTICAL 2X6 SP OR SPF STUDP2X�4 #2 DIAGONAL BRACE (4) - 16d NAILS16d NAILS SPACED 6' O.C. (2) lOd NAILS INTO 2X62X6 SP DR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - lDd NAILS 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 6 SHEATHING 2X4 STD SPF BLOCK v * DIAGONAL BRACING ** L - BRACING REFER REFERITO SECTION A -A TO SECTION B-B 24' MAX. NOTE: j 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 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' 1- 0' O.C. 5. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS, WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. DIAG. BRACE B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. I MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 1 (2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12' O.C. 3.8-10 5 611 6-6-11 11-1-13 2X4 SP #31 STUD 16' O.C. 3-3-10 4-912 6.6-11 9-10-15 2X4 SP #3 / STUD . 24' O.C. 2-&6 3-11-3 54-12 8-1-2 2X4 SP 92 17 O.C. 3-10-15 5.6-11 6-6-11 11-8-14 2X4 SP #2 16' O.C. 3.6-11 4-9-12 6-6-11 10-8-0 2X4 SP #2 24' O.C. 3-14 3-11-3 1 6-2-9 1 9.3-13 DIAGONAL BRACES OVER 6' - 3' REDUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE.I DIAGONAL BRACES OVER 12' - 6' REDUIRE 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 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. (2) - 10d NAILS TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 4B' O.C. ATTACHED \ VERTICAL WITH - 16 16 d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY I STD.L09 NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90Y. OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES, 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING } k � A } } -A BRACE SIZE FOR ONE -PLY TRUSS (I SPECIFIED CONTINUOUS ROWS )'F LATERAL BRACING , WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 ILBRACE II 2X6 2X6 T-BRACE 2X6 IIBRACE 2X8 2X8 T-BRACE 2X8 IIBRACE BRACE SIZE FOR TWO-PLY TRU IS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 1-BRACE I'I .2X6 2X6 T-BRACE 2X6 I- IbRACE ' .2XB 2X8 T-BRACE 2X8 1-BRACE T-BRACE / I -BRACE -MUST BE SAME AND GRADE (OR BETTER) AS WEB ME NAILS 4AIL WEB I I NAILS WEB I -BRACE T-BRACE SECTION DETAILS 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. �• NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A4 IROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 1451 ST. LUCIE BLVD. )RTjPIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 72409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, _ BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) -'IOd SCAB WITH (3) - 10d TO TOP CHORD NAILS (0131' X 3') NAILS (0.131' X 30. ATTACH TO VERTICAL r WEB WITH (3) - 10d NAILS (0131' X 3') BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING J ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (013V X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS _ (0131' X 3') TRUSS 2X6 4' - 0' WALL STRDNGBACK. (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0216' DIAJ INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - lOd NAILS (0131' 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) FEBRUARY 17, 2017 I LATERAL TOE -NAIL DETAIL I STDTL11 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER �.� AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). of 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL 4,04�BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 59.7 c� o J .135 93.5 85.6 74.2 72.6 63.4, .162 108.8 99.6 86.4 84.5 73.8 ri .12B 74.2 67.9 58.9 57.6 50.3 .131 75.9 69.5 60.3 59.0 51.1 Z 0 N.148 N 81.4 74.5 64.6 63.2 52.5 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHDWN BELOW. ARE SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS EXAMPLE: NEAR SIDE (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: NEAR SIDE 3 (NAILS) X 845 (LB/NAIL) X 115 COOL) = 291.5 LB MAXIMUM CAPACITY NEAR SIDE 45.00° 0° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY ] I ' VARY FROM 30' TO 60' FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. 1. .2 3. (3) - FOR 1 3 (NA FOR 1 3 (NA IF TF DESIE rrr. rrr TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF, HF SPF SPF-S 0 .131 59 46 32 30 20 Z O _I .135 60 48 33 30 20 M .162 72 58 39 37 25 J -2 O .128 54 42 28 27 19 F" Z Z 00 .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 O Z .128 49 38 26 25 17 O .131 51 39 27 26 17 J .148 57 44 31 28 20 M •NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE . IER END AS SHOWN. END DISTANCE, EDGE DISTANCE, AND SPACING OF, NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3WABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. SHOWN ARE CAPACITY PER TOE -NAIL. BLE,DURATION OF LOAD INCREASES MAY BE APPLIED. id NAILS (0162' DIA. X 35') WITH SPF SPECIES TOP'PLATE 413 DOL OF 1.33: 5) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND 4D DOL OF 1.60: 5) X 37 (LB/NAIL) X 1.60 IDOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING R IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. iE (3) TOE -NAILS ON 2X4 BEARING WALL iE (4) TOE -NAILS ON 2XG BEARING WALL NEAR SIDE FAR S, Z TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP W NAILER ATTACHMENT STDTLI3 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL^34946 2x2 NAILER ATTACHMENT 1-%1177A1C1'1A1 C%1"1rl%1r-Lr%A-r rNK[% ' I MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. i STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND FEBRUARY 17, 2017 DAMAGED OR MISSING"CHORD SPLICE PLATES STDTJL15. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X (INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 it 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 li 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 + V •10d NAILS NEAR SIDE + 10d NAILS FAR SIDE C jXi'MIN\ 6' MIN THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIRED X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT (SEE SKETCH ABOVE). 17, 2017 1 - SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 14511 ST. LUCIE BLVD. )RT 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 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 1_. I 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 401 SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES